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HomeMy WebLinkAboutCC RES 23-01 __________________ Resolution 23-01 Page 1 of 4 RESOLUTION NO. 23-01 A RESOLUTION OF THE CITY COUNCIL ADOPTING 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 17842 IRVINE BOULEVARD The City Council of the City of Tustin does hereby resolve as follows: I. The City Council 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 2022-0001 – 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 (C1) 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 Boulevard and a Waiver for a reduction in required common open space. • 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. • 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. DocuSign Envelope ID: 47A688B4-545B-460C-B540-85B46F3DEA81 __________________ Resolution 23-01 Page 2 of 4 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 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 2022-0001, DR 2022-0004, Density Bonus request, SUB 2022-0002/TTM 19224, and DA 2022-0002 on December 13, 2022, by the Planning Commission; I. That after the close of the public hearing, the Planning Commission adopted Resolution Nos. 4461, 4462, 4463, 4464, and 4465 recommending that the City Council find that the MND is adequate for the project and approval of the subject entitlements; J. That a public hearing was duly called, noticed, and held for GPA 2022-0001, ZC 2022-0002, DR 2022-0004, Density Bonus request, SUB 2022-0002/TTM 19224, and DA 2022-0002 on January 17, 2023, by the City Council; and K. That the City Council 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. II. That the City Council finds the Initial Study/MND, attached hereto as Exhibit “A”, adequate for GPA 2022-0001, ZC 2022-0001, DR 2022-0004, Density Bonus requests, SUB 2022-0002/TTM 19224, and DA 2022-0002 and adopts 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. DocuSign Envelope ID: 47A688B4-545B-460C-B540-85B46F3DEA81 __________________ Resolution 23-01 Page 3 of 4 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 City Council, 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 City Council finds that there is no evidence from which it can be fairly argued that the project will have a significant adverse effect on the environment. PASSED AND ADOPTED by the City Council of the City of Tustin at a regular meeting on the 17th day of January, 2023. AUSTIN LUMBARD, Mayor ATTEST: ______________________________ ERICA N. YASUDA, City Clerk STATE OF CALIFORNIA ) COUNTY OF ORANGE ) CITY OF TUSTIN ) I, Erica N. Yasuda, City Clerk and ex-officio Clerk of the City Council of the City of Tustin, California, do hereby certify that the whole number of the members of the City Council of the City of Tustin is five; and that the above and foregoing Resolution No. 23-01 was duly passed, and adopted at a regular meeting of the City Council held on the 17th day of January, 2023, by the following vote: COUNCILMEMBER AYES: Lumbard, Clark, Gallagher, Gomez, Schnell (5) COUNCILMEMBER NOES: (0) COUNCILMEMBER ABSTAINED: (0) COUNCILMEMBER ABSENT: (0) ERICA N. YASUDA, City Clerk DocuSign Envelope ID: 47A688B4-545B-460C-B540-85B46F3DEA81 __________________ Resolution 23-01 Page 4 of 4 Exhibit A: Initial Study/Mitigated Negative Declaration Exhibit B: Mitigation Monitoring and Reporting Program Exhibit C: Responses to MND Comments DocuSign Envelope ID: 47A688B4-545B-460C-B540-85B46F3DEA81 Page | 1 hydrology CITY OF TUSTIN COMMUNITY DEVELOPMENT DEPARTMENT 300 Centennial Way, Tustin, CA 92780 (714) 573-3100 FINAL INITIAL STUDY / 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 lcarver@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 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. INITIAL STUDY City of Tustin Page | 2 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 INITIAL STUDY City of Tustin Page | 3 Chapter 1. Public Review MND 1. INTRODUCTION PURPOSE OF THE INITIAL STUDY This Initial Study has been prepared in accordance with the following: x California Environmental Quality Act (CEQA) of 1970 (Public Resources Code Sections 21000 et seq.); and x 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: x 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) x Encourage the incorporation of environmental considerations into project conceptualization, design, and planning at the earliest feasible time. (Guidelines Section 15004[b][3]) x 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) INITIAL STUDY City of Tustin Page | 4 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. INITIAL STUDY City of Tustin Page | 5 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 (I-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 (C1) 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 INITIAL STUDY City of Tustin Page | 6 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) Low Density Residential (LDR) Retail Commercial (C-1) with a Parking Overlay, Professional (PR) Single Family Residential (R-1) South High Density Residential (HDR), Planning Community Commercial/Business (PCCB) and Downtown Commercial Core Specific Plan (DCCSP) Planned Community Residential (PC RES) East High Density Residential (HDR) and Planned Community Commercial/Business (PCCB) Planned Community Residential (PC RES) Figure 117802 Irvine Boulevard City of Tustin Regional Location INITIAL STUDY City of Tustin Page | 8 This page intentionally left blank. Local Vicinity Figure 217802 Irvine Boulevard City of Tustin INITIAL STUDY City of Tustin Page | 10 This page intentionally left blank. Aerial View Figure 317802 Irvine Boulevard City of Tustin INITIAL STUDY City of Tustin Page | 12 This page intentionally left blank. Site Photos Figure 4a17802 Irvine Boulevard City of Tustin Northwest corner of site from Irvine Blvd. Southwest bound view from the northeast corner on Irvine Blvd. INITIAL STUDY City of Tustin Page | 14 This page intentionally left blank. Site Photos Figure 4b17802 Irvine Boulevard City of Tustin View from southwest corner of site in parking lot. View from southeast corner looking northwest. INITIAL STUDY City of Tustin Page | 16 This page intentionally left blank. INITIAL STUDY City of Tustin Page | 17 3. PROJECT DESCRIPTION PROJECT OVERVIEW The Project proposes to demolish the two existing office buildings (totaling approximately 44,948 square feet [SF]) 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 1,984 1B 3 3 1,984 2A 4 3 2,004 2B 4 3 2,004 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 INITIAL STUDY City of Tustin Page | 18 (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 Section 9263) Provided Multi-family housing 80 covered + 10 unassigned guest spaces (90 total) (2 covered spaces for each dwelling unit, plus 1 unassigned guest space for every 4 units) 90 total (80 garage spaces and 10 Head- in spaces) 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 INITIAL STUDY City of Tustin Page | 19 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 INITIAL STUDY City of Tustin Page | 20 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 (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. 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: x Adoption of this Initial Study/Mitigated Negative Declaration x General Plan Amendment (GPA) INITIAL STUDY City of Tustin Page | 21 x Zone Change x Subdivision/Tentative Tract Map (TTM) Approval x Design Review x Development Agreement x Density Bonus Request 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    C o n c e p t u a l S i t e P l a n INITIAL STUDY City of Tustin Page | 23 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    a P l a n 1 A E l e v a t i o n s INITIAL STUDY City of Tustin Page | 25 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    b P l a n 1 B E l e v a t i o n s INITIAL STUDY City of Tustin Page | 27 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    c P l a n 2 A E l e v a t i o n s INITIAL STUDY City of Tustin Page | 29 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    d P l a n 2 B E l e v a t i o n s INITIAL STUDY City of Tustin Page | 31 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    e P l a n 1 A D u p l e x E l e v a t i o n s INITIAL STUDY City of Tustin Page | 33 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    f P l a n 1 B D u p l e x E l e v a t i o n s INITIAL STUDY City of Tustin Page | 35 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    C o n c e p t u a l L i g h t i n g P l a n 6 , 7 (  3 + 2 7 2 0 ( 7 5 , & 6  6 7 $ 7 , 6 7 , & 6  6 8 0 0 $ 5 < $ 5 ( $ $ 9 * 0 $ ; 0 , 1 0 $ ;  0 , 1 $ 9 *  0 , 1 6 , 7 (  / , * + 7 , 1 *  6 + ( ( 7  , 1 ' ( ; 6 , 7 (  / , * + 7 , 1 *  ) , ; 7 8 5 (  6 & + ( ' 8 / ( 0 $ 1 8 ) $ & 7 8 5 ( 5  6 3 ( & 6 6 < 0 % 2 / 7 < 3 ( ' ( 6 & 5 , 3 7 , 2 1 0 2 8 1 7 , 1 * / $ 0 3  , 1 ) 2 INITIAL STUDY City of Tustin Page | 37 This page intentionally left blank. 1 7 8 0 2 I r v i n e B o u l e v a r d C i t y o f T u s t i n F i g u r e    C o n c e p t u a l L a n d s c a p e P l a n INITIAL STUDY City of Tustin Page | 39 This page intentionally left blank. INITIAL STUDY City of Tustin Page | 40 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: lcarver@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 C1/P 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. INITIAL STUDY City of Tustin Page | 41 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 Resources Air Quality Biological Resources Cultural Resources Energy Geology /Soils Greenhouse Gas Emissions Hazards & Hazardous Materials Hydrology / Water Quality Land Use / Planning Mineral Resources Noise Population / Housing Public Services Recreation Transportation Tribal Cultural Resources Utilities / Service Systems Wildfire Mandatory Findings 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. INITIAL STUDY City of Tustin Page | 42 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 INITIAL STUDY City of Tustin Page | 43 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. INITIAL STUDY City of Tustin Page | 44 5. ENVIRONMENTAL ANALYSIS This section provides evidence to substantiate the conclusions in the environmental checklist. 5.1.AESTHETICS Would the Project:Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact a) Have a substantial adverse effect on a 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 INITIAL STUDY City of Tustin Page | 45 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, INITIAL STUDY City of Tustin Page | 46 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 building. Front Yard 10 feet from right-of-way line Consistent.The Project 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 zoning INITIAL STUDY City of Tustin Page | 47 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. INITIAL STUDY City of Tustin Page | 48 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=2e921695c43643b1aaf7000 dfcc19983] City of Tustin, 2018. City of Tustin General Plan Conservation, Open Space, and Recreation Element . Accessed: https://www.tustinca.org/DocumentCenter/View/713/City-of-Tustin-General-Plan-PDF INITIAL STUDY City of Tustin Page | 49 5.2.AGRICULTURE AND FOREST RESOURCES In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. of 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: Potentiall y Significan t Impact Less Than Significant with Mitigation Incorporat ed Less Than Significan t Impact No Impact 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? INITIAL STUDY City of Tustin Page | 50 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”.1 “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”.2 “Timberland Production Zone” (TPZ) is defined as “an area 1 California Public Resources Code Section 12220(g). 2 California Public Resources Code Section 4526. INITIAL STUDY City of Tustin Page | 51 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(g). INITIAL STUDY City of Tustin Page | 52 5.3.AIR QUALITY Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the Project: Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact a) Conflict with or obstruct implementation of the applicable air quality plan? 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? 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 INITIAL STUDY City of Tustin Page | 53 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 (lbs/day) Operations (lbs/day) NOx 100 55 VOC 75 55 PM10 150 150 PM2.5 55 55 SOx 150 150 CO 550 550 Lead 3 3 Source: Regional Thresholds presented in this table are based on the SCAQMD Air Quality Significance Thresholds, March 2015 INITIAL STUDY City of Tustin Page | 54 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, CalEEMod 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 Construction Activity Maximum Daily Regional Emissions (pounds/day) ROG NOx CO SOx PM10 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 INITIAL STUDY City of Tustin Page | 55 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- 2024 50.3 31.5 23.4 0.1 3.6 2.1 SCAQMD Significance Thresholds 75 100 550 150 150 55 Threshold Exceeded?No No No No No No 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 Operational Activity Maximum Daily Regional Emissions (pounds/day) ROG NOx CO SOx 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 INITIAL STUDY City of Tustin Page | 56 Mobile 1.2 1.1 11.2 0.0 1.0 0.2 Total Project Operational Emissions 3.3 2.0 13.8 0.0 1.1 0.3 Existing Total Emissions 3.3 1.9 17.8 0.0 1.4 0.3 Net Total Operational Emissions 0.0 0.2 -4.0 0.0 -0.3 0.0 SCAQMD Significance Thresholds 55 55 550 150 150 55 Threshold Exceeded?No No No No No No 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, PM10,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, PM10, 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. INITIAL STUDY City of Tustin Page | 57 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 CalEEMod 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 Construction Activity Maximum Daily Regional Emissions (pounds/day) NOx CO PM10 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 INITIAL STUDY City of Tustin Page | 58 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 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. INITIAL STUDY City of Tustin Page | 59 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: x 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. x 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. x 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) INITIAL STUDY City of Tustin Page | 60 South Coast Air Quality Management District Final Localized Significance Threshold Methodology (SCAQMD 2008). Accessed: http://www.aqmd.gov/docs/defaultsource/ceqa/handbook/localized-significance- thresholds/final-lst-methodology-document.pdf INITIAL STUDY City of Tustin Page | 61 5.4.BIOLOGICAL RESOURCES Would the Project:Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact 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? INITIAL STUDY City of Tustin Page | 62 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. INITIAL STUDY City of Tustin Page | 63 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 BIO-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, INITIAL STUDY City of Tustin Page | 64 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://library.municode.com/ca/tustin/codes/code_of_ordinances?nodeId=ART7PUFA_ CH3TRSH_7308REPL. U.S. Fish and Wildlife Service Migratory Bird Treaty Act. Available at: https://www.fws.gov/law/migratory-bird-treaty-act-1918. INITIAL STUDY City of Tustin Page | 65 5.5.CULTURAL RESOURCES Would the Project:Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact 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 Resources; 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 NRHP, 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 INITIAL STUDY City of Tustin Page | 66 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. INITIAL STUDY City of Tustin Page | 67 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(g) 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. Existing 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) SecIn 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 INITIAL STUDY City of Tustin Page | 68 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). INITIAL STUDY City of Tustin Page | 69 5.6.ENERGY Would the Project:Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact 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 INITIAL STUDY City of Tustin Page | 70 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. INITIAL STUDY City of Tustin Page | 71 Table 5-6: Estimated Construction Equipment Diesel Fuel Consumption Equipment Number Hours per day Horse- power Load Factor Days of Construction Total Horsepower- hours Fuel Rate (gal/hp-hr) Fuel Use (gallons) Tractors/Loaders/Backhoes 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/Loaders/Backhoes 1 8 84 0.37 7 1,740 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 INITIAL STUDY City of Tustin Page | 72 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) INITIAL STUDY City of Tustin Page | 73 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 Source Number VMT Fuel Rate Gallons of Diesel Fuel Gallons of 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 1,596 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 INITIAL STUDY City of Tustin Page | 74 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 Source Energy Usage 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 INITIAL STUDY City of Tustin Page | 75 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) INITIAL STUDY City of Tustin Page | 76 5.7.GEOLOGY AND SOILS Would the Project:Potentiall y Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact 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 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? INITIAL STUDY City of Tustin Page | 77 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 CBC 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? INITIAL STUDY City of Tustin Page | 78 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 INITIAL STUDY City of Tustin Page | 79 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, INITIAL STUDY City of Tustin Page | 80 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 INITIAL STUDY City of Tustin Page | 81 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 INITIAL STUDY City of Tustin Page | 82 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 INITIAL STUDY City of Tustin Page | 83 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). INITIAL STUDY City of Tustin Page | 84 5.8.GREENHOUSE GAS EMISSIONS Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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: x Residential and Commercial land use: 3,000 metric tons of carbon dioxide equivalent (MTCO2e) per year x Industrial land use: 10,000 MTCO2e per year x 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 INITIAL STUDY City of Tustin Page | 85 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 (CalEEMod 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 Activity Annual GHG Emissions (MTCO2e) Project Operational Emissions Mobile 396 Area 10 Energy 86 Water 4 Waste 3 Total Project Gross Operation Emissions 499 Project Construction Emissions 14 INITIAL STUDY City of Tustin Page | 86 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 MTCO2e per year, below the existing operation and below the screening threshold of 3,000 MTCO2e 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: x 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. x 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. x 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. x 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. x 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 CARB. In addition, as described in INITIAL STUDY City of Tustin Page | 87 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) INITIAL STUDY City of Tustin Page | 88 5.9.HAZARDS AND HAZARDOUS MATERIALS Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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? INITIAL STUDY City of Tustin Page | 89 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 (CalOSHA), 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. INITIAL STUDY City of Tustin Page | 90 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: x Establishing a dedicated area for fuel storage and refueling and construction dewatering activities that includes secondary containment protection measures and spill control supplies; x Following manufacturers’ recommendations on the use, storage, and disposal of chemical products used in construction; x Avoiding overtopping construction equipment fuel tanks; x Properly containing and removing grease and oils during routine maintenance of equipment; and x 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 INITIAL STUDY City of Tustin Page | 91 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? INITIAL STUDY City of Tustin Page | 92 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 I 2021). 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 I 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 INITIAL STUDY City of Tustin Page | 93 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 INITIAL STUDY City of Tustin Page | 94 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 I 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/wildland-hazards-building-codes/fire-hazard-severity- zones-maps/ INITIAL STUDY City of Tustin Page | 95 5.10.HYDROLOGY AND WATER QUALITY Would the project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 INITIAL STUDY City of Tustin Page | 96 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. INITIAL STUDY City of Tustin Page | 97 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: x Provides the framework for the program management activities and plan development; x Provides the legal authority for prohibiting unpermitted discharges into the storm drain system and for requiring BMPs in new development and significant redevelopment; x 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 x 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 INITIAL STUDY City of Tustin Page | 98 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 Basin) 8,569 8,604 8,521 8,440 8,413 Purchased/Imported (MWDOC/EOCWD) 1,512 1,518 1,504 1,489 1,485 Total 10,081 10,122 10,025 9,929 9,898 Source: City of Tustin UWMP 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 INITIAL STUDY City of Tustin Page | 99 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 INITIAL STUDY City of Tustin Page | 100 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. INITIAL STUDY City of Tustin Page | 101 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 INITIAL STUDY City of Tustin Page | 102 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 06059C0277J, 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 06059C0277J, 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; INITIAL STUDY City of Tustin Page | 103 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: NPDES/SWPPP. 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. INITIAL STUDY City of Tustin Page | 104 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 06059C0277J. Available at: https://msc.fema.gov/portal/home INITIAL STUDY City of Tustin Page | 105 5.11.LAND USE AND PLANNING Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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. INITIAL STUDY City of Tustin Page | 106 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: https://www.tustinca.org/DocumentCenter/View/713/City-of-Tustin-General-Plan-PDF City of Tustin, 2022. City of Tustin Municipal Code (2022 Update 1). Accessed: https://library.municode.com/ca/tustin/codes/code_of_ordinances INITIAL STUDY City of Tustin Page | 107 5.12.MINERAL RESOURCES Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 INITIAL STUDY City of Tustin Page | 108 California Department of Conservation (CDOC), 2022. CGS Information Warehouse: Mineral Land Classification. Accessed: https://maps.conservation.ca.gov/mineralresources INITIAL STUDY City of Tustin Page | 109 5.13.NOISE Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 I). 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. x Policy 2.3: Use noise/land use compatibility standards as a guide for future planning and development. x Policy 2.4: Review proposed projects in terms of compatibility with nearby noise- sensitive land uses with the intent of reducing noise impacts. x 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. INITIAL STUDY City of Tustin Page | 110 x 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) <55 60 65 70 75 80> Residential – Single Family, Duplex, Multiple Family AABCCDD 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. INITIAL STUDY City of Tustin Page | 111 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 Zone Exterior/ Interior Time Period L50 (30 mins) L25 (15 mins) L8 (5 mins) L2 (1 min) Lmax (Anytime) 1 Exterior 7:00 AM to 10:00 PM 55 60 65 70 75 10:00 PM to 7:00 AM 50 55 60 65 70 Interior 7:00 AM to 10:00 PM — — 55 60 65 10:00 PM to 7:00 AM — — 45 50 55 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 4616, 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 INITIAL STUDY City of Tustin Page | 112 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 I), 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. INITIAL STUDY City of Tustin Page | 113 Table 5-13: Existing (Ambient) Noise Measurement Results Location Location Description Daytime Noise Levels1 (dBA Leq) Evening Noise Levels2 (dBA Leq) Nighttime Noise Levels 3 (dBA Leq) Average Daily Noise Levels (dBA CNEL) LT-1 Northeast corner of project site, near the proposed northern facades of the residential units. 67.6 – 69.5 65.1 – 67.4 53.6 – 66.4 70.0 LT-2 Southern corner of project site near Prospect Park. 50.6 – 63.1 60.2 – 61.1 43.6 – 58.5 62.0 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) INITIAL STUDY City of Tustin Page | 114 Figure 3. Noise Measurement Locations INITIAL STUDY City of Tustin Page | 115 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 INITIAL STUDY City of Tustin Page | 116 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 Description Acoustical Usage Factor (%) 1 Maximum Noise Level (Lmax)at50Feet2 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 INITIAL STUDY City of Tustin Page | 117 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 consistent with the City of Boston’s Noise Code for the “Big Dig” project. FHWA = Federal Highway Administration Lmax = maximum instantaneous sound level Table 5-15: Potential Construction Noise Impacts at Nearest Receptors Receptor (Location) Composite Noise Level (dBA Leq)at 50 feet 1 Distance (feet) Composite Noise Level (dBA Leq) Residences (South) 89 135 80 Residences (East)285 73 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; INITIAL STUDY City of Tustin Page | 118 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 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 Bulldozer2 0.089 87 Caisson Drilling 0.089 87 Loaded Trucks2 0.076 86 Jackhammer 0.035 79 Small Bulldozer 0.003 58 1 RMS vibration velocity in decibels (VdB) is 1 μin/sec. 2 Equipment shown in bold is expected to be used on site. μin/sec = microinches per second ft = foot/feet FTA = Federal Transit Administration in/sec = inch/inches per second LV = velocity in decibels PPV = peak particle velocity RMS = root-mean-square VdB = 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 INITIAL STUDY City of Tustin Page | 119 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 Level (VdB) at 25 ft 1 Distance (ft) 2 Vibration Level (VdB) Residences (South) 87 135 65 Residences (East)285 55 Commercial (West)285 55 School (North)670 44 Source: Appendix I Noise Impact Analysis 1 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 Level (VdB) at 25 ft 1 Distance (ft) 2 Vibration Level (VdB) Residences (South) 87 35 0.054 Residences (East)50 0.031 Commercial (West)50 0.031 School (North)520 0.001 Source: Appendix I Noise Impact Analysis 1 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 INITIAL STUDY City of Tustin Page | 120 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 INITIAL STUDY City of Tustin Page | 121 (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: https://www.tustinca.org/DocumentCenter/View/713/City-of-Tustin-General-Plan-PDF City of Tustin, 2022. City of Tustin Municipal Code (2022 Update 1). Accessed: https://library.municode.com/ca/tustin/codes/code_of_ordinances LSA, 2022. Noise and Vibration Impact Analysis (Appendix I) INITIAL STUDY City of Tustin Page | 122 5.14.POPULATION AND HOUSING Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 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 (CDF) 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? INITIAL STUDY City of Tustin Page | 123 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/demographics/estimates/e-5-population-and-housing- estimates-for-cities-counties-and-the-state-2020-2022/ INITIAL STUDY City of Tustin Page | 124 5.15.PUBLIC SERVICES 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: Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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: x 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. INITIAL STUDY City of Tustin Page | 125 x OCFA Fire Station #37 is located 2.32 miles from the Project site at 15011 Kensington Park Drive. x 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 Unified School 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 El Camino Real, which is 0.78 miles from the Project site. INITIAL STUDY City of Tustin Page | 126 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: x 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. x 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. x 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 INITIAL STUDY City of Tustin Page | 127 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 Plans, 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://library.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/169/Police Office of Public School Construction. 2009. State of California Enrollment Certification/Projection – School Facility Program. Accessed: https://www.dgsapps.dgs.ca.gov/OPSC/ab1014/sab50-01instructions.pdf. Tustin Unified School District. Accessed: https://www.tustin.k12.ca.us/ INITIAL STUDY City of Tustin Page | 128 5.16.RECREATION Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 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 INITIAL STUDY City of Tustin Page | 129 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://library.municode.com/ca/tustin/codes/code_of_ordinances INITIAL STUDY City of Tustin Page | 130 5.17.TRANSPORTATION Would the project:Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 INITIAL STUDY City of Tustin Page | 131 Business Park1 TSF 12.44 1.15 0.20 1.35 0.32 0.90 1.22 Single-Family Detached Housing2 DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94 Single-Family Attached Housing3 DU 7.20 0.15 0.33 0.48 0.32 0.25 0.57 Existing Trip Generation Existing Business Park 47.583 TSF -592 -55 -10 -64 -15 -43 -58 Project Trip Generation Single-Family Detached Housing 4 DU 38123 214 Single-Family Attached Housing 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 = Dwelling Unit 1Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021, Land Use Code 770-Business Park. All Sites. 2Trip rates from the Institute of Transportation Engineers,Trip Generation, 11th Edition, 2021, Land Use Code 210-Single-Family Detached Housing. All Sites. 3Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021, Land Use Code 215-Single-Family Detached Housing. All Sites. Source: VMT 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 INITIAL STUDY City of Tustin Page | 132 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 OPR 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 INITIAL STUDY City of Tustin Page | 133 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). INITIAL STUDY City of Tustin Page | 134 5.18.TRIBAL CULTURAL RESOURCES 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: Potentially Significant Impact Less Than Significant with Mitigation Incorporated Less Than Significant Impact No Impact 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 INITIAL STUDY City of Tustin Page | 135 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: x Campo Band of Diegueno Mission Indians x Ewiiaapaayp Band of Kumeyaay Indians x Gabrieleno Band of Mission Indians - Kizh Nation x Gabrieleno/Tongva San Gabriel Band of Mission Indians x Gabrielino Tongva Indians of California Tribal Council x Gabrielino/Tongva Nation x Gabrielino-Tongva Tribe x Juaneno Band of Mission Indians Acjachemen Nation - Belardes x La Posta Band of Diegueno Mission Indians x Manzanita Band of Kumeyaay Nation x Mesa Grande Band of Diegueno Mission Indians x Pala Band of Mission Indians x Santa Rosa Band of Cahuilla Indians x Soboba Band of Luiseno Indians x 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: INITIAL STUDY City of Tustin Page | 136 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)? 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 or funerary 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 INITIAL STUDY City of Tustin Page | 137 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 Gabrieleño 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 PRC 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. INITIAL STUDY City of Tustin Page | 138 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 INITIAL STUDY City of Tustin Page | 139 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). INITIAL STUDY City of Tustin Page | 140 5.19.UTILITIES AND SERVICE SYSTEMS Would the Project:Potentially Significant Impact Less Than Significant with Mitigation Incorporat ed Less Than Significant Impact No Impact 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 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? INITIAL STUDY City of Tustin Page | 141 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 INITIAL STUDY City of Tustin Page | 142 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 af of untreated groundwater and 3,038 af desalinated groundwater from OC Basin, and 375 af 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 af and is projected to decrease to 10,081 af 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. INITIAL STUDY City of Tustin Page | 143 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. INITIAL STUDY City of Tustin Page | 144 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 INITIAL STUDY City of Tustin Page | 145 Arcadis U.S. Inc., 2021. City of Tustin Urban Water Management Plan. Available at https://www.tustinca.org/DocumentCenter/View/5138/Tustin-2020-UWMP California Emissions Estimator Model (CalEEMod) 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: https://www2.calrecycle.ca.gov/SolidWaste/SiteActivity/Details/2767?siteID=2103 Orange County Sanitation District. 2017. Orange County Sanitation District Cost of Service Study. https://www.ocsan.gov/home/showpublisheddocument/23431/636537053338700000 INITIAL STUDY City of Tustin Page | 146 5.20.WILDFIRE If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the Project: Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporat ed Less Than Significa nt Impact No Impact a) Substantially impair an adopted emergency response plan or emergency evacuation plan? 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? 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 plan? 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 INITIAL STUDY City of Tustin Page | 147 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: INITIAL STUDY City of Tustin Page | 148 5.21.MANDATORY FINDINGS OF SIGNIFICANCE Potential ly Significa nt Impact Less Than Significant with Mitigation Incorporate d Less Than Significa nt Impact No Impact 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? 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 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 INITIAL STUDY City of Tustin Page | 149 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 INITIAL STUDY City of Tustin Page | 150 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. Urban Planning ■Due Diligence ■Entitlements ■CEQA/NEPA ■Development Services ■Management ■Public Outreach 2355 Main Street, Suite 100 ■Irvine, CA 92614 949.794.1180 ■info@epdsolutions.com 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 (CalEEMod 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 1113 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. 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 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 2 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 thresholds1 (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 Construction Activity Maximum Daily Regional Emissions (pounds/day) ROG NOx CO SOx PM10 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 Emission 2023-2024 50.3 31.5 23.4 0.1 3.6 2.1 SCAQMD Significance Thresholds 75 100 550 150 150 55 Threshold Exceeded?No No No No No No Table 3. Net Regional Operational Emission Estimates Operational Activity Maximum Daily Regional Emissions (pounds/day) ROG NOx CO SOx 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 Emissions 3.3 2.0 13.8 0.0 1.1 0.3 Existing Total Emissions 3.3 1.9 17.8 0.0 1.4 0.3 Net Total Operational Emissions 0.0 0.2 -4.0 0.0 -0.3 0.0 SCAQMD Significance Thresholds 55 55 550 150 150 55 Threshold Exceeded?No No No No No No 1 SCAQMD April 2019. Found at http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-quality- significance-thresholds.pdf 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 3 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, NOx, PM10, 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 NOx, CO, PM10, and PM2.5 from a project could result in a significant impact to the local air quality. The thresholds are determined by: x 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), x Size of the project, x 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.aqmd.gov/docs/defaultsource/ceqa/handbook/localized-significance-thresholds/final-lst- methodology-document.pdf 3 SCAQMD 2008: Final Localized Significance Threshold Methodology Appendix C. Referenced on 9/16/2020 at http://www.aqmd.gov/docs/default-source/ceqa/handbook/localized-significance-thresholds/appendix-c-mass- rate-lst-look-up-tables.pdf?sfvrsn=2 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 4 Table 4. Localized Construction Emission Estimates Construction Activity Maximum Daily Regional Emissions (pounds/day) NOx CO PM10 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: x 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: x The project’s construction and operational energy consumption would be provided by Southern California Edison Company. x Construction equipment fuel consumption derived from ARB Offroad2021 emission model x Fuel Consumption from vehicle travel derived from ARB EMFAC2021 emission model x 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: 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 5 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 OffRoad2021 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. 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 6 Table 5. Construction Equipment Fuel Usage Activity Equipment Number Hours per day Horse- power Load Factor Days of Construction Total Horsepower- hours Fuel Rate (gal/hp-hr) Fuel Use (gallons) Demolition Tractors/Loaders/Backhoes 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 Site Preparation 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/Loaders/Backhoes 1 8 84 0.37 7 1,740 0.01915595 33 Grading 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 Model Building Construction 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 Paving Tractors/Loaders/Backhoes 1 8 84 0.37 10 2,486 0.01915595 48 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 Architectural Coating Air Compressors 1 8 78 0.48 10 2,995 0.02759304 83 Total 10,262 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 7 Table 6. Estimated Project Vehicle Fuel Usage Construction Source Number VMT Fuel Rate Gallons of Diesel Fuel Gallons of 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 1,596 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 Equipment 10,262 0 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 1,018,434 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 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 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 8 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: x Option 1: All land use types: 3,000 MTCO2e per year x 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 CalEEMod 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 Activity Annual GHG Emissions (MTCO2e) 2023 423 2024 6 Total Emissions 429 Total Emissions Amortized Over 30 Years 14 4 SCAQMD 2010. Minutes of the GHG CEQA Significance Threshold Stakeholder Working Group #15. Referenced on 9/21/2020 at: http://www.aqmd.gov/docs/default-source/ceqa/handbook/greenhouse-gases-(ghg)-ceqa- significance-thresholds/year-2008-2009/ghg-meeting-15/ghg-meeting-15-minutes.pdf 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 9 Table 10. Net GHG Emissions Activity Annual GHG Emissions (MTCO2e) Project Operational Emissions Mobile 396 Area 10 Energy 86 Water 4 Waste 3 Total Project Gross Operation Emissions 499 Project Construction Emissions 14 Total Emissions 513 Existing 693 Net -180 Significance Threshold 3,000 Threshold Exceeded?No 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 10 Figure 1: Project Site Plan 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 11 CalEEMod Output Sheets 17802 Irvine Blvd Custom Report, 7/22/2022 1 / 35 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 17802 Irvine Blvd Custom Report, 7/22/2022 2 / 35 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. Offroad Emissions By Equipment Type 17802 Irvine Blvd Custom Report, 7/22/2022 3 / 35 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 17802 Irvine Blvd Custom Report, 7/22/2022 4 / 35 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 17802 Irvine Blvd Custom Report, 7/22/2022 5 / 35 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 17802 Irvine Blvd Custom Report, 7/22/2022 6 / 35 8. User Changes to Default Data 17802 Irvine Blvd Custom Report, 7/22/2022 7 / 35 1. Basic Project Information 1.1. Basic Project Information Data Field Value Project Name 17802 Irvine Blvd Lead Agency — Land Use Scale Project/site Analysis Level for Defaults County Windspeed (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 Land Use Subtype Size Unit Lot Acreage Building Area (sq ft)Landscape Area (sq ft) Special Landscape Area (sq ft) Population Description Condo/Townhouse 36.0 Dwelling Unit 1.79 71,767 4,626 9,869 107 — Single Family Housing 4.00 Dwelling Unit 0.20 8,016 514 1,096 12.0 — Parking Lot 9.00 Space 0.08 0.00 0.00 0.00 —— 17802 Irvine Blvd Custom Report, 7/22/2022 8 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit.ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Unmit.2.07 31.6 23.3 0.09 5.67 2.59 13,963 Daily, Winter (Max) ——————— Unmit.50.3 19.5 18.6 0.04 3.65 1.23 4,621 Average Daily (Max) ——————— Unmit.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.NoNoNoNoNoNo— Exceeds (Average Daily) ——————— Threshold 75.0 100 550 150 150 55.0 — Unmit.NoNoNoNoNoNo— 2.2. Construction Emissions by Year, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year ROG NOx CO SO2 PM10T PM2.5T CO2e 17802 Irvine Blvd Custom Report, 7/22/2022 9 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit.ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Unmit.3.34 1.94 13.8 0.03 1.08 0.27 4,269 Daily, Winter (Max) ——————— Unmit.3.12 2.01 10.7 0.03 1.08 0.26 4,144 Average Daily (Max) ——————— Unmit.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.NoNoNoNoNoNo— 17802 Irvine Blvd Custom Report, 7/22/2022 10 / 35 ———————Exceeds (Average Daily) Threshold 55.0 55.0 550 150 150 55.0 — Unmit.NoNoNoNoNoNo— Exceeds (Annual) ——————— Threshold ——————3,000 Unmit.——————No 2.5. Operations Emissions by Sector, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Irvine Blvd Custom Report, 7/22/2022 11 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e 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 — 17802 Irvine Blvd Custom Report, 7/22/2022 12 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e 17802 Irvine Blvd Custom Report, 7/22/2022 13 / 35 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 Movement ————0.410.04— 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 Movement ————0.01<0.005— 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 Movement ————<0.005<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 0.03 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 17802 Irvine Blvd Custom Report, 7/22/2022 14 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e Onsite——————— Daily, Summer (Max) ——————— Off-Road Equipment 1.81 17.8 16.8 0.02 0.85 0.78 2,535 Dust From Material Movement ————1.860.89— 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 Movement ————0.070.03— 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 Movement ————0.010.01— 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 17802 Irvine Blvd Custom Report, 7/22/2022 15 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e 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 ——————— 17802 Irvine Blvd Custom Report, 7/22/2022 16 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Irvine Blvd Custom Report, 7/22/2022 17 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10T PM2.5T CO2e 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) ——————— 17802 Irvine Blvd Custom Report, 7/22/2022 18 / 35 Average Daily — — — — — — — Annual——————— 4. Operations Emissions Details 4.1. Mobile Emissions by Land Use 4.1.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Irvine Blvd Custom Report, 7/22/2022 19 / 35 4.2.1. Electricity Emissions By Land Use - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Condo/Townhouse ——————159 Single Family Housing ——————26.5 ParkingLot——————2.97 Total——————188 Daily, Winter (Max) ——————— Condo/Townhouse ——————159 Single Family Housing ——————26.5 ParkingLot——————2.97 Total——————188 Annual——————— Condo/Townhouse ——————26.3 Single Family Housing ——————4.39 ParkingLot——————0.49 Total——————31.2 4.2.3. Natural Gas Emissions By Land Use - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Irvine Blvd Custom Report, 7/22/2022 20 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Irvine Blvd Custom Report, 7/22/2022 21 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Condo/Townhouse ——————21.0 Single Family Housing ——————2.33 ParkingLot——————0.00 Total——————23.3 Daily, Winter (Max) ——————— Condo/Townhouse ——————21.0 Single Family Housing ——————2.33 ParkingLot——————0.00 Total——————23.3 Annual——————— Condo/Townhouse ——————3.47 Single Family Housing ——————0.39 ParkingLot——————0.00 Total——————3.86 17802 Irvine Blvd Custom Report, 7/22/2022 22 / 35 4.5. Waste Emissions by Land Use 4.5.2. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Condo/Townhouse ——————16.8 Single Family Housing ——————2.00 ParkingLot——————0.00 Total——————18.8 Daily, Winter (Max) ——————— Condo/Townhouse ——————16.8 Single Family Housing ——————2.00 ParkingLot——————0.00 Total——————18.8 Annual——————— Condo/Townhouse ——————2.79 Single Family Housing ——————0.33 ParkingLot——————0.00 Total——————3.12 4.6. Refrigerant Emissions by Land Use 4.6.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— 17802 Irvine Blvd Custom Report, 7/22/2022 23 / 35 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— Daily, Winter (Max) ——————— Total——————— Annual——————— Total——————— 4.8. Stationary Emissions By Equipment Type 4.8.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 17802 Irvine Blvd Custom Report, 7/22/2022 24 / 35 Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— Daily, Winter (Max) ——————— Total——————— Annual——————— Total——————— 4.9. User Defined Emissions By Equipment Type 4.9.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— 17802 Irvine Blvd Custom Report, 7/22/2022 25 / 35 Daily, Winter (Max) — — — — — — — Total——————— Annual——————— Total——————— 4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— Daily, Winter (Max) ——————— Total——————— Annual——————— Total——————— 4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Avoided ——————— Subtotal——————— Sequestered——————— Subtotal——————— Removed——————— Subtotal——————— ———————— Daily, Winter (Max) ——————— 17802 Irvine Blvd Custom Report, 7/22/2022 26 / 35 Avoided — — — — — — — Subtotal——————— Sequestered——————— Subtotal——————— Removed——————— Subtotal——————— ———————— Annual——————— Avoided ——————— Subtotal——————— Sequestered——————— Subtotal——————— Removed——————— Subtotal——————— ———————— 5. Activity Data 5.1. Construction Schedule Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description 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 — 17802 Irvine Blvd Custom Report, 7/22/2022 27 / 35 5.2. Off-Road Equipment 5.2.1. Unmitigated Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Tractors/Loaders/Backh oes Diesel Average 3.00 8.00 84.0 0.37 Demolition Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Demolition Concrete/Industrial Saws Diesel Average 1.00 8.00 33.0 0.73 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 oes Diesel Average 1.00 8.00 84.0 0.37 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 oes Diesel Average 2.00 8.00 84.0 0.37 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 oes Diesel Average 1.00 8.00 84.0 0.37 Building Construction Welders Diesel Average 3.00 8.00 46.0 0.45 Paving Tractors/Loaders/Backh oes Diesel Average 1.00 8.00 84.0 0.37 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 Mixers Diesel Average 1.00 8.00 10.0 0.56 17802 Irvine Blvd Custom Report, 7/22/2022 28 / 35 Architectural Coating Air Compressors Diesel Average 1.00 8.00 37.0 0.48 5.3. Construction Vehicles 5.3.1. Unmitigated Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition ———— Demolition Worker 12.5 18.5 LDA,LDT1,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,LDT1,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,LDT1,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,LDT1,LDT2 Building Construction Vendor 4.28 10.2 HHDT,MHDT Building Construction Hauling 0.00 20.0 HHDT Building Construction Onsite truck ——HHDT Paving———— 17802 Irvine Blvd Custom Report, 7/22/2022 29 / 35 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,LDT1,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 Phase Name Residential Interior Area Coated (sq ft) Residential Exterior Area Coated (sq ft) Non-Residential Interior Area Coated (sq ft) Non-Residential Exterior Area Coated (sq ft) Parking Area Coated (sq ft) Architectural Coating 161,561 53,854 159 52.9 212 5.6. Dust Mitigation 5.6.1. Construction Earthmoving Activities Phase Name Material Imported (cy)Material Exported (cy)Acres Graded (acres)Material Demolished (Building Square Footage) Acres Paved (acres) 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 17802 Irvine Blvd Custom Report, 7/22/2022 30 / 35 5.6.2. Construction Earthmoving Control Strategies Control Strategies Applied Frequency (per day)PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74%74% 5.7. Construction Paving Land Use Area Paved (acres)% Asphalt 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 (lb/MWh) Year kWh per Year CO2 CH4 N2O 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 Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Condo/Townhouse 259 315 258 97,480 2,605 3,170 2,595 979,869 Single Family Housing 37.7 37.9 33.9 13,580 379 381 341 136,507 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.10. Operational Area Sources 17802 Irvine Blvd Custom Report, 7/22/2022 31 / 35 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 17802 Irvine Blvd Custom Report, 7/22/2022 32 / 35 Parking Area Coated (sq ft)Residential Exterior Area Coated (sq ft)Residential Interior Area Coated (sq ft) Non-Residential Interior Area Coated (sq ft) Non-Residential Exterior Area Coated (sq ft) 161560.57499999998 53,854 159 52.9 212 5.10.3. Landscape Equipment Season Unit Value 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 N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr)CO2 CH4 N2O 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 Land Use 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 17802 Irvine Blvd Custom Report, 7/22/2022 33 / 35 5.13.1. Unmitigated Land Use Waste (ton/year)Cogeneration (kWh/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 Land Use Type Equipment Type Refrigerant GWP Quantity (kg)Operations Leak Rate Service Leak Rate Times Serviced Condo/Townhouse Average room A/C & Other residential A/C and heat pumps R-410A 2,088 < 0.005 2.50 2.50 10.0 Condo/Townhouse Household refrigerators and/or freezers R-134a 1,430 0.12 0.60 0.00 1.00 Single Family Housing Average room A/C & Other residential A/C and heat pumps R-410A 2,088 < 0.005 2.50 2.50 10.0 Single Family Housing Household refrigerators and/or freezers R-134a 1,430 0.12 0.60 0.00 1.00 5.15. Operational Off-Road Equipment 5.15.1. Unmitigated Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor 5.16. Stationary Sources 5.16.1. Emergency Generators and Fire Pumps 17802 Irvine Blvd Custom Report, 7/22/2022 34 / 35 Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor 5.16.2. Process Boilers Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr)Daily Heat Input (MMBtu/day)Annual Heat Input (MMBtu/yr) 5.17. User Defined Equipment Type Fuel Type —— 5.18. Vegetation 5.18.1. Land Use Change 5.18.1.1. Unmitigated Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres 5.18.1. Biomass Cover Type 5.18.1.1. Unmitigated Biomass Cover Type Initial Acres Final Acres 5.18.2. Sequestration 5.18.2.1. Unmitigated Tree Type Number Electricity Saved (kWh/year)Natural Gas Saved (btu/year) 17802 Irvine Blvd Custom Report, 7/22/2022 35 / 35 8. User Changes to Default Data Screen 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 17802 Existing Site Custom Report, 7/25/2022 1 / 19 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 17802 Existing Site Custom Report, 7/25/2022 2 / 19 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. Offroad 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 17802 Existing Site Custom Report, 7/25/2022 3 / 19 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 17802 Existing Site Custom Report, 7/25/2022 4 / 19 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 17802 Existing Site Custom Report, 7/25/2022 5 / 19 1. Basic Project Information 1.1. Basic Project Information Data Field Value Project Name 17802 Existing Site Lead Agency — Land Use Scale Project/site Analysis Level for Defaults County Windspeed (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 Land Use Subtype Size Unit Lot Acreage Building Area (sq ft)Landscape Area (sq ft) Special Landscape Area (sq ft) Population Description Office Park 44.9 1000sqft 1.03 44,948 0.00 ——— Parking Lot 151 Space 1.04 0.00 0.00 ——— 17802 Existing Site Custom Report, 7/25/2022 6 / 19 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit.ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Unmit.3.31 1.74 17.9 0.04 1.39 0.29 5,283 Daily, Winter (Max) ——————— Unmit.2.97 1.84 14.8 0.04 1.38 0.28 5,114 Average Daily (Max) ——————— Unmit.2.70 1.47 12.7 0.03 1.03 0.22 4,187 Annual (Max)——————— Unmit.0.49 0.27 2.31 0.01 0.19 0.04 693 2.5. Operations Emissions by Sector, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Existing Site Custom Report, 7/25/2022 7 / 19 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 Area1.09—————— 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 17802 Existing Site Custom Report, 7/25/2022 8 / 19 4.1. Mobile Emissions by Land Use 4.1.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Office 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Office Park ——————770 Parking Lot ——————38.1 Total——————808 17802 Existing Site Custom Report, 7/25/2022 9 / 19 Daily, Winter (Max) — — — — — — — Office Park ——————770 Parking Lot ——————38.1 Total——————808 Annual——————— Office Park ——————127 ParkingLot——————6.31 Total——————134 4.2.3. Natural Gas Emissions By Land Use - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Existing Site Custom Report, 7/25/2022 10 / 19 4.3.2. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10T PM2.5T CO2e 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 —————— Total1.09—————— 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Office Park ——————118 ParkingLot——————0.00 Total——————118 17802 Existing Site Custom Report, 7/25/2022 11 / 19 Daily, Winter (Max) — — — — — — — Office Park ——————118 ParkingLot——————0.00 Total——————118 Annual——————— Office Park ——————19.5 ParkingLot——————0.00 Total——————19.5 4.5. Waste Emissions by Land Use 4.5.2. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Office Park ——————78.8 ParkingLot——————0.00 Total——————78.8 Daily, Winter (Max) ——————— Office Park ——————78.8 ParkingLot——————0.00 Total——————78.8 Annual——————— Office Park ——————13.0 ParkingLot——————0.00 Total——————13.0 17802 Existing Site Custom Report, 7/25/2022 12 / 19 4.6. Refrigerant Emissions by Land Use 4.6.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— Daily, Winter (Max) ——————— Total——————— Annual——————— Total——————— 17802 Existing Site Custom Report, 7/25/2022 13 / 19 4.8. Stationary Emissions By Equipment Type 4.8.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— Daily, Winter (Max) ——————— Total——————— Annual——————— Total——————— 4.9. User Defined Emissions By Equipment Type 4.9.1. Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment Type ROG NOx CO SO2 PM10T PM2.5T CO2e 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 17802 Existing Site Custom Report, 7/25/2022 14 / 19 Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10T PM2.5T CO2e 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 (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Total——————— Daily, Winter (Max) ——————— Total——————— Annual——————— Total——————— 4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10T PM2.5T CO2e Daily, Summer (Max) ——————— Avoided ——————— Subtotal——————— Sequestered——————— Subtotal——————— 17802 Existing Site Custom Report, 7/25/2022 15 / 19 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 Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Office Park 559 73.7 34.2 151,404 4,827 636 295 1,306,920 17802 Existing Site Custom Report, 7/25/2022 16 / 19 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 Residential Interior Area Coated (sq ft)Residential Exterior Area Coated (sq ft)Non-Residential Interior Area Coated (sq ft) Non-Residential Exterior Area Coated (sq ft) Parking Area Coated (sq ft) 0 0.00 69,459 23,153 2,716 5.10.3. Landscape Equipment Season Unit Value 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 N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr)CO2 CH4 N2O 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 17802 Existing Site Custom Report, 7/25/2022 17 / 19 5.12.1. Unmitigated Land Use 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 Land Use Waste (ton/year)Cogeneration (kWh/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 Land Use Type Equipment Type Refrigerant GWP Quantity (kg)Operations Leak Rate Service Leak Rate Times Serviced Office Park Household refrigerators and/or freezers R-134a 1,430 0.02 0.60 0.00 1.00 Office Park Other commercial A/C and heat pumps R-410A 2,088 < 0.005 4.00 4.00 18.0 5.15. Operational Off-Road Equipment 5.15.1. Unmitigated Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor 5.16. Stationary Sources 17802 Existing Site Custom Report, 7/25/2022 18 / 19 5.16.1. Emergency Generators and Fire Pumps Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor 5.16.2. Process Boilers Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr)Daily Heat Input (MMBtu/day)Annual Heat Input (MMBtu/yr) 5.17. User Defined Equipment Type Fuel Type —— 5.18. Vegetation 5.18.1. Land Use Change 5.18.1.1. Unmitigated Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres 5.18.1. Biomass Cover Type 5.18.1.1. Unmitigated Biomass Cover Type Initial Acres Final Acres 5.18.2. Sequestration 5.18.2.1. Unmitigated Tree Type Number Electricity Saved (kWh/year)Natural Gas Saved (btu/year) 17802 Existing Site Custom Report, 7/25/2022 19 / 19 8. User Changes to Default Data Screen 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) 17802 Irvine Boulevard Residential Development Air Quality/Energy/GHG Summary 12 Fuel Calculations Model Output: OFFROAD2021 (v1.0.2) Emissions Inventory Region Type: Sub-Area Region: Orange (SC) Calendar Year: 2023 Scenario: All Adopted Rules - Exhaust Vehicle Classification: OFFROAD2021 Equipment Types Units: tons/day for Emissions, gallons/year for Fuel, hours/year for Activity, Horsepower-hours/year for Horsepower-hours Region Calendar Year 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 0.041827 Orange (SC) 2023 Construction and Mining - Rubber Tired Dozers Aggregate Aggregate Diesel 206038.0503 9994494.346 0.020615 Orange (SC) 2023 Construction and Mining - Tractors/Loaders/Backhoes Aggregate Aggregate Diesel 2585099.389 134950222.2 0.019156 Orange (SC) 2023 Construction and Mining - Graders Aggregate Aggregate Diesel 697357.6058 32944165.08 0.021168 Orange (SC) 2023 Construction and Mining - Scrapers Aggregate Aggregate Diesel 1846404.264 73833782.51 0.025008 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) Calendar Year: 2023 Season: Annual Vehicle Classification: EMFAC2007 Categories Units: miles/year for CVMT and EVMT, trips/year for Trips, kWh/year for Energy Consumption, tons/year for Emissions, 1000 gallons/year for Fuel Consumption Region Calendar Year 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) Calendar Year: 2023 Season: Annual Vehicle Classification: EMFAC2007 Categories Units: miles/year for CVMT and EVMT, trips/year for Trips, kWh/year for Energy Consumption, tons/year for Emissions, 1000 gallons/year for Fuel Consumption Region Calendar Year 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                                  #*.' +)*#& &*&&#$. +)*#&$# '(&#          (#&%#*"&))'#*)& '-.'+#* '-.$# '(&#     #!&*+(        '$+*#'&)  #&*(*+#* (,#&$# '(&#                          "! 2442*676:7A*6-:2*6%52<1 $#   "!:2*6%52<1*6-;;7,2*<.;6,   #7?*A$7*-%=2<.   #7?*A*42/7:62*        ! ! !#%74=<276;    *26%<:..<%=2<.    :>26.*42/7:62*     !!=0=;<     !! =4<=:*4$.;7=:,.;%<=-A/7:<1.  :>26.7=4.>*:-#:73.,< 2<A7/&=;<26":*60.7=6<A*42/7:62*#!;    *6-  # !"##1*;.=4<=:*4$.;7=:,.;%=:>.A     " 526=<.  88:7@25*<.4A<?7*,:.;   # %=:>.A7//2,.+=24-260;*<  *6-  :>26.7=4.>*:-   7>.: A.*:;74-.>*4=*<276/7:.4202+242<A/7:26,4=;27626<1.   $$:.,755.6-.-67<2/2,*<2767/*9=*42/2.-*:,1*.74702;<   26<1..>.6<7/*-2;,7>.:A:.,755.6-.-                          ! !&%' $(%&$&   !&$"'&"!  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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.            1.0–5 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).           1.0–6 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           1.0–7 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 Luiseño, Gabrielino, and Acjachemen (Juaneño), 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 Juaneño and the Luiseño (Kroeber 1976). The Luiseño, Gabrielino, and Juaneño 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           1.0–8 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 Luiseño, Gabrielino, and Juaneño. The Gabrielino occupied territory northwest of Aliso Creek, the Juaneño occupied territory to the south, and the Luiseño occupied territory to the southeast and east. However, there is evidence indicating that the Juaneño 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 Portolá (with Father Junípero 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 (Juaneño), 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.           1.0–9 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           1.0–10 sanguine that it will prove a success. (Petaluma Weekly 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). Unfortunately, the early success of Tustin was brief: ",)79'')77)73*8,) 7;)6)6):)67)(&=8,)%2-'3*  ;,-',0)(838,) ()1-7)3*7):)6%0&97-2)77)7-283;2%2('03796)3*8,)&%2/ $-8,8,)2); ')2896='%1)%+6%(9%06)&9-0(-2+3*8,))'3231=%2(8,)79'')77*90%((-8-3273* 8,)-678%8-32%0%2/3*"978-28,)"978-291&)6314%2="978-2 %6%+)"978-2%6(;%6)-)4)67))(!836)8,)#889-')314%2=%2(8,6)) 0%6+)'-8697%773'-%8-324%'/-2+,397)7-8=3*"978-2   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. -8=3*"978-2    Plate 1.3–1: Columbus Tustin. Photograph courtesy of the Tustin Area Museum.           1.0–11 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           1.0–12 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           1.0–13 Public Resources Code Section 5020.1(j) 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           1.0–14 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: The general prohibition on disinterring, disturbing, or removing human remains from any location other than a dedicated cemetery (Health and Safety Code !)'8-32    ",)6)59-6)1)2873*%2(8,)3%78%0'8           ",)-8=A7)2)6%00%2  -2(-'%8)78,%8"978-2?4377)77)7-14368%282%896%06)7396')7 %2(*)%896)78,%8;%66%284638)'8-3246)7)6:%8-32%2(1%2%+)1)28%78,)'31192-8=+63;7@ ",)327)6:%8-324)2!4%')%2( )'6)%8-320)1)28140)1)28%8-3263+6%1;-8,-28,) )2)6%0 0%2    463:-()7 % +9-()0-2) *36 8,) 46)7)6:%8-32 3* %6',%)303+-'%0 %2( 4%0)328303+-'%0!)'8-32 %2(,-7836-'!)'8-32 6)7396')7-()28-*-)(;-8,-2%463.)'8;-8,-2 8,)-8=!)'8-32 %440-)7838,)46)7)6:%8-323*%6',%)303+-'%0%2('90896%0 6)7396')7 ;-8,-2 8,) -8=&=   % 6)59-6-2+():)034)67834)6*361%6',%)303+-'%0%2(4%0)328303+-'%0796:)=746-36 83+6%(-2+-2%6)%7/23;2367974)'8)(83'328%-279',6)7396')7  %2(           1.0–15 & )2*36'-2+463:-7-3273*8,)%0-*362-%2:-6321)28%09%0-8='86)+%6(-2+ 46)7)6:%8-32 36 7%0:%+) 3* 7-+2-*-'%28  ,-7836-'  %6',%)303+-'%0  %2(  4%0)328303+-'%0  7-8)7(-7'3:)6)((96-2+'327869'8-32%'8-:-8-)7  !)'8-32 7))/78346)7)6:),-7836-'6)7396')7;,)6):)6*)%7-&0)&=  %'328-29-2+463+6%1783)2796)8,)-8=A778%897%7%)68-*-)(3'%03:)621)28 &98-0->-2+ 8,) +9-()0-2)7)78%&0-7,)(&=8,)%8-32%0 )+-78)6**-')3*-7836-' 6)7)6:%8-32%2(8,)"978-2-8=3();,)6),-7836-'()7-+2%8-3234436892-8-)7%6) ()7-6)(*362);36)<-78-2+,-7836-'%2('90896%06)7396')7%2( ' '328-29-2+ 83 )2*36') >32-2+ 36(-2%2') 463:-7-327 *36 8,) 90896%0 )7396')7 -786-'8%2()2796-2+8,%8()7-+2 %2( ():)0341)2878%2(%6(7%6))2*36')(  968,)6 -2 36()6 83 4638)'8 4%0)328303+-'%0 %2( %6',%)303+-'%0 6)7396')7 *631 *9896) ():)0341)288,)-8=6)59-6)78,)*3003;-2+  %6)'36(77)%6',&)'3140)8)(46-36838,)-2-8-%8-323*+6%(-2+%2( %*-)0(796:)=7,390(2346):-3970=6)'36()(6)7396')7)<-78;-8,-28,)79&.)'84634)68=  2=463437)(463.)'88,%8-703'%8)(;-8,-2%7)27-8-:)%6)%%7()*-2)(&=8,)-8=36-7-()28-*-)( 8,639+, 8,) 6)'36(7 7)%6', %2(36 *-)0( 796:)= ;-00 6)59-6) % 0-')27)( 4%0)328303+-78 36 %6',%)303+-7883&)46)7)28328,)7-8)833&7)6:)+6%(-2+3638,)6)%68,;36/            2.0–1       '$/1(, 18&. +.%3'$1$2$ 1"'#$2(&-(23. 33$,/33.4-#$123 -#3'$6 8(-6'("' '4, -2' 5$42$#3'$+ -# -#1$2.41"$26(3'(-3'$/1.)$"3 1$ 3'1.4&'3(,$ 26$++ 23. 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Smith, MA Owner, Principal Investigator Brian F. Smith and Associates, Inc. 14010 Poway Road  Suite A  Phone: (858) 679-8218  Fax: (858) 679-9896  E-Mail: bsmith@bfsa-ca.com EEducation Master of Arts, History, University of San Diego, California 1982 Bachelor of Arts, History, and Anthropology, University of San Diego, California 1975 Professional Memberships 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 Diego 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 BBrian F. 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 El 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. BBrian 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, El 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 BBrian F. Smith and Associates, Inc. 4 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. Salvage 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. Salvage 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. BBrian F. Smith and 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 Scripps 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. 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"*48.5*).1+250&7.21 #7&7*2+&/.+251.&$-*"*6285(*6,*1(;   !5.0&5;      !"$$ !"#""$   "    $5.120.&/ "*6285(*&0*25        !&,* 2+   *?EB359DI?6?@5+5CD9=?>91<?>?B9>7)9381B4 *=9D8?>CDBE3D9?> >4ECDB95C<<91>35       !"  "*48.5*).1+250&7.21 #7&7*2+&/.+251.&$-*"*6285(*6,*1(;   !5.0&5;      !"$$ !"#""$   "    $5.120.&/ "*6285(*&0*25        !&,* 2+  *?EB359DI?6?@5+5CD9=?>91<?>?B9>7)9381B4 *=9D8?>CDBE3D9?> >4ECDB95C<<91>35           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 GEOTECHNICAL | ENVIRONMENTAL | MATERIALS 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. 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. Bruce A. Hick GE 2244, Exp. 12/31/22 Geotechnical Engineer Edward H. LaMont CEG 1892, Exp. 07/31/22 Principal Geologist Distribution: (1) Addressee via email (one PDF file) G:\Projects\2851 to 2900\2901CR Intracorp SW, LLC 2020 East 1st St Tustin\Geotechnical and Infiltration Evaluation\2901CR Geotechnical and Infiltration Evaluation 17802 Irvine Boulevard.doc INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page i TABLE OF CONTENTS 1. 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 5. 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 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 1 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 INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 1 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 Geo s proposal P-0902521-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). 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 | 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-1 through B-5) with a 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-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 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: 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 (Feet) Infiltration Rate (Inches per hour) I-1 5 1.76 I-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 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. 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 S1), for 0.2 and 1.0 second periods for a ed 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 SM1 and SD1 r -See Section -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 S1 exceeds 0.2. The value S1 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 S1 exceeds 0.2 provided the value of the seismic response coefficient, Cs, 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-Ts and taken as equal to 1.5 times the value computed in accordance with either Eq. 12.8-3 for T L 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 1.291g Mapped 1.0 sec Period Spectral Acceleration, S1 0.461g Site Coefficient for Site D a 1 Site Coefficient for Si D , Fv 1.839 Maximum Considered Earthquake Spectral Response Acceleration for 0.2 Second, SMS 1.291g Maximum Considered Earthquake Spectral Respo nse Acceleration for 1.0 Second, SM1 0.847g 5% Damped Design Spectral Response Acceleration Paramet er at 0.2 Second, SDS 0.861 5% Damped Design Spectral Response Acceleration Parameter at 1 second, SD1 0.565 Peak Ground Acceleration (PGAM) 0.592g 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 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. 5. 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. 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. 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, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 11 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. 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 21) Foundation Depth or Minimum Perimeter Beam Depth (inches below lowest adjacent grade) 12 1 and 2 Story 18 Three-Story Minimum Foundation Width (Inches)* 12 1 Story 15 2 Story 18 3 Story Minimum Slab Thickness (actual) 4 inches (actual) Minimum Slab Reinforcing W1.4/W1.4 welded wire fabric or 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 (Percent of Optimum/Depth in inches) Minimum 100% of the optimum moisture content to a 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 1 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 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 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. 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 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 co (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 co negligible r 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. 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 0.001H, 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 Materials (horizontal : vertical) Equivalent Fluid Pressure (pcf) 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. 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 ¾- to 1-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 ¾- 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. 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 Concrete (inches) Thickness of Aggregate Base (inches) 5.0 (Car Parking Areas) 3 6 6.0 (Automobile Access Lanes) 4 6 Traffic Indices (TIs) 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 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 conside n-structur 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 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. 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 clien s needs, GeoTek s proposal (Proposal No. P-0902521-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. 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. B 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 alifornia Building Code, 2 volumes. California Department of Transportation, 2018, Highway Design Manual , 6th Edition. Department of the N oundations and Earth Structure 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 . (https://seismicmaps.org) Terzaghi, K. and Peck, R. B., oil Mechanics in Engineering Prac Edition. Figure 1 Site Location Map Intracorp Companies 17802 Irvine Blvd. Tustin, Orange County, California GeoTek Project No. 2901-CR Modified from Google Earth Pro Aerial Imagery APPROXIMATE SITE AREA 1000 Ft. Fi g u r e 2 Ex p l o r a t i o n Lo c a t i o n Ma p Sc a l e A s S h o w n LE G E N D Ap p r o x i m a t e L o c a t i o n o f Ex p l o r a t o r y B o r i n g s I- 2 Ap p r o x i m a t e L o c a t i o n o f In f i l t r a t i o n T e s t s B- 5 In t r a c o r p C o m p a n i e s 17 8 0 2 I r v i n e B l v d . Tu s t i n , O r a n g e C o u n t y , C a l i f o r n i a Ge o T e k P r o j e c t N o . 2 9 0 1 - C R I- 1 I- 2 B- 1 B- 2 B- 3 B- 4 B- 5 30 m APPENDIX A LOG OF EXPLORATORY BORINGS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page A-1 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 1-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) APPENDIX B RESULTS OF LABORATORY TESTING Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page B-1 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 Expansion Index 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 G187 test procedures. Testing to determine the chloride content was performed by others 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. Boring No. Depth (ft.) pH ASTM D4972 Chloride ASTM D4327 (mg/kg) Sulfate ASTM D4327 (% by weight) Resistivity ASTM G187 (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 Plate B-1 Sample: B-1 @ 6 feet PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle 0.00 1.00 2.00 3.00 4.00 5.00 6.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Plate B-2 Sample: B-2 @ 5 feet 0.00 1.00 2.00 3.00 4.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT Plate B-3 Sample: B-5 @ 7.5 feet PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle 0.00 1.00 2.00 3.00 4.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Plate B-4 Sample: B-5 @ 10 feet 0.00 1.00 2.00 3.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT 17802 Irvine Boulevard, Tustin Sample Location: Date Tested: Shear Strength: =23 O ,C = 750 psf Notes:1 - 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. PEAK VALUE DIRECT SHEAR TEST Project Name:B-3 @ 0-5 feet Project Number: 2901-CR 10/19/2021 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 SH E A R S T R E S S ( p s f ) NORMAL STRESS (psf) 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: yes x no MOISTURE CO 4.166667 6.157113 8.29543 10.44842 3.3625 4.96879 6.694412 8.431875 DRY DENSITY 121.4548 128.4697 131.7407 126.4153 DENSITY (pcf):0 0 0 0 DENSITY (pcf): 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:Atterberg 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: 110 112 114 116 118 120 122 124 126 128 130 132 134 136 138 140 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DR Y D E N S I T Y , P C F MOISTURE CONTENT, % MOISTURE/DENSITY RELATIONSHIP CURVE DRY DENSITY (pcf): CORRECTED DRY DENSITY (pcf): ZERO AIR VOIDS DRY DENSITY (pcf) S.G. 2.7 S.G. 2.8 S.G. 2.6 Poly. (DRY DENSITY (pcf):) OVERSIZE CORRECTED ZERO AIR VOIDS Poly. (S.G. 2.7) Poly. (S.G. 2.8) Poly. (S.G. 2.6) Project X REPORT S211013F Corrosion Engineering Page 1 Corrosion Control – Soil, Water, Metallurgy Testing Lab 29990 Technology Dr, Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com Results Only Soil 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, Eduardo Hernandez, M.Sc., P.E. Sr. Corrosion Consultant NACE Corrosion Technologist #16592 Professional Engineer California No. M37102 ehernandez@projectxcorrosion.com Pr o j e c t X RE P O R T S 2 1 1 0 1 3 F Co r r o s i o n E n g i n e e r i n g Pa g e 2 Co r r o s i o n C o n t r o l – S o i l , W a t e r , M e t a l l u r g y T e s t i n g L a b 29 9 9 0 T e c h n o l o g y D r . , S u i t e 1 3 , M u r r i e t a , C A 9 2 5 6 3 T e l : 2 1 3 - 9 2 8 - 7 2 1 3 F a x : 9 5 1 - 2 2 6 - 1 7 2 0 ww w . p r o j e c t x c o r r o s i o n . c o m So i l A n a l y s i s L a b R e s u l t s Cl i e n t : G e o T e k , I n c . Jo b N a m e : 1 7 8 0 2 I r v i n B l v d , T u s t i n Cl i e n t J o b N u m b e r : 2 9 0 2 - C R I n t r a C o r p . C o m p a n i e s Pr o j e c t X J o b N u m b e r : S 2 1 1 0 1 3 F Oc t o b e r 1 4 , 2 0 2 1 Ca t i o n s a n d A n i o n s , e x c e p t S u l f i d e a n d B i c a r b o n a t e , t e s t e d w i t h I o n C h r o m a t o g r a p h y mg / k g = m i l l i g r a m s p e r k i l o g r a m ( p a r t s p e r m i l l i o n ) o f d r y s o i l w e i g h t ND = 0 = N o t D e t e c t e d | NT = N o t T e s t e d | Un k = U n k n o w n Ch e m i c a l A n a l y s i s p e r f o r m e d o n 1 : 3 S o i l - T o - W a t e r e x t r a c t PP M = m g / k g ( s o i l ) = m g / L ( L i q u i d ) APPENDIX C PERCOLATION DATA SHEETS & PORCHET CALCULATIONS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR APPENDIX D GENERAL GRADING GUIDELINES Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR 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 personnel are the only individuals participating in all aspect of site work. Compaction testing 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. 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 1. 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 1. Following site clearing, all surficial deposits of alluvium and colluvium as well as weathered or creep effected bedrock, should be removed (see Plates G-1, 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. GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-3 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR Subdrainage 1. 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-1 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 1-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 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 1. 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. 1. 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. 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. 1. 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 1. 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 la 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: 1. 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). 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: 1. 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. GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-7 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR 1. 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 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. 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) 1 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 responsibility. The geotechnical consultant typically provides periodic observation and testing of these operations. While efforts are made to make 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 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. 1. 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. 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 1:1 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 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 c 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. 1. 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. 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. 50 ft Zone of Non-Encroachment 50 ft Zone of Non-Encroachment Traffic Direction Vehicle parked here Test Pit Spoil pile Spoil pile Test Pit SIDE VIEW PLAN VIEW TEST PIT SAFETY PLAN 10 0 ft Zone of Non-Encroachment 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; 1. 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. GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-11 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 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 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 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. ALTERNATES Original Ground 3’ Loose Surface Materials Finish Grade 3’ Suitable Material Suitable Material 6” Perforated Pipe in 9 cubic feet per Lineal Foot Clean Gravel Wrapped in Filter Fabric Construct Benches where slope exceeds 5:1 Bottom of Cleanout to Be At Least 1.5 Times the Width of Compaction Equipment 4 feet typical Slope to Drain Original Ground Loose Surface Materials Finish Grade Suitable MaterialConstruct Benches where slope exceeds 5:1 Bottom of Cleanout to Be At Least 1.5 Times the Width of Compaction Equipment 4 feet typical Slope to Drain 6” Perforated Pipe in 9 cubic feet per Lineal Foot Clean Gravel Wrapped in Filter Fabric STANDARD GRADING GUIDELINES PLATE D-1 TYPICAL FILL SLOPE OVER NATURAL DESCENDING SLOPE Topsoil Bedrock Finish Grade Fill Slope Daylight Cut Line per Plan Project Removal at 1 to 1 Min. 3 Feet Compacted Fill Colluvium Creep Zone Minimum 15 Feet Wide or 1.5 Equipment Widths for Compaction Toe of Fill Slope per Plan DAYLIGHT CUT AREA OVER NATURAL DESCENDING SLOPE Topsoil Structural Setback Without Corrective Work Project Removal at 1 to 1 Colluvium Creep Zone Min. 2 Feet Minimum 15 Feet Wide or 1.5 Equipment Widths for Compaction Finish Grade Bedrock Min. 3 Feet Compacted Fill M in .2 %F a l l Min. 2 FeetMin.2 %F a l l Compacted Fill Compacted Fill Topsoil Colluvium Creep Zone STANDARD GRADING GUIDELINESPLADE D-1 STANDARD GRADING GUIDELINES PLATE D-2 TYPICAL FILL SLOPE OVER CUT SLOPE Topsoil Bedrock Finish Grade 2: 1 Fill Slope 4’ Typical Colluvium Creep Zone Minimum 15 Feet Wide or 1.5 Equipment Widths for Compaction Toe of Fill Slope per Plan TYPICAL FILL SLOPE Bedrock or Suitable Dense Material Minimum compacted fill required to provide lateral support. Excavate key if width or depth less than indicated in table above Cut Slope Min.2 %F a ll SLOPE HEIGHT MIN. KEY WIDTH MIN. KEY DEPTH 5 10 15 20 25 >25 7 10 15 15 15 SEE TEXT 1 1.5 2 2.5 3 CONTRACTOR TO VERIFY WITH SOIL ENGINEER PRIOR TO CONSTRUCTION STANDARD GRADING GUIDELINES PLATE D-3 NOTES: 2) MAXIMUM ROCK SIZE IN WINDROWS IS 4 FEET 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) INDIVDUAL LARGE ROCKS MAY BE BURIED IN PITS. SEE NOTE 1 15’ MIN.3’ MIN. 3’ MIN. MINIMUM 15’ CLEAR OR 1.5 EQUIPMENT WIDTHS FOR COMPACTION STAGGER ROWS HORIZONTALLY NO ROCKS IN THIS ZONE CROSS SECTIONAL VIEW FINISH GRADE FILL SLOPE PLAN VIEW FILL SLOPE MINIMUM 15’ CLEAR OR 1.5 EQUIPMENT WIDTHS FOR COMPACTION MINIMUM 15’ CLEAR OR 1.5 EQUIPMENT WIDTHS FOR COMPACTION PLACE ROCKS END TO END DO NOT PILE OR STACK ROCKS SOIL TO BE PLACE AROUND AND OVER ROCKS THEN FLOODED INTO VOIDS. MUST COMPACT AROUND AND OVER EACH ROCK WINDROW 1) SOIL FILL OVER WINDROW SHOULD BE 7 FEET OR PER JURISDUICTIONAL STANDARDS AND SUFFICIENTFOR FUTURE EXCAVATIONS TO AVOID ROCKS IN DIAMETER STANDARD GRADING GUIDELINES PLATE D-4 SEE DETAILS FOR BACKDRAIN AND HEEL DRAIN BACKDRAIN DETAILS HEEL DRAIN DETAILS 6” diameter perforated drain pipe in 6 cubic feet per lineal foot clean gravel wrapped in filter fabric, outlet pipe to gravity flow with 2% minimum fall 4” diameter perforated drain pipe (Schedule 40 PVC or equivalent) in 6 cubic feet per lineal foot clean gravel wrapped in filter fabric 4” diameter solid outlet pipe (Schedule 40 PVC or equivalent) laterals to slope face or storm drain system at maximum 100 foot maximum intervals Note: Additional backdrains may be recommended 2%MinimumFall STANDARD GRADING GUIDELINES PLATE D-5                               %")(!%$'  !$(&()!( &*!$"!%&$!      !(,%)'(!$ $($$!", )'(!$"!%&$!        &!$#!( $''%!('$ %+,%)!( %+,"!%&$!                 %$ "$5++'079/8##,4057 )2,549525.089)20-5740) 75-,88054)2,525.0895    #%$"70)4#309/)4+885*0)9,84*     5<)>"5)+#:09,    5<)>)20-5740)          ! 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Wirths, MS, PG No. 7588 Senior Paleontologist Brian F. Smith and Associates, Inc. 14010 Poway Road  Suite A  Phone: (858) 679-8218  Fax: (858) 679-9896  E-Mail: twirths@bfsa-ca.com EEducation 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 (2011) 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 3125 #"'# # &&&&!"'#%'548:8##' #( )%%#'.',#"#(!#". "%"%"##("',. #%"0'&'%'."$$$/ $0&%')%$")'$0 #)$((%)(/ $0/%,-/"%'$0  3125 #"'# #  &&&&!"' #% ' #%""'% %(%' %#'. &&#" #. %" #("',. #%"/'&'%'."$$$0&%')%$")'$0#)$((%)(/ $0/%,-/"%'$0  BBrian F. Smith and Associates, Inc. 2 3125 #"'# #  #"'#%"$#%'#%' !'-%#&&"%#'.',#"#/'&' %'%")'34/ 0&%')%$")'$0#)$((%)(/ $0/%,-/"%'$0  3125 #"'# # &#(% !$' ''#"%#%!2 3#%' '%  #&'& "'%%#'.',#(!#"'.)%&#("',. #%"/'&' %' 2/ 0 &%')%$")'$0#)$((%)(/ $0/%,-/"%'$0  3131 #"'# #  #"'#%"$#%'#%'"&%#"'&#%'%#'."&."  #%"/'&'%'00 "!$'%&')(0&%')%$")'$0#)$((%)(/ $0/%,-/"%'$0  3131 #"'# # &#(% !$' ''#"%#%!#%' &%#'. #%&'.%" #("',." #%"/'&'%'"$$ *!%(((%)(/ $0&%')%$")'$0 #)$((%)(/ $0/%,-/"%'$0  3131 #"'# # &#(% !$' ''#"%#%!#%'("&'%#&&%#&%#'.""". )%&#("',0'&'%' $$$ $*()'"/ 0&%')%$")'$0#)$ ((%)(/ $0/%,-/"%'$0  3131 #"'# #  &&&&!"' #% ' %'  - %#'.   &"#%. )%& #("',0 '&' %' #&' ($ '%*&0  &%') %$ " ) '$ 0 #) $ ((%)(/ $0/ %,-/"%'$0  3131 #"'# # &#(%#%%$'#%'%")%" %#'.%")% "$ "440445.',##%#". #%"0'&'%'()'$"%0&%') %$")'$0#)$((%)(/ $0/%,-/"%'$0  3131 #"'# # &&&&!"'#%',$%&&1 #)% "(&'% "'%%#'.',##"'"." %"%"##("',. #%"0'&'%'."$$$/ $0&%')%$")'$0#) $((%)(/ $0/%,-/"%'$0  3131 #"'# #  #"'#%" $#%' #% ' !$%  "  +$"&#" %#' 2&  . !"'063. !$% #("',. #%"0'&'%'&*"'+(/ $0&%')%$") '$0#)$((%)(/ $0/%,-/"%'$0  3132 #"'# # &&&&!"'#%' "'#(#(%' #&'&"'%%#'.',# (%($ ,. )%&#("',. #%"0'&'%' $! $*()'"0&%')%$")'$0#)$ ((%)(/ $0/%,-/"%'$0  3132 #"'# #  &#(% !$' ''#" %#%! #% '   %# 2%' 79;863 %#'. ".)%&#("',0'&'%'00 %')%$0&%')%$")'$0#)$ ((%)(/ $0/%,-/"%'$0  3132 #"'# # &&&&!"'#%' &&"%##%$#%'"'%%#'2 """&064640 44485<3. ', # )%&. )%& #("',.  #%"0  '&' %'   "(($'%/ 0 &%')%$")'$0#)$((%)(/ $0/%,-/"%'$0  3132 #"'# #  #"'#%" $#%' #% ' #%*  %#'.  # . ', # " #0 '&' %' '% ) $#$) +(%'(/ $0  &%') %$ ") '$ 0 #) $ ((%)(/ $0/%,-/"%'$0                                                         Brian F. Smith and Associates, Inc. 14010 Poway road, Suite A Poway, California 92064 Mr. Wirths: I have thoroughly searched our paleontology collection records for the locality and specimen data for the proposed Irvine Boulevard project in the city of Tustin, Orange County, project area as outlined on the portion of the map that you sent to me via e-mail on May 9, 2022. The project area is mapped as young alluvial fan deposits. The area is adjacent to old alluvial fan deposits and very old alluvial fan deposits. We do not have records of any fossil localities lying directly within the proposed site boundaries. There are no recorded localities with fossils from young alluvial fan deposits within a one mile radius of the proposed project site, however there are a few within a five mile radius. Taxa recovered from these localities include fish (Serranidae), Peromyscus, bivalves including clams (Macoma) and oysters (Ostrea), and snails (Turritella), as well as wood fragments. Shallow excavations in the young alluvial fan deposits in the proposed project area are unlikely to uncover any significant vertebrate fossils. Deeper excavations into Pleistocene alluvium have a greater potential to produce fossils. If fossils are recovered, then sediment samples should also be collected and processed to 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, May 27, 2022 Meena Madan Richards Paleontology Specialist OC Parks DDYLANN WRIGHT DIRECTOR OCC COMMUNITYY RESOURCES CYMANTHAA ATKINSON ASSISTANTT DIRECTOR OCC COMMUNITYY RESOURCES JULIEE LYONS DIRECTOR ADMINISTRATIVEE SERVICES ANDII BERNARD DIRECTOR OCC ANIMALL CARE JULIAA BIDWELL DIRECTOR OCC HOUSINGG & COMMUNITYY DEVELOPMENT RENEEE RAMIREZ DIRECTOR OCC COMMUNITYY SERVICES STACYY BLACKWOOD DIRECTOR OCC PARKS JULIEE QUILLMAN COUNTYY LIBRARIAN OCC PUBLICC LIBRARIES 13042 OLD MYFORD ROAD IRVINE,CA 92602 PHONE:866.OCPARKS Meena Madan Richards 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 Prepared for: Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, California 92660 DRAFT 2154 Torrance Blvd., Suite 200, Torrance, CA 90501 ¹ Phone 800-419-4923 ¹)D[-928-7418 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 I 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 E1527-13 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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page i 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:1to 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page ii 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: A1), 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 (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 controlled recognized environmental condition (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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page iii 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 (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 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page iv 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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page v 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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 1 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 E1527-13 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 E1527-13. 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 2 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 3 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 4 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: 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. 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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 5 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 El 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 6 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 SanbornFire Insurance Maps were not available for the subject property. A chronological listing of the historical data found is summarized in the table below. Date Scale or Address Source Summary 1896, 1901, 1902 1:62,500 Topographic Map The subject property and immediately surrounding area are depicted as vacant land. Various improved roads and railroad lines are shown throughout the surrounding area. 1932, 1935, 1942, 1948, 1949, 1950 1938, 1946, 1952, 1963 1:24,000; 1:62,500 1”=500’ Topographic Map Aerial Photograph The subject property appears to be partially agriculturally developed or vacant land. Scattered residences/farming structures are located to the west and southeast of the subject property. Prospect Avenue is located 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 Photograph The subject property appears to be cleared, 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 Boulevard Building Dept. Records New Commercial Building (offices & retail) at 17802 Irvine Blvd. 1972, 1981 1972, 1977, 1985, 1989, 1994, 1995, 2002, 2005, 2009, 2012, 2016 1:24,000 1”=500’ Topographic Map Aerial Photograph The subject property appears to be developed with the two existing buildings. Irvine Boulevard is located adjacent to the north. An increase in residential commercial development is evident to the surrounding area. Surrounding properties consist of a park to the north, residential properties to the east, and south, and a vacant parcel to the west. By 1977, a commercial building is located adjacent to the west. 1973-2014 17802 and 17842 Irvine City Directories Multiple Commercial Listings DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 7 Date Scale or Address Source Summary Blvd. 2012 1:24,000 Topographic Map Current street configuration is shown. 2021 17802 and 17842 Irvine Boulevard Site Visit Two commercial buildings with 2 tenants. 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 8 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 I Street, Sacramento, California 95814 Agency Phone Number:(800) 728-6942 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 9 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 Number Facility Name/Address Status Inactive Date Waste CAL000141300 Meier Chiropractic /17842 Irvine Blvd. Inactive June 30, 1990 The facility was listed as a generator of the following 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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 10 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 (CalGEM) Point of Contact:http://maps.conservation.ca.gov/doggr/index.html#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 CalGEM, 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 (mile) Subject Property Adjacent Properties Sites of 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 DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 11 Radius Report Data Database Search Radius (mile) Subject Property Adjacent Properties Sites of Concern Federal RCRA TSDF Facility 0.50 N N N Federal RCRA Generators Site (LQG, SQG, CESQG) 0.25 N Y N 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/Tribal Registered Storage Tank Sites (UST/AST) 0.25 N N N 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: A1), 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. DRAFT Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 12 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 Project No. 21-336657.1 October 5, 2021 Page 13 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). User Responsibilities Item Provided By User Not Provided By User Discussed Below Does Not 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 Project No. 21-336657.1 October 5, 2021 Page 14 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 Project No. 21-336657.1 October 5, 2021 Page 15 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 Project No. 21-336657.1 October 5, 2021 Page 16 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 Project No. 21-336657.1 October 5, 2021 Page 17 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 Project No. 21-336657.1 October 5, 2021 Page 18 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 Project No. 21-336657.1 October 5, 2021 Page 19 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 Project No. 21-336657.1 October 5, 2021 Page 20 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 Project No. 21-336657.1 October 5, 2021 Page 21 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 Project No. 21-336657.1 October 5, 2021 Page 22 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: Heather Hodgetts Senior Scientist Reviewed By: Debbie Stott, P.G. Senior Author Phase I Environmental Site Assessment Project No. 21-336657.1 October 5, 2021 Page 23 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 FIGURES 1 SITE LOCATION MAP 2 SITE PLAN 3 TOPOGRAPHIC MAP FIGURE 1: SITE LOCATION MAP Project No.21-336657.1 KEY: Subject Property Drawing Not To Scale FIGURE 2: SITE PLAN Project No.21-336657.1 KEY: -Subject Property T – Transformer D – Dumpster Office Building 17772 Irvine Blvd. GROUNDWATER FLOW Residential Properties Residential Properties TTDD FIGURE 3: TOPOGRAPHIC MAP Project No.21-336657.1 USGS 7.5 Minute Tustin and Orange, California Quadrangles Created: 2012 KEY: Subject Property APPENDIX A: SITE PHOTOGRAPHS APPENDIX A: SITE PHOTOGRAPHS Project No.21-336657.1 1. Subject Property, Tustin Business Center 2. Subject Property, Tustin Business Center 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 Project No.21-336657.1 7. Subject Property, 17802 Irvine Boulevard 8. Subject Property, 17802 Irvine Boulevard 9. Subject Property, 17802 Irvine Boulevard 10. Subject Property, 17842 Irvine Boulevard 11. Subject Property, 17842 Irvine Boulevard 12. Subject Property, 17842 Irvine Boulevard APPENDIX A: SITE PHOTOGRAPHS Project No.21-336657.1 13. Subject Property, 17842 Irvine Boulevard 14. Subject Property, 17842 Irvine Boulevard 15. Subject Property, 17842 Irvine Boulevard 16. Subject Property, 17802 Irvine Boulevard 17. Driveway between 17802 and 17842 Irvine Boulevard, looking North 18. Sampling Points (geotech) behind 17802 Irvine Boulevard APPENDIX A: SITE PHOTOGRAPHS Project No.21-336657.1 19. Neighboring Property to the West, 17772 Irvine Boulevard 20. Neighboring Property to the West, 17772 Irvine Boulevard 21. Neighboring Property to the South 22. Neighboring Property to the North, Columbus Tustin Park 23. Neighboring Property to the South 24. Neighboring Property to the East APPENDIX B: HISTORICAL/REGULATORY DOCUMENTATION SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      SDJH $33(1',;%$(5,$/3+272*5$3+6 3URMHFW1R .H\6XEMHFW3URSHUW\ $HULDO3KRWRJUDSK<HDU      &HUWLILHG6DQERUQŠ0DS5HSRUW Inquiry Number: $UPVWURQJ5RDGWKIORRU 6KHOWRQ&7 7ROO)UHH ZZZHGUQHWFRP 17802 and 17842 Irvine Boulevard 17802 and 17842 Irvine Boulevard Tustin, CA 92780 September 07, 2021 6651002.3 &HUWLILHG6DQERUQŠ0DS5HSRUW &HUWLILHG6DQERUQ Results: Disclaimer - Copyright and Trademark 1otice 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. page The Sanborn Library includes more than 1.2 million 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 EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results &RQWDFW('5,QTXLU\ 6LWH1DPH&OLHQW1DPH &HUWLILFDWLRQ 32 3URMHFW 09/07/21 17802 and 17842 Irvine Boulev 17802 and 17842 Irvine Boulev Partner Engineering and Science, Inc. 2154 Torrance Blvd, Suite 200 Tustin, CA 92780 6651002.3 Torrance, CA 90501-0000 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. 19E1-4EB5-9298 21-336657.1 UNMAPPED PROPERTY 21-336657.1 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: 19E1-4EB5-9298 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. 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. 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IRVINE BLVD EDR Digital Archive 6651002.5 Page: A15 SourceTarget Street Cross Street 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A16 SourceTarget Street Cross Street 1995 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A17 SourceTarget Street Cross Street 1995 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 KUMON MATH CTR TUSTIN (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A18 SourceTarget Street Cross Street 1995 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 - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A19 SourceTarget Street Cross Street 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 PARKHILL 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A20 SourceTarget Street Cross Street 1992 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 A BETTER 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A21 SourceTarget Street Cross Street 1992 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 R ATTY 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 B ATTY CHRISTIAN ADLT&CHLD CONN ROSEMARY PHD CONN, R (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A22 SourceTarget Street Cross Street 1992 17291 COX THOMAS P CPA ENGINEERING DOCMNTN EVANS BARRY L FRIEDMAN BRETT CPA FRIEDMAN, BRETT R G L G GROUP 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A23 SourceTarget Street Cross Street 1992 17332 JONES DUANE JONES, DUANE KLEMPNER ROBT ATTY NOBLE JOHN R ATTY 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A24 SourceTarget Street Cross Street 1992 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 PAYROLL ADVANTAGE 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 VANEK ASSOCIATES WRIGHT TRACY D 17461 ASSOCTD FMLY CNSLRS COMPUTER CURRICULUM CONSTRN INVESTMENTS 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A25 SourceTarget Street Cross Street 1992 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A26 SourceTarget Street Cross Street 1992 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 FRM 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A27 SourceTarget Street Cross Street 1992 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A28 SourceTarget Street Cross Street 1992 17671 DAVIS J INS AGENCY DESIGNS WOOD SHOWRM EDWARDS JOHN F ATTY 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 M A P F S CORP 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 P F I PAOLI PETER J ATTY PROTEON INC 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A29 SourceTarget Street Cross Street 1992 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 MAWHINNEY&ASSOCIATE NEWARK ELCTRNCS RIDGE LAK MNG INC (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A30 SourceTarget Street Cross Street 1992 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A31 SourceTarget Street Cross Street 1992 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 CRADDOCK ENGRG 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 (Cont'd) - IRVINE BLVD EDR Digital Archive 6651002.5 Page: A32 SourceTarget Street Cross Street 1992 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 1442203HERMAN, PAUL 1750112RHEINHEIMER, RANDALL C 17291418COX, THOMAS P 17291419EVANS, BARRY L 17341114DEMING, JERRY R 17452102WRIGHT, TRACY D 17461100WAKAI, ROBERT J 17592100JACKSON, HAROLD L 17621202CARNEY, PATRICK 17731108ZIMMERMAN, JAMES L 17772201LEMON, QUENCH - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A33 SourceTarget Street Cross Street 1987 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A34 SourceTarget Street Cross Street 1987 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A35 SourceTarget Street Cross Street 1982 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A36 SourceTarget Street Cross Street 1982 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A37 SourceTarget Street Cross Street 1976 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A38 SourceTarget Street Cross Street 1976 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A39 SourceTarget Street Cross Street 1976 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A40 SourceTarget Street Cross Street 1973 - IRVINE BLVD Haines Criss-Cross Directory 6651002.5 Page: A41 SourceTarget Street Cross Street 1973  $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 736DQWD$QDPLQXWH 1$QDKHLPPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 1$QDKHLPPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 736DQWD$QDPLQXWH 1$QDKHLPPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 73&RURQDPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 736$17$$1$PLQXWH 1$1$+(,0PLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV       $33(1',;%7RSRJUDSKLF0DSV 3URMHFW1R .H\6XEMHFW3URSHUW\ 7RSRJUDSKLF0DS<HDU 737XVWLQPLQXWH 12UDQJHPLQXWH 0LOHV                       ! 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Dyer Road, Suite 120, Santa Ana, CA 92705 Telephone: (714) 433-6015 EHRecords@ochca.com OrangeCounty.nextrequest.com Public Health Services Environmental Health Division – Records Name:Email:Date: 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. 3.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) Janet Tentler janet.tentler@gmail.com For a Phase I Environmental site assessment. Property Transfer 17802 and 17842 Irvine Blvd, Tustin ✔ ✔ ✔ 9/24/21 1241 E. Dyer Road, Suite 120, Santa Ana, CA 92705 Telephone: (714) 433-6015 EHRecords@ochca.com OrangeCounty.nextrequest.com Hazardous Materials & Hazardous Waste Records Date(s) from: ___________ to: ___________ Facility lists are available at ochealthinfo.com/eh/home/reports CUPA (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:______________________________________________________________ ✔ ✔ ✔ ✔ ✔ ✔ 1970 present               !      " #$#!%& #$ '$ &## '$$   ( $("% )#%$           ( $("% )#%$    *(  +  #         )  *( !     "   #     "   2#               !      " #$#!%& #$ '$ &## '$$   ( $("% )#%$           ( $("% )#%$    *(  +  #         )  *( !     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The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. Phase I ESA Questionnaire Page 1 of 3 PHASE IENVIRONMENTAL 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.” PROPERTY ADDRESS: PROPERTY CITY,STATE ZIP: 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? 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? 3. Specialized knowledge or experience of the person seeking 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 NO YES NO YES NO 17802 and 17843 Irvine Boulevard Tustin, CA 92780 ✔ ✔ ✔ Phase I ESA Questionnaire Page 2 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? 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? a. Do you know the past uses of the property? b. Do you know of specific chemicals that are present or once were present at the property? c. Do you know of spills or other chemical releases that have taken place at the property? d. Do you know of any environmental cleanups that have taken place at the property? e. Do you have any prior knowledge that the property was developed as a gas station, dry cleaner, manufacturing/industrial facility in the past? f. Are you aware of historical use of hazardous materials or petroleum products used or present on the property? YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Phase I ESA Questionnaire Page 3 of 3 g. Do you know if the property is currently or was formerly equipped with underground storage tanks (USTs) or septic tanks? 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? 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? Signature of User/Person Interviewed: _______________________________ Name of User/Person Interviewed: __________________________________ Title/Relationship to Property: _______________________________ Phone Number/Email: ____________________________________________ Date: ________________________________ Contact for additional information: Name: _____________________________________________ Relationship to Property: ________________________ Phone Number/Email: _________________________________ YES NO YES NO YES NO✔ ✔ ✔ Janet Tentler Site Assessor janet.tentler@gmail.com 9/23/2021 Janet Tentler Project Manager 949-724-5923 esimard@intracorphomes.com Partner Pre-Survey Questionnaire Page 1 of 2 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 Tustin State CA Zip 92780 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 Janet Tentler Date 9/27/2021 Printed Name Janet Tentler Relation to Subject Property Site Assessor 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 Page 2 of 2 DIRECTION USE North CITY PARK South SINGLE-FAMILY RESIDENTIAL East SINGLE-FAMILY RESIDENTIAL West 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) Gas Southern California Gas Company Potable Water City of Tustin Water Department Sanitary Sewer City of Tustin Water Department Bio-hazardous Waste ___NA_______________ Elevator Maintenance ___NA_______________ Used Grease ___NA_______________ Hazardous Waste ___NA_______________ 7. ON SITE OPERATIONS Are you aware of any of the following conditions, either past or present, on the property? Condition Response If yes, please describe 1. Stored Chemicals 26' 24'24' 32 ' 15' 26' 12 ' 16 ' 20 ' 18 ' 26' N o r t h Original Scale : 1"= 20' Site Summary: Total Homes : 44 10-plex x 4 : 40 4-plex x 1 : 4 Site Area : ± 2.07 Acres Density : ± 21.2 Homes/Acre Open Space 0.06 Acre 15' Proposed Building Setback Tustin, California 0 7 . 2 9 . 2 1Copyright 2021 Bassenian | Lagoni Architects Note: This yield study is for the purpose of estimating the maximum density of a residential product type on a site of a given configuration. If specific entitlement requirements differ from the criteria shown on the plan (such as setbacks, minimum lot sizes, street standards, retention requirements, etc.) then the actual possible density may vary substantially. 2031 Orchard Drive, Suite 100 tel. +1 949 553 9100 fax +1 949 553 0548 Newport Beach, CA USA 92660 0 20 40 SCALE: 1" = 20'-0" 10 Parking Required : Multi-family Housing 2 Covered Spaces/Unit : 2 x 44 = 88 1 Guest Space for every 4 units : 0.25 x 44 = 11 Total Parking Required : 99 Parking Provided : 2 Garage Spaces/Unit = 88 Spaces (2:1) Head-in Spaces = 2 Spaces Parallel Spaces = 12 Spaces 102 (2.31:1) I r v i n e B o u l e v a r d 12' Proposed Building Setback Dog Park This page is only a part 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 II-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. Form 50003700 (8-23-18)Page 1 of 12 ALTA Commitment for Title Insurance (8-1-16) California Commitment ALTA Commitment for Title Insurance ISSUED BY First American Title Insurance Company File No: NCS-1078216-SA1 COMMITMENT FOR TITLE INSURANCE Issued By FIRST AMERICAN TITLE INSURANCE COMPANY 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, First American 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. If this jacket was created electronically, it constitutes an original document. This page is only a part 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 II-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. Form 50003700 (8-23-18) Page 2 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. 5. 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 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 II-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. Form 50003700 (8-23-18) Page 3 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. 8. 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 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 II-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. Form 50003700 (8-23-18)Page 4 of 12 ALTA Commitment for Title Insurance (8-1-16) California Schedule A ALTA Commitment for Title Insurance ISSUED BY First American Title Insurance Company File No: NCS-1078216-SA1 Transaction Identification Data for reference only: Issuing Agent: First American Title Insurance Company National Commercial Services Issuing Office: 18500 Von Karman Ave, Suite 600, Irvine, CA 92612 Commitment No.: NCS-1078216-SA1 Issuing Office File No.: NCS-1078216-SA1 Property Address: 17802 and 17842 Irvine Boulevard, Tustin, CA 92780 Escrow Officer/Assistant: / 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)☒2006 ALTA® Standard Owner Policy Proposed Insured: To Be Determined Proposed Policy Amount: $ To Be Determined (b)☒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 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 II-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. Form 50003700 (8-23-18)Page 5 of 12 ALTA Commitment for Title Insurance (8-1-16) California Schedule BI & BII ALTA Commitment for Title Insurance ISSUED BY 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 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 II-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. Form 50003700 (8-23-18) Page 6 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] O. 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 a part 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 II-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. Form 50003700 (8-23-18) Page 7 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 a part 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 II-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. Form 50003700 (8-23-18)Page 8 of 12 ALTA Commitment for Title Insurance (8-1-16) California Schedule BI & BII (Cont.) ALTA Commitment for Title Insurance ISSUED BY 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 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 II-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. Form 50003700 (8-23-18) Page 9 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 a part 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 II-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. Form 50003700 (8-23-18) Page 10 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 a part 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 II-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. Form 50003700 (8-23-18) Page 11 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 a part 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 II-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. Form 50003700 (8-23-18)Page 12 of 12 ALTA Commitment for Title Insurance (8-1-16) California Exhibit A ISSUED BY First American Title Insurance Company 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) IN THE CITY OF TUSTIN, COUNTY OF ORANGE, STATE OF CALIFORNIA SURVEYED AND PLATTED IN JUNE 2019 BY GATEWAY ENGINEERING, INC. SITE INFORMATION: FLOOD HAZARD ZONE: LEGAL DESCRIPTION: LEGEND EXCEPTIONS: BASIS OF BEARINGS BOUNDARY MAP SURVEYOR'S STATEMENT: VICINITY MAP BASIS OF BEARINGS IRVINE BOULEVARD 50 ' 50 ' 50 ' 50 ' RICE AVENUE ABANDONED 7/16/2019 1OF2 PO P L A R AB A N D O N E D PROSPECT PARK AV E N U E APPENDIX C: REGULATORY DATABASE REPORT DRAFT FORM-LBC-ASH ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 17802 and 17842 Irvine Boulevard 17802 and 17842 Irvine Boulevard Tustin, CA 92780 Inquiry Number: 6651002.2s September 08, 2021 DRAFT 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 PSGR-1 TC6651002.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist fromother 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. TABLE OF CONTENTS DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 1 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 33.7480810 - 33˚ 44’ 53.09’’Latitude (North): 117.8204400 - 117˚ 49’ 13.58’’Longitude (West): Zone 11Universal Tranverse Mercator: 424008.5UTM X (Meters): 3734333.0UTM Y (Meters): 138 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5640942 TUSTIN, CATarget Property Map: 2012Version Date: 5641308 ORANGE, CANorth Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20140514, 20140515Portions of Photo from: USDASource: DRAFT 6651002.2s Page 2 H39 LARWIN SQUARE - FORM 546 EAST 1ST STREET CPS-SLIC, CERS Lower 1010, 0.191, SE H38 PAM PACIFIC RETAIL P 546 E FIRST ST RCRA-SQG Lower 1010, 0.191, SE H37 LARWIN SQUARE CLEANE 546 E FIRST ST DRYCLEANERS Lower 1010, 0.191, SE H36 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 H34 LARWIN SQUARE CLEANE 540 E FIRST ST DRYCLEANERS Lower 999, 0.189, SE H33 BIG 5 SPORTING GOODS 520 E 1ST ST CERS HAZ WASTE, HAZNET, HWTS Lower 964, 0.183, SE H32 BIG 5 SPORTING GOODS 520 E 1ST ST RCRA NonGen / NLR Lower 964, 0.183, SE H31 SALLY BEAUTY SUPPLIE 518 E 1ST ST RCRA NonGen / NLR Lower 961, 0.182, SE H30 SALLY BEAUTY SUPPLIE 518 E 1ST ST CERS HAZ WASTE, HAZNET, HWTS Lower 961, 0.182, SE H29 O’REILLY AUTO PARTS 510 E 1ST ST RCRA NonGen / NLR Lower 946, 0.179, SE H28 O’REILLY AUTO PARTS 510 E 1ST ST CERS HAZ WASTE, HAZNET, CERS, HWTS Lower 946, 0.179, SE G27 MT VIEW TIRE SERVICE 135 S PROSPECT RCRA NonGen / NLR Lower 941, 0.178, SSW G26 MOUNTAINVIEW TIRE AN 135 S PROSPECT AVE CERS HAZ WASTE, CERS Lower 941, 0.178, SSW G25 TUSTIN PLAZA AUTO WA 240 E 1ST ST CA FID UST Lower 878, 0.166, SSW G24 TUSTIN PLAZA AUTO WA 240 E 1ST ST SWEEPS UST Lower 878, 0.166, SSW G23 TUSTIN PLAZA AUTO WA 240 E. FIRST ST. UST Lower 878, 0.166, SSW E22 NEWCLEANER LLC 410 E FIRST ST DRYCLEANERS Lower 800, 0.152, SSE E21 C&S SERVICES LLC DBA 410 E 1ST ST DRYCLEANERS, HWTS Lower 800, 0.152, SSE E20 NEWCLEANER LLC DBA S 410 E 1ST ST DRYCLEANERS, EMI, HWTS Lower 800, 0.152, SSE F19 GOLDEN WEST TIRES CE 131 E 1ST ST RCRA NonGen / NLR Lower 764, 0.145, SW F18 BIG O TIRES 131 E FIRST ST RCRA NonGen / NLR, FINDS, ECHO Lower 764, 0.145, SW F17 BIG O TIRES #5825 131 E 1ST ST CERS HAZ WASTE, CERS Lower 764, 0.145, SW C16 STEVEN L. KELSO 171 E 1ST ST HIST UST Lower 718, 0.136, SW C15 MOBIL #18-H7H 171 E 1ST ST LUST, SWEEPS UST, CA FID UST Lower 718, 0.136, SW C14 STEVEN L KELSO 171 E FIRST ST HIST UST, CHMIRS Lower 718, 0.136, SW C13 MOBIL OIL 171 1ST LUST, Cortese, HIST CORTESE, CERS Lower 685, 0.130, SW 12 CARLOS & YVONNE GIRO 17721 MILLER DR RCRA NonGen / NLR Higher 681, 0.129, WNW D11 WILL BUCHER 18031 IRVINE BLVD, U RCRA NonGen / NLR Lower 671, 0.127, ENE E10 JAMES STEWART 453 EAST 1ST ST RCRA NonGen / NLR Lower 649, 0.123, SSE D9 KJ AUTO TRANS INC 18001 IRVINE BLVD ST EDR Hist Auto Lower 572, 0.108, ENE D8 SERVICE FIRST 18001 IRVINE BLVD RCRA NonGen / NLR, FINDS, ECHO Lower 572, 0.108, ENE C7 GEARS OVER GRAVITY I 115 N PROSPECT AVE RCRA NonGen / NLR Lower 478, 0.091, SW B6 MAGNOLIA PLAZA 17731 IRVINE BLVD. RCRA NonGen / NLR Higher 437, 0.083, West 5 MARIE STAPLETON 170 ORANGEWOOD LANE RCRA NonGen / NLR Higher 413, 0.078, WSW 4 JOHN OLSEN 311 PROSPECT PARK RCRA NonGen / NLR Lower 220, 0.042, SSW B3 VGPT LLC 14982 POSPECT AVE. RCRA NonGen / NLR Higher 194, 0.037, WNW A2 BARBARA SPROAT 362 PROSPECT PARK RCRA NonGen / NLR Lower 69, 0.013, SSW A1 MEIER CHIROPRACTIC 17842 IRVINE BLVD, # HAZNET, HWTS TP 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 DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS DRAFT 6651002.2s Page 3 63 CARIOCA CLEANERS 13844 REDHILL AVE RCRA-SQG, ENVIROSTOR, FINDS, ECHO, DRYCLEANERS,...Lower 4986, 0.944, SSE 62 TUSTIN’S FRENCH QUAR 17301 17TH STREET ENVIROSTOR, VCP Higher 4709, 0.892, NNW 61 WESTERN MEDICAL CTR 1001 N TUSTIN ENVIROSTOR, CERS HAZ WASTE, SWEEPS UST, HIST UST,...Higher 4331, 0.820, WNW 60 CHEVRON #9-8149 13052 NEWPORT AVE ENVIROSTOR, LUST, CA FID UST, Cortese, HIST... Lower 2799, 0.530, East 59 EDS ARCO STATION 13662 NEWPORT LUST, Cortese, HIST CORTESE, CERS Lower 2330, 0.441, SSE N58 TUSTIN AUTO WASH 535 MAIN LUST, CA FID UST, Cortese, HIST CORTESE, CERS Lower 1991, 0.377, SSE L57 UNOCAL 13348 NEWPORT AVE LUST Lower 1950, 0.369, ESE L56 UNOCAL #5386 13348 NEWPORT AVE CA FID UST, HIST CORTESE, CERS Lower 1950, 0.369, ESE M55 SUPER STOP 395 W FIRST ST LUST, WDS Higher 1907, 0.361, WSW N54 L A GLORY 661 INC. 13561 NEWPORT AVE LUST, UST, CERS HAZ WASTE, SWEEPS UST, CERS TANKS,...Lower 1894, 0.359, SSE M53 SUPER STOP 395 FIRST LUST, Cortese, CERS Higher 1893, 0.359, WSW L52 UNOCAL #5386 13348 NEWPORT AVE LUST, UST, SWEEPS UST, Cortese, CERS Lower 1875, 0.355, ESE L51 PROPOSED TUSTIN ES-M NEWPORT FREEWAY AT E ENVIROSTOR, SCH Lower 1835, 0.348, ESE L50 TUSTIN USD HIGH SCHO SW OF INTERSECTION O ENVIROSTOR, SCH Lower 1835, 0.348, ESE 49 BOULGER, TOM 17711 AMAGANSET WAY RCRA NonGen / NLR Higher 1282, 0.243, NNW K48 RITE AID #5755 630 E 1ST ST CERS HAZ WASTE, HAZNET Lower 1190, 0.225, SE K47 RITE AID #5755 630 E 1ST ST RCRA-LQG, HAZNET, HWTS Lower 1190, 0.225, SE J46 ECONO LUBE N TUNE #7 155 W 1ST ST UST, SWEEPS UST Higher 1119, 0.212, WSW J45 ECONO LUBE N TUNE NO 155 W 1ST ST RCRA-SQG, CA FID UST, FINDS, ECHO Higher 1119, 0.212, WSW I44 VISTA IMAGING CTR 18102 IRVINE BLVD ST RCRA-SQG Lower 1067, 0.202, East I43 MARLENE A MILLER DMD 18102 IRVINE BLVD ST RCRA NonGen / NLR Lower 1067, 0.202, East 42 B AND B MEDICAL INCI 140 S CENTENNIAL WAY RCRA NonGen / NLR, FINDS, ECHO Lower 1047, 0.198, SSE H41 LARWIN SQUARE/FORMER 546 E FIRST CPS-SLIC Lower 1010, 0.191, SE H40 LARWIN SQUARE CLEANE 546 E 1ST RCRA-SQG, FINDS, ECHO, HAZNET, HWTS Lower 1010, 0.191, SE 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 DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 4 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: EPA IDDatabase(s)Site MEIER CHIROPRACTIC 17842 IRVINE BLVD, # TUSTIN, CA 92680 N/AHAZNET GEPAID: CAL000141300 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) DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 5 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 6 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 7 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 8 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. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ECONO LUBE N TUNE NO 155 W 1ST ST WSW 1/8 - 1/4 (0.212 mi.) J45 134 EPA ID:: CAD103118477 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 9 EPA ID:: CAR000002345 VISTA IMAGING CTR 18102 IRVINE BLVD ST E 1/8 - 1/4 (0.202 mi.) I44 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. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ 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 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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 FREEWAY AT 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 10 approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ 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 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL 171 1ST SW 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 11 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. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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 USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database. A review of the UST list, as provided by EDR, has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ 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 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 12 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites CERS HAZ WASTE: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs. A review of the CERS HAZ WASTE list, as provided by EDR, and dated 04/19/2021 has revealed that there are 6 CERS HAZ WASTE sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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’REILLY AUTO 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. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ 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 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 13 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. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ECONO LUBE N TUNE NO 155 W 1ST ST WSW 1/8 - 1/4 (0.212 mi.) J45 134 Facility Id: 30008889 Status: A PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 14 EPA ID:: CAC002988211 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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.) I43 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. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SUPER STOP 395 FIRST WSW 1/4 - 1/2 (0.359 mi.) M53 213 Cleanup Status: COMPLETED - CASE CLOSED PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL 171 1ST SW 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 15 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. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 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. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL 171 1ST SW 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 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 16 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. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ KJ AUTO TRANS INC 18001 IRVINE BLVD ST ENE 0 - 1/8 (0.108 mi.) D9 28 DRAFT EXECUTIVE SUMMARY TC6651002.2s EXECUTIVE SUMMARY 17 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 DRAFT EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 60 kV 0 1 6 0 1 6 0 160 1 6 0 1 0 1 6 0 1 20 120 1 2 0 120 1 20 1 2 0 120 DRAFT EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 160 16 DRAFT MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR 0 0 0 0 1.000NPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 1 NR NR NR 1 0 0.250RCRA-LQG 4 NR NR NR 4 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-VSQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROLS Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 0 NR 0 0 0 0 1.000RESPONSE State- and tribal - equivalent CERCLIS 6 NR 4 2 0 0 1.000ENVIROSTOR State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF State and tribal leaking storage tank lists 9 NR NR 7 2 0 0.500LUST TC6651002.2s Page 4 DRAFT MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500INDIAN LUST 2 NR NR 0 2 0 0.500CPS-SLIC State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST 2 NR NR NR 2 0 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500WMUDS/SWAT 0 NR NR 0 0 0 0.500SWRCY 0 NR NR NR NR NR TPHAULERS 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR 0 0 0 0 1.000HIST Cal-Sites 0 NR NR NR 0 0 0.250SCH 0 NR NR NR NR NR TPCDL 6 NR NR NR 6 0 0.250CERS HAZ WASTE 0 NR 0 0 0 0 1.000Toxic Pits 0 NR NR NR NR NR TPUS CDL 0 NR NR 0 0 0 0.500PFAS Local Lists of Registered Storage Tanks 3 NR NR NR 3 0 0.250SWEEPS UST 2 NR NR NR 2 0 0.250HIST UST 3 NR NR NR 3 0 0.250CA FID UST 0 NR NR NR 0 0 0.250CERS TANKS Local Land Records 0 NR NR NR NR NR TPLIENS TC6651002.2s Page 5 DRAFT MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPLIENS 2 0 NR NR 0 0 0 0.500DEED Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPCHMIRS 0 NR NR NR NR NR TPLDS 0 NR NR NR NR NR TPMCS 0 NR NR NR NR NR TPOrange Co. Industrial Site 0 NR NR NR NR NR TPSPILLS 90 Other Ascertainable Records 19 NR NR NR 11 8 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPECHO 0 NR NR NR NR NR TPDOCKET HWC 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR 0 0 0 0 1.000CA BOND EXP. PLAN 6 NR NR 5 1 0 0.500Cortese TC6651002.2s Page 6 DRAFT MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR 0 0 0.250CUPA Listings 7 NR NR NR 7 0 0.250DRYCLEANERS 0 NR NR NR NR NR TPEMI 0 NR NR NR NR NR TPENF 0 NR NR NR NR NR TPFinancial Assurance 1 NR NR NR NR NR TP 1HAZNET 0 NR NR NR NR NR TPICE 4 NR NR 3 1 0 0.500HIST CORTESE 0 NR 0 0 0 0 1.000HWP 0 NR NR NR 0 0 0.250HWT 0 NR NR NR 0 0 0.250MINES 0 NR NR NR 0 0 0.250MWMP 0 NR NR NR NR NR TPNPDES 0 NR NR NR NR NR TPPEST LIC 0 NR NR 0 0 0 0.500PROC 0 NR 0 0 0 0 1.000Notify 65 0 NR NR NR NR NR TPUIC 0 NR NR NR NR NR TPUIC GEO 0 NR NR 0 0 0 0.500WASTEWATER PITS 0 NR NR NR NR NR TPWDS 0 NR NR NR 0 0 0.250WIP 0 NR NR NR NR NR TPMILITARY PRIV SITES 0 NR NR NR NR NR TPPROJECT 0 NR NR NR NR NR TPWDR 0 NR NR NR NR NR TPCIWQS 0 NR NR NR NR NR TPCERS 0 NR NR NR NR NR TPNON-CASE INFO 0 NR NR NR NR NR TPOTHER OIL GAS 0 NR NR NR NR NR TPPROD WATER PONDS 0 NR NR NR NR NR TPSAMPLING POINT 0 NR NR NR NR NR TPWELL STIM PROJ 1 NR NR NR NR NR TP 1HWTS 0 NR NR NR NR NR TPMINES MRDS EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 1 NR NR NR NR 1 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA LF 0 NR NR NR NR NR TPRGA LUST 77 0 4 17 45 9 2- Totals -- TC6651002.2s Page 7 DRAFT MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 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 FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAL000141300EPA ID: TUSTIN, CA 926800000City,State,Zip: Not reportedAddress 2: 17842 IRVINE BLVD, #118Address: MEIER CHIROPRACTICName: HWTS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 5Waste Quantity: 0.0208Quantity Tons: R01 - RecyclerMeth Code: D011RCRA Code: 171 - Metal sludge (see 121Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: Not reportedTrans Name: CAD982433575TSDF EPA ID: Not reportedTrans 2 Name: CAD981402522Trans 2 EPA ID: Not reportedTrans Name: CAL912352675Trans EPA ID: 95221671Manifest ID: 19950321Receipt Date: 3/29/1996 0:00:00Creation Date: 19950315Shipment Date: CAL000141300Gen EPA ID: 1995Year: Additional Info: 0.0208Tons: R01 - RecyclerDisposal Method: 171 - Metal sludge (Alkaline solution (pH >= 12.5) with metals)CA Waste Code: CAD982433575TSD EPA ID: CAL000141300Gepaid: 1995Year: 17842 IRVINE BLVD STE 118Mailing Address: Not reportedMailing Name: 7145445255Telephone: JOHN MEIER-OWNERContact: TUSTIN, CA 926800000City,State,Zip: Not reportedAddress 2: 17842 IRVINE BLVD, #118Address: MEIER CHIROPRACTICName: HAZNET: Site 1 of 2 in cluster A Actual: 138 ft. Property TUSTIN, CA 92680 Target HWTS17842 IRVINE BLVD, #118 N/A A1 HAZNETMEIER CHIROPRACTIC S113077332 TC6651002.2s Page 9 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 927803243City,State,Zip: Not reportedContact Address 2: INACTIVE PER VQ97 BPContact Address: JOHN MEIER-OWNERContact Name: TUSTIN, CA 927803243Owner City,State,Zip: Not reportedOwner Address 2: 17842 IRVINE BLVD STE 118Owner Address: MEIER CHIROPRACTICOwner Name: TUSTIN, CA 927803243Mailing City,State,Zip: Not reportedMailing Address 2: 17842 IRVINE BLVD STE 118Mailing Address: Not reportedMailing Name: 04/20/1998Last Act Date: 08/02/1994Create Date: 06/30/1990Inactive Date: MEIER CHIROPRACTIC (Continued)S113077332 NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: BARBARA SPROATOperator Name: OtherOwner Type: BARBARA SPROATOwner Name: TUSTIN, CA 92780-3207Mailing City,State,Zip: 362 PROSPECT PARKMailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: OCABATEMENT@GMAIL.COMContact Email: Not reportedContact Fax: 657-600-1462Contact Telephone: TUSTIN, CA 92780-3207Contact City,State,Zip: 362 PROSPECT PARKContact Address: BARBARA SPROATContact Name: CAC003026980EPA ID: TUSTIN, CA 92780-3207Handler City,State,Zip: 362 PROSPECT PARKHandler Address: BARBARA SPROATHandler Name: 2019-07-31 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 69 ft. Site 2 of 2 in cluster A 0.013 mi. Relative: Lower Actual: 137 ft. < 1/8 TUSTIN, CA 92780 SSW 362 PROSPECT PARK CAC003026980 A2 RCRA NonGen / NLRBARBARA SPROAT 1025846993 TC6651002.2s Page 10 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780-3207Owner/Operator City,State,Zip: 362 PROSPECT PARKOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: BARBARA SPROATOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2019-09-10 15:06:18.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: BARBARA SPROAT (Continued)1025846993 TC6651002.2s Page 11 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: BARBARA SPROATHandler Name: 2019-07-31 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 657-600-1462Owner/Operator Telephone: TUSTIN, CA 92780-3207Owner/Operator City,State,Zip: 362 PROSPECT PARKOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: BARBARA SPROATOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 657-600-1462Owner/Operator Telephone: BARBARA SPROAT (Continued)1025846993 2677 W. MAIN ST #930Contact Address: TERRY MARTINContact Name: CAC002986626EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 14982 POSPECT AVE.Handler Address: VGPT LLCHandler Name: 2018-10-26 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 194 ft. Site 1 of 2 in cluster B 0.037 mi. Relative: Higher Actual: 140 ft. < 1/8 TUSTIN, CA 92780 WNW 14982 POSPECT AVE.CAC002986626 B3 RCRA NonGen / NLRVGPT LLC 1024766754 TC6651002.2s Page 12 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: TERRY MARTINOperator Name: OtherOwner Type: VGPT LLCOwner Name: SANTA ANA, CA 92705Mailing City,State,Zip: 2677 W. MAIN ST #930Mailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: TERRY@MAXSON-COONEY.COMContact Email: Not reportedContact Fax: 714-542-5481Contact Telephone: SANTA ANA, CA 92705Contact City,State,Zip: VGPT LLC (Continued)1024766754 TC6651002.2s Page 13 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: VGPT LLCHandler Name: 2018-10-26 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-542-5481Owner/Operator Telephone: SANTA ANA, CA 92705Owner/Operator City,State,Zip: 2677 W. MAIN ST #930Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: VGPT LLCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-542-5481Owner/Operator Telephone: SANTA ANA, CA 92705Owner/Operator City,State,Zip: 2677 W. MAIN ST #930Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: TERRY MARTINOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-11-20 16:30:21.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: VGPT LLC (Continued)1024766754 TC6651002.2s Page 14 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: VGPT LLC (Continued)1024766754 NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: JOHN OLSENOperator Name: OtherOwner Type: JOHN OLSENOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 311 PROSPECT PARKMailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: KARLA@SUPERIORENV.COMContact Email: Not reportedContact Fax: 714-575-1001Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: 311 PROSPECT PARKContact Address: JOHN OLSENContact Name: CAC003072386EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 311 PROSPECT PARKHandler Address: JOHN OLSENHandler Name: 2020-06-25 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 220 ft. 0.042 mi. Relative: Lower Actual: 136 ft. < 1/8 TUSTIN, CA 92780 SSW 311 PROSPECT PARK CAC003072386 4 RCRA NonGen / NLRJOHN OLSEN 1026467057 TC6651002.2s Page 15 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780Owner/Operator City,State,Zip: 311 PROSPECT PARKOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JOHN OLSENOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-07-10 18:44:41.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: JOHN OLSEN (Continued)1026467057 TC6651002.2s Page 16 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: JOHN OLSENHandler Name: 2020-06-25 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-575-1001Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 311 PROSPECT PARKOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JOHN OLSENOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-575-1001Owner/Operator Telephone: JOHN OLSEN (Continued)1026467057 170 ORANGEWOOD LANEContact Address: MARIE STAPLETONContact Name: CAC003050015EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 170 ORANGEWOOD LANEHandler Address: MARIE STAPLETONHandler Name: 2020-01-08 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 413 ft. 0.078 mi. Relative: Higher Actual: 138 ft. < 1/8 TUSTIN, CA 92780 WSW 170 ORANGEWOOD LANE CAC003050015 5 RCRA NonGen / NLRMARIE STAPLETON 1026043771 TC6651002.2s Page 17 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: MARIE STAPLETONOperator Name: OtherOwner Type: MARIE STAPLETONOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 170 ORANGEWOOD LANEMailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: KARLA@SUPERIORENV.COMContact Email: Not reportedContact Fax: 714-710-1723Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: MARIE STAPLETON (Continued)1026043771 TC6651002.2s Page 18 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: MARIE STAPLETONHandler Name: 2020-01-08 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-710-1723Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 170 ORANGEWOOD LANEOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: MARIE STAPLETONOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-710-1723Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 170 ORANGEWOOD LANEOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: MARIE STAPLETONOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-02-10 17:52:16.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: MARIE STAPLETON (Continued)1026043771 TC6651002.2s Page 19 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: MARIE STAPLETON (Continued)1026043771 NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: ERIC LEOperator Name: OtherOwner Type: MAGNOLIA PLAZAOwner Name: ANAHEIM, CA 92817Mailing City,State,Zip: P.O. BOX 18057Mailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: ERIC@ROSSMGMT.COMContact Email: Not reportedContact Fax: 714-492-9175Contact Telephone: ANAHEIM, CA 92817Contact City,State,Zip: P.O. BOX 18057Contact Address: ERIC LEContact Name: CAC003091855EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 17731 IRVINE BLVD.Handler Address: MAGNOLIA PLAZAHandler Name: 2020-11-06 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 437 ft. Site 2 of 2 in cluster B 0.083 mi. Relative: Higher Actual: 141 ft. < 1/8 TUSTIN, CA 92780 West 17731 IRVINE BLVD.CAC003091855 B6 RCRA NonGen / NLRMAGNOLIA PLAZA 1026485715 TC6651002.2s Page 20 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ANAHEIM, CA 92817Owner/Operator City,State,Zip: P.O. BOX 18057Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: MAGNOLIA PLAZAOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-11-06 21:06:29.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: MAGNOLIA PLAZA (Continued)1026485715 TC6651002.2s Page 21 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: REMEDIATION SERVICESNAICS Description: 562910NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: MAGNOLIA PLAZAHandler Name: 2020-11-06 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-492-9175Owner/Operator Telephone: ANAHEIM, CA 92817Owner/Operator City,State,Zip: P.O. BOX 18057Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: ERIC LEOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-486-2187Owner/Operator Telephone: MAGNOLIA PLAZA (Continued)1026485715 115 N PROSPECT AVEContact Address: JEFF SATTLERContact Name: CAL000441907EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 115 N PROSPECT AVEHandler Address: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTINHandler Name: 2018-12-18 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 478 ft. Site 1 of 5 in cluster C 0.091 mi. Relative: Lower Actual: 136 ft. < 1/8 TUSTIN, CA 92780 SW 115 N PROSPECT AVE CAL000441907 C7 RCRA NonGen / NLRGEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN 1024873256 TC6651002.2s Page 22 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: JEFF SATTLEROperator Name: OtherOwner Type: JEFF SATTLEROwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 115 N PROSPECT AVEMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: JEFF@TREKBICYCLETUSTIN.COMContact Email: Not reportedContact Fax: 714-544-6091Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN (Continued)1024873256 TC6651002.2s Page 23 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTINHandler Name: 2018-12-18 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-544-6091Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 115 N PROSPECT AVEOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JEFF SATTLEROwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-916-1772Owner/Operator Telephone: SANTA ANA, CA 92705Owner/Operator City,State,Zip: 1201 FAIRHAVEN AVE 21 HOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JEFF SATTLEROwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-12-20 13:53:18.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN (Continued)1024873256 TC6651002.2s Page 24 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: SPORTING GOODS STORESNAICS Description: 451110NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN (Continued) 1024873256 NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: YesTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: SERVICE FIRSTOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 18001 IRVINE BLVDMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 714-573-2244Contact Telephone: TUSTIN, CA 92680Contact City,State,Zip: 18001 IRVINE BLVDContact Address: DAVID FISCHERContact Name: CAD983620626EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 18001 IRVINE BLVDHandler Address: SERVICE FIRSTHandler Name: 1992-03-04 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 572 ft. Site 1 of 3 in cluster D 0.108 mi. Relative: Lower Actual: 137 ft. < 1/8 ECHOTUSTIN, CA 92780 ENE FINDS18001 IRVINE BLVD CAD983620626 D8 RCRA NonGen / NLRSERVICE FIRST 1000598024 TC6651002.2s Page 25 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92680Owner/Operator City,State,Zip: 18001 IRVINE BLVDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: SERVICE FIRSTOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-06-27 03:35:51.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: SERVICE FIRST (Continued)1000598024 TC6651002.2s Page 26 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780City,State,Zip: 18001 IRVINE BLVDAddress: SERVICE FIRSTName: http://echo.epa.gov/detailed-facility-report?fid=110006483028DFR URL: 110006483028Registry ID: 1000598024Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110006483028Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: SERVICE FIRSTHandler Name: 1992-03-04 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-573-2200Owner/Operator Telephone: SERVICE FIRST (Continued)1000598024 TC6651002.2s Page 27 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Automotive Transmission Repair Shops2004 KJ AUTO TRANS INC Type:Year: Name: EDR Hist Auto 572 ft. Site 2 of 3 in cluster D 0.108 mi. Relative: Lower Actual: 137 ft. < 1/8 TUSTIN, CA 92780 ENE 18001 IRVINE BLVD STE 210 N/A D9 EDR Hist AutoKJ AUTO TRANS INC 1020542741 Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: JAMES STEWARTOperator Name: OtherOwner Type: JAMES STEWARTOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 453 EAST 1ST STMailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: ANAB@PWSEI.COMContact Email: Not reportedContact Fax: 714-669-1269Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: 453 EAST 1ST STContact Address: JAMES STEWARTContact Name: CAC003052749EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 453 EAST 1ST STHandler Address: JAMES STEWARTHandler Name: 2020-01-24 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 649 ft. Site 1 of 4 in cluster E 0.123 mi. Relative: Lower Actual: 133 ft. < 1/8 TUSTIN, CA 92780 SSE 453 EAST 1ST ST CAC003052749 E10 RCRA NonGen / NLRJAMES STEWART 1026046288 TC6651002.2s Page 28 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation JAMES STEWARTOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-669-1269Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 453 EAST 1ST STOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JAMES STEWARTOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-02-10 17:53:07.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: JAMES STEWART (Continued)1026046288 TC6651002.2s Page 29 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: JAMES STEWARTHandler Name: 2020-01-24 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-669-1269Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 453 EAST 1ST STOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JAMES STEWART (Continued)1026046288 Not reportedLand Type: 09EPA Region: Not reportedContact Title: KYLE.BIAS@US.BELFOR.COMContact Email: Not reportedContact Fax: 714-656-8574Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: 18031 IRVINE BLVD, UNIT 108,Contact Address: WILL BUCHERContact Name: CAC003080474EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 18031 IRVINE BLVD, UNIT 108,Handler Address: WILL BUCHERHandler Name: 2020-08-24 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 671 ft. Site 3 of 3 in cluster D 0.127 mi. Relative: Lower Actual: 137 ft. 1/8-1/4 TUSTIN, CA 92780 ENE 18031 IRVINE BLVD, UNIT 108,CAC003080474 D11 RCRA NonGen / NLRWILL BUCHER 1026474759 TC6651002.2s Page 30 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: WILL BUCHEROperator Name: OtherOwner Type: WILL BUCHEROwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 18031 IRVINE BLVD, UNIT 108,Mailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: WILL BUCHER (Continued)1026474759 TC6651002.2s Page 31 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: WILL BUCHERHandler Name: 2020-08-24 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-656-8574Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 18031 IRVINE BLVD, UNIT 108,Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: WILL BUCHEROwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-656-8574Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 18031 IRVINE BLVD, UNIT 108,Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: WILL BUCHEROwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-09-04 15:31:05.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: WILL BUCHER (Continued)1026474759 TC6651002.2s Page 32 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: WILL BUCHER (Continued)1026474759 Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: CARLOS & YVONNE GIRONOperator Name: OtherOwner Type: CARLOS & YVONNE GIRONOwner Name: TUSTIN, CA 92780-2657Mailing City,State,Zip: 17721 MILLER DRMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: GENEVADEGUIRE@ALLIANCE-ENVIRO.COMContact Email: Not reportedContact Fax: 714-492-0643Contact Telephone: TUSTIN, CA 92780-2657Contact City,State,Zip: 17721 MILLER DRContact Address: CARLOS & YVONNE GIRONContact Name: CAC003013195EPA ID: TUSTIN, CA 92780-2657Handler City,State,Zip: 17721 MILLER DRHandler Address: CARLOS & YVONNE GIRONHandler Name: 2019-05-02 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 681 ft. 0.129 mi. Relative: Higher Actual: 145 ft. 1/8-1/4 TUSTIN, CA 92780 WNW 17721 MILLER DR CAC003013195 12 RCRA NonGen / NLRCARLOS & YVONNE GIRON 1025833618 TC6651002.2s Page 33 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherLegal Status: CARLOS & YVONNE GIRONOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-492-0643Owner/Operator Telephone: TUSTIN, CA 92780-2657Owner/Operator City,State,Zip: 17721 MILLER DROwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: CARLOS & YVONNE GIRONOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2019-06-27 11:34:32.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: CARLOS & YVONNE GIRON (Continued)1025833618 TC6651002.2s Page 34 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: CARLOS & YVONNE GIRONHandler Name: 2019-05-02 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-492-0643Owner/Operator Telephone: TUSTIN, CA 92780-2657Owner/Operator City,State,Zip: 17721 MILLER DROwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: CARLOS & YVONNE GIRON (Continued) 1025833618 Local AgencyFile Location: ORANGE COUNTY LOPLocal Agency: 083002899TRB Case Number: SRCase Worker: 12/17/2002Status Date: Completed - Case ClosedStatus: -117.822798Longitude: 33.746041Latitude: T0605901987Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901987Geo Track: LUST Cleanup SiteCase Type: ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92780City,State,Zip: 171 1STAddress: MOBIL #18-H7HName: LUST: 685 ft. Site 2 of 5 in cluster C 0.130 mi.CERS Relative: Lower Actual: 136 ft. 1/8-1/4 HIST CORTESETUSTIN, CA 92680 SW Cortese171 1ST N/A C13 LUSTMOBIL OIL S102433815 TC6651002.2s Page 35 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherAction Type: T0605901987Global Id: Other Report / DocumentAction: 05/02/2001Date: RESPONSEAction Type: T0605901987Global Id: Other Report / DocumentAction: 08/03/2001Date: RESPONSEAction Type: T0605901987Global Id: Other Report / DocumentAction: 11/08/2000Date: RESPONSEAction Type: T0605901987Global Id: Leak DiscoveryAction: 12/22/1997Date: OtherAction Type: T0605901987Global Id: Request for ClosureAction: 05/23/1998Date: RESPONSEAction Type: T0605901987Global Id: Request for ClosureAction: 11/07/2000Date: RESPONSEAction Type: T0605901987Global Id: LUST: 7144336262Phone Number: srajagopal@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: SHYAMALA RAJAGOPALContact Name: Local Agency CaseworkerContact Type: T0605901987Global Id: 9513206375Phone Number: rose.scott@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ROSE SCOTTContact Name: Regional Board CaseworkerContact Type: T0605901987Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: 98UT026Local Case Number: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 36 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other Report / DocumentAction: 02/05/2001Date: RESPONSEAction Type: T0605901987Global Id: Request for ClosureAction: 07/03/1998Date: RESPONSEAction Type: T0605901987Global Id: Closure Denial LetterAction: 07/08/1998Date: ENFORCEMENTAction Type: T0605901987Global Id: Staff LetterAction: 03/31/1998Date: ENFORCEMENTAction Type: T0605901987Global Id: Staff LetterAction: 12/22/1997Date: ENFORCEMENTAction Type: T0605901987Global Id: Unauthorized Release FormAction: 02/05/1988Date: ENFORCEMENTAction Type: T0605901987Global Id: Other Report / DocumentAction: 02/15/2002Date: RESPONSEAction Type: T0605901987Global Id: Staff LetterAction: 04/24/1998Date: ENFORCEMENTAction Type: T0605901987Global Id: Closure/No Further Action LetterAction: 11/07/1988Date: ENFORCEMENTAction Type: T0605901987Global Id: Unauthorized Release FormAction: 09/15/1996Date: ENFORCEMENTAction Type: T0605901987Global Id: Staff LetterAction: 05/08/1998Date: ENFORCEMENTAction Type: T0605901987Global Id: Leak ReportedAction: 12/22/1997Date: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 37 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherAction Type: T0605900622Global Id: LUST: 7144336262Phone Number: srajagopal@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: SHYAMALA RAJAGOPALContact Name: Local Agency CaseworkerContact Type: T0605900622Global Id: 9513206375Phone Number: rose.scott@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ROSE SCOTTContact Name: Regional Board CaseworkerContact Type: T0605900622Global Id: LUST: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: 88UT026Local Case Number: Local AgencyFile Location: ORANGE COUNTY LOPLocal Agency: 083000784TRB Case Number: SRCase Worker: 10/27/1988Status Date: Completed - Case ClosedStatus: -117.822798Longitude: 33.746041Latitude: T0605900622Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605900622Geo Track: LUST Cleanup SiteCase Type: ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92680City,State,Zip: 171 1STAddress: MOBIL OILName: 12/17/2002Status Date: Completed - Case ClosedStatus: T0605901987Global Id: 12/22/1997Status Date: Open - Case Begin DateStatus: T0605901987Global Id: LUST: Closure/No Further Action LetterAction: 12/17/2002Date: ENFORCEMENTAction Type: T0605901987Global Id: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 38 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 10/27/1988Close Date: Not reportedEnforcement Date: 1/21/1988Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900622Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: Waste OilSubstance: Other ground water affectedCase Type: 88UT026Local Case Num: 083000784TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 171 1STAddress: MOBIL OILName: LUST REG 8: 10/27/1988Status Date: Completed - Case ClosedStatus: T0605900622Global Id: 01/21/1988Status Date: Open - Case Begin DateStatus: T0605900622Global Id: LUST: Leak ReportedAction: 01/21/1988Date: OtherAction Type: T0605900622Global Id: Leak DiscoveryAction: 01/21/1988Date: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 39 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 12/17/2002Close Date: Not reportedEnforcement Date: 12/22/1997Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605901987Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Soil onlyCase Type: 98UT026Local Case Num: 083002899TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 171 1STAddress: MOBIL #18-H7HName: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: AMStaff Initials: RSStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.819614Longitude: 33.7381061Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 40 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 171 1STAddress: MOBIL OILName: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605901987Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92780City,State,Zip: 171 1STAddress: MOBIL #18-H7HName: CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: AMStaff Initials: RSStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.819614Longitude: 33.7381061Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 41 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Regional Board CaseworkerAffiliation Type Desc: 7144336262Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 E. DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: SHYAMALA RAJAGOPAL - ORANGE COUNTY LOPEntity Name: Local Agency CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605900622CERS ID: 222958Site ID: TUSTIN, CA 92680City,State,Zip: 171 1STAddress: MOBIL OILName: CERS: 083002899TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 171edr_fadd1: MOBIL #18-H7Hedr_fname: 083000784TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 171 01STedr_fadd1: MOBIL #18-H7Hedr_fname: HIST CORTESE: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605900622Global ID: MOBIL OIL (Continued)S102433815 TC6651002.2s Page 42 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7144336262Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 E. DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: SHYAMALA RAJAGOPAL - ORANGE COUNTY LOPEntity Name: Local Agency CaseworkerAffiliation Type Desc: 9513206375Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 MAIN STREET, SUITE 500Affiliation Address: Not reportedEntity Title: ROSE SCOTT - SANTA ANA RWQCB (REGION 8)Entity Name: Regional Board CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605901987CERS ID: 193349Site ID: TUSTIN, CA 92780City,State,Zip: 171 1STAddress: MOBIL #18-H7HName: 9513206375Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 MAIN STREET, SUITE 500Affiliation Address: Not reportedEntity Title: ROSE SCOTT - SANTA ANA RWQCB (REGION 8)Entity Name: MOBIL OIL (Continued)S102433815 Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EBA9.pdfURL: 0002EBA9File Number: TUSTIN, CA 92680City,State,Zip: 171 E FIRST STAddress: STEVEN L KELSOName: HIST UST: 718 ft. Site 3 of 5 in cluster C 0.136 mi. Relative: Lower Actual: 136 ft. 1/8-1/4 TUSTIN, CA 92680 SW CHMIRS171 E FIRST ST N/A C14 HIST USTSTEVEN L KELSO S105644277 TC6651002.2s Page 43 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOther: Not reportedMeasure: PETROLEUMType: Not reportedWhat Happened: Not reportedContainment: mobile oilCleanup By: Not reportedSpill Site: Not reportedWaterway: YESWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: 08:51:50 AMOES Time: 9/10/1996OES Date: Not reportedOES notification: 15489OES Incident Number: TUSTIN, CACity,State,Zip: 171 EAST FIRST STREET MOBIL STATION 18H7HAddress: Not reportedName: CHMIRS: Click here for Geo Tracker PDF: Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: STEVEN L KELSO (Continued)S105644277 TC6651002.2s Page 44 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation sample underway. getting ready for construction to a site, soilDescription: Not reportedComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: NONumber of Fatalities: NONumber of Injuries: NOEvacuations: Not reportedSubstance #3: Not reportedSubstance #2: Not reportedUnknown: waste oil 12ppmSubstance: Not reportedE Date: S/SSite Type: NOContained: unk (5’ soil)Amount: Not reportedAdmin Agency: 1600 09Sep96Incident Date: mobil oilAgency: 1996Year: Not reportedDate/Time: STEVEN L KELSO (Continued)S105644277 171 E 1ST STAddress: MOBIL #18-H7HName: SWEEPS UST: RO0001406Record ID: 10/27/1988Date Closed: Waste oil/Used oilReleased Substance: 88UT026Facility Id: ORANGERegion: TUSTIN, CA 92680City,State,Zip: 171 E 1ST STAddress: MOBIL OILName: RO0001670Record ID: 12/17/2002Date Closed: Gasoline-Automotive (motor gasoline and additives), leaded & unleadedReleased Substance: 98UT026Facility Id: ORANGERegion: TUSTIN, CA 92780City,State,Zip: 171 E 1ST STAddress: MOBIL #18-H7HName: ORANGE CO. LUST: 718 ft. Site 4 of 5 in cluster C 0.136 mi. Relative: Lower Actual: 136 ft. 1/8-1/4 CA FID USTTUSTIN, CA 92680 SW SWEEPS UST171 E 1ST ST N/A C15 LUSTMOBIL #18-H7H S101589143 TC6651002.2s Page 45 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 12000Capacity: ATank Status: 30-000-002281-000005SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-000400Board Of Equalization: 9Number: 2281Comp Number: ActiveStatus: TUSTINCity: 171 E 1ST STAddress: MOBIL #18-H7HName: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-000-002281-000004SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-000400Board Of Equalization: 9Number: 2281Comp Number: ActiveStatus: TUSTINCity: 171 E 1ST STAddress: MOBIL #18-H7HName: 4Number Of Tanks: Not reportedContent: PSTG: PETROLEUMTank Use: Not reportedActive Date: 500Capacity: ATank Status: 30-000-002281-000001SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-000400Board Of Equalization: 9Number: 2281Comp Number: ActiveStatus: TUSTINCity: MOBIL #18-H7H (Continued)S101589143 TC6651002.2s Page 46 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: TUSTIN 92680Mailing City,St,Zip: Not reportedMailing Address 2: 3225 GALLOWS RD ATTN: EARMailing Address: Not reportedMail To: 7145528460Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30001621Facility ID: CA FID UST: Not reportedNumber Of Tanks: LEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-000-002281-000006SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-000400Board Of Equalization: 9Number: 2281Comp Number: ActiveStatus: TUSTINCity: 171 E 1ST STAddress: MOBIL #18-H7HName: MOBIL #18-H7H (Continued)S101589143 7145442923Telephone: Not reportedContact Name: Not reportedOther Type: Gas StationFacility Type: 00000039359Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: TUSTIN, CA 92680City,State,Zip: 171 E 1ST STAddress: STEVEN L. KELSOName: HIST UST: 718 ft. Site 5 of 5 in cluster C 0.136 mi. Relative: Lower Actual: 136 ft. 1/8-1/4 TUSTIN, CA 92680 SW 171 E 1ST ST N/A C16 HIST USTSTEVEN L. KELSO U001577914 TC6651002.2s Page 47 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Stock InventorLeak Detection: Not reportedContainer Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000280Tank Capacity: Not reportedYear Installed: 4Container Num: 004Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: PREMIUMType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: Not reportedYear Installed: 3Container Num: 003Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00012000Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: 0004Total Tanks: LOS ANGELES, CA 90017Owner City,St,Zip: 612 S. FLOWER STREETOwner Address: MOBIL OIL CORPORATIONOwner Name: STEVEN L. KELSO (Continued)U001577914 BIG O TIRES #5825Name: CERS: Hazardous Waste GeneratorCERS Description: 10408141CERS ID: 379818Site ID: TUSTIN, CA 92780City,State,Zip: 131 E 1ST STAddress: BIG O TIRES #5825Name: CERS HAZ WASTE: 764 ft. Site 1 of 3 in cluster F 0.145 mi. Relative: Lower Actual: 136 ft. 1/8-1/4 TUSTIN, CA 92780 SW CERS131 E 1ST ST N/A F17 CERS HAZ WASTEBIG O TIRES #5825 S113046295 TC6651002.2s Page 48 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Owner Operator Information Chemical Inventory for 5 material(s) received and ACCEPTED on E-Submit: Business Activities Page Business 2016 HMBEP Annual Certification Approval. The following documents wereEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-04-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: unified program agency (714-433-6000). CONTINGENCY PLAN G please correct the telephone number for the local and declined HMBEP submittal. The following correction is needed: Facility has complied with the 2018 reporting requirement. ReviewedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-26-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: map." (absorbent/spill kit) and sewer/storm drains. Add these to the site shut offs (water and natural gas), emergency response equipment name to petroleum oil. Site map is missing locations for emergency should be [64742-65-0 Petroleum oil 1%]. Please change the component below for your reference. The hazardous components box for mop water "Please address the comments from the previous review. They are shown HMBEP declined. The followin notes were included in the review:Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-07-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Centers, LLC. label and post in the facility. Verified the owner as Golden West Tire disposal are available for review. Complete the emergency response filters, coolant, mop water, and a parts washer. Manifests for waste labeled and appear to be in good condition. Wastes include oil, areas, perimeter of facility and trash container. Drums of wastes are inspect granted by Derek Tyson. Observed the shop area, waste storage On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: NoViolations Found: 08-26-2014Eval Date: Compliance Evaluation InspectionEval General Type: Evaluation: Chemical Storage FacilitiesCERS Description: 10408141CERS ID: 379818Site ID: TUSTIN, CA 92780City,State,Zip: 131 E 1ST STAddress: BIG O TIRES #5825 (Continued)S113046295 TC6651002.2s Page 49 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Disclosure inspection. Met with Jorge Ramirez. During the inspection The purpose of this visit is to conduct a routine Hazardous MaterialsEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-14-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: all [Truncated] available for review during normal business hours. Please continue to site for at least three years from the date of transport and are all hazardous waste manifests/disposal documents are maintained on of lading for all hazardous waste streams were reviewed today. Ensure Emergency Response plan was available for review. Manifests and bills observe any water runoff or staining at this time. Hazardous Waste contain any hazardous waste. Perimeter of facility inspected - did not required identification. Municipal dumpster area does not appear to basis. A Hazardous Waste label was noted on all drums with the operator completes a maintenance inspection on the drums on a weekly lid, stored in a secure manner and appear to be in good condition. The aqueous parts cleaner and waste antifreeze. Drums were provided with a Ramirez. Inspected used oil, drained used oil/fuel filters, absorbent, Onsite to conduct a routine hazardous waste inspection. Met with JorgeEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-14-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: resubmittal this date. Reviewed HMBEP submission package on CERS, DENIED. Request for E 1st St Tustin, CA 92780 Add facility to hazardous materials program. Big O Tires #5821 131 E 1st St Tustin, CA 92780 Big O Tires #5821 131Eval Notes: Routine done by local agencyEval Type: NoViolations Found: 04-04-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Facility has disclosed 6 chemicals (3 are waste). Reviewed and accepted HMBEP submittal. All corrections have been made.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-08-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: facility. Facility Site Map Emergency Plan A copy of the report was sent to the BIG O TIRES #5825 (Continued)S113046295 TC6651002.2s Page 50 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Routine done by local agencyEval Type: NoViolations Found: 08-01-2013Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: more recent submission. Read/review pre 2015 HMBEP submission. Accepted pending review of theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-08-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: is on site and available for review. are available for review. Emergency response and contact information filters, antifreeze, and parts washer. Manifests for waste disposal Containers of wastes are covered and labeled. Wastes include oil, oil waste storage area, perimeter of facility and trash container. facility was completed with Aureliano Garcia. Observed the shop area, On site for a routine hazardous waste inspection. An inspection of theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-18-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: contact information is available for review. Reviewed and verified site map item locations. Emergency response and New motor oil - Transmission fluid - Waste mop water - Waste oil materials were observed today: - New antifreeze - Waste antifreeze - hazardous materials storage areas. The following reportable hazardous the facility was completed with Aureliano Garcia. Observed the On site for a routine hazardous materials inspection. An inspection ofEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-18-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Environmental Reporting System (CERS) reviewed and approved online CUPA form submittal on California Reviewed Business Emergency Plan / Plot Plan online. Completely response within six months of employment and then yearly after that. operator is also aware that new staff must be trained on emergency emergency response procedures and hazardous waste management. The representative onsite stated that staff are trained at least yearly on and online. Reviewed training records onsite and online. The facility the following was observed: Reviewed list of chemicals stored onsite BIG O TIRES #5825 (Continued)S113046295 TC6651002.2s Page 51 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation handle or store hazardous materials in quantities equal to or materials training signature sheet to this agency. *Businesses who Waste antifreeze *Submit a copy of the annual employee hazardous synthetic oil - New antifreeze/coolant - Waste oil - Oily mop water - observed today: - New bulk motor oil - New bulk transmission oil - New materials storage areas. The following hazardous materials were and inspect granted by Derek Tyson. Observed the shop and hazardous On site for a routine hazardous materials inspection. Consent to enterEval Notes: Routine done by local agencyEval Type: NoViolations Found: 08-26-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Processed A21.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-14-2013Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: sewer/storm drains. Add these to [Truncated] gas), emergency response equipment (absorbent/spill kit) and map is missing locations for emergency shut offs (water and natural gallons. Hazardous components box [7664-93-9 Sulfuric Acid 40%] Site follows: Common name is lead Acid Batteries. List as liquid. List in acid is contained in the batteries. Then disclose batteries as [64742-65-0 Petroleum oil 1%]. Need to determine how much sulfuric component. The hazardous components box for mop water should be be waste oil. In the hazardous components box use "motor oil" for the "waste". The assumption is that this is waste oil. Common name should disclosure. The second to last disclosed chemical is listed as just 64742-65-0 for the motor oil disclosures and 64743-57-0 for the ATF "mixtures. The each have specific CAS numbers. "Use CAS number modifications: New oil and new ATF should be listed as "pure" not Reviewed and declined submittal in e submit. Please make the followingEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-08-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Centers, LLC. An annual hazardous waste fee will be assessed. label and post in the facility. Verified the owner as Golden West Tire Keep manifests for at least 3 years. Complete the emergency response parts washer. Manifests for waste disposal are available for review. and labeled. Wastes include oil, oil filters, coolant, mop water, and perimeter of facility and trash container. Drums of wastes are covered granted by Brian Goegan. Observed the shop area, waste storage area, routine hazardous waste inspection. Consent to enter and inspect Big O Tires #5825 131 E. 1st Street Tustin, CA 92780 On site for aEval Notes: BIG O TIRES #5825 (Continued)S113046295 TC6651002.2s Page 52 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: GOLDEN WEST TIRE CENTERS, LLCEntity Name: Parent CorporationAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: MANAGING MEMBEREntity Title: MATTHEW GRECOEntity Name: Identification SignerAffiliation Type Desc: Not reportedAffiliation Phone: 90720Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Los AlamitosAffiliation City: 10934 Portal Dr.Affiliation Address: Not reportedEntity Title: MICHAEL BIDDLEEntity Name: Environmental ContactAffiliation Type Desc: Affiliation: -117.823270Longitude: 33.746040Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10408141Program ID: HWGEnv Int Type Code: BIG O TIRES #5825Facility Name: 379818Site ID: Coordinates: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: 30 days of receipt of this [Truncated] (http://cers.calepa.ca.gov). Complete the electronic submittal within (www.esubmit.ocgov.com) or the State CERS Portal submitted electronically by using either the County E-Submit Portal Hazardous Materials Business Plan (HMBP). The HMBP is required to be of a gas are required to disclose the materials as part of the exceeding 55 gallons of liquid, 500 pounds of solid, or 200 cubic feet BIG O TIRES #5825 (Continued)S113046295 TC6651002.2s Page 53 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (714) 236-0715Affiliation Phone: 90720Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: LOS ALAMITOSAffiliation City: 10934 PORTALAffiliation Address: Not reportedEntity Title: GOLDEN WEST TIRE CENTERS, LLCEntity Name: Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 90720Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: LOS ALAMITOSAffiliation City: 10934 PORTAL DRAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: (714) 236-0715Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: GOLDEN WEST TIRE CENTERS, LLCEntity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: LESLIE LOPEZEntity Name: Document PreparerAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: BIG O TIRES #5825 (Continued)S113046295 TUSTIN, CA 92780Handler City,State,Zip: 131 E FIRST STHandler Address: BIG O TIRESHandler Name: 1993-01-04 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 764 ft. Site 2 of 3 in cluster F 0.145 mi. Relative: Lower Actual: 136 ft. 1/8-1/4 ECHOTUSTIN, CA 92780 SW FINDS131 E FIRST ST CAD981667884 F18 RCRA NonGen / NLRBIG O TIRES 1000125313 TC6651002.2s Page 54 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: NOT REQUIREDOperator Name: PrivateOwner Type: SECURITY CAL INCOwner Name: SANTA ANA, CA 92704Mailing City,State,Zip: 323 W CASTOR STMailing Address: 4State District: CAState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: OtherLand Type: 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 714-544-9431Contact Telephone: TUSTIN, CA 92680Contact City,State,Zip: 131 E FIRST STContact Address: ENVIRONMENTAL MANAGERContact Name: CAD981667884EPA ID: BIG O TIRES (Continued)1000125313 TC6651002.2s Page 55 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: CAState District Owner: Not a generator, verifiedFederal Waste Generator Description: BIG O TIRESHandler Name: 1993-01-04 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: NOT REQUIREDOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: SECURITY CAL INCOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-06-27 03:28:40.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: BIG O TIRES (Continued)1000125313 TC6651002.2s Page 56 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780City,State,Zip: 131 E FIRST STAddress: BIG O TIRESName: http://echo.epa.gov/detailed-facility-report?fid=110006473397DFR URL: 110006473397Registry ID: 1000125313Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access convenient collection opportunities for used oil and used oil filters. Waste Management Board (CIWMB) helps communities establish and promote UORS (California - Used Oil Recycling System). California Integrated STATE MASTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110006473397Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: AUTOMOTIVE PARTS AND ACCESSORIES STORESNAICS Description: 44131NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: BIG O TIRES (Continued)1000125313 CAL000383795EPA ID: TUSTIN, CA 92780-3246Handler City,State,Zip: 131 E 1ST STHandler Address: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES #5825Handler Name: 2013-03-26 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 764 ft. Site 3 of 3 in cluster F 0.145 mi. Relative: Lower Actual: 136 ft. 1/8-1/4 TUSTIN, CA 92780 SW 131 E 1ST ST CAL000383795 F19 RCRA NonGen / NLRGOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES #582 1024837778 TC6651002.2s Page 57 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: LESLIE LOPEZOperator Name: OtherOwner Type: GOLDEN WEST TIRE CENTERS LLCOwner Name: LOS ALAMITOS, CA 90720Mailing City,State,Zip: 10934 PORTAL DRMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: LLOPEZ@GWBIGO.COMContact Email: 714-236-0751Contact Fax: 714-236-0715Contact Telephone: LOS ALAMITOS, CA 90720Contact City,State,Zip: 10934 PORTAL DR.Contact Address: LESLIE LOPEZContact Name: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES #5825 (Continued)1024837778 TC6651002.2s Page 58 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES #5825Handler Name: 2013-03-26 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-236-0715Owner/Operator Telephone: LOS ALAMITOS, CA 90720Owner/Operator City,State,Zip: 10934 PORTAL DR.Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: LESLIE LOPEZOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-236-0715Owner/Operator Telephone: LOS ALAMITOS, CA 90720Owner/Operator City,State,Zip: 10934 PORTAL DROwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: GOLDEN WEST TIRE CENTERS LLCOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-09-06 17:02:09.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES #5825 (Continued)1024837778 TC6651002.2s Page 59 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: GENERAL AUTOMOTIVE REPAIRNAICS Description: 811111NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES #5825 (Continued) 1024837778 DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: 714 8327366Representative Telephone: GEORGE HAUBENRepresentative Name: AStatus: D02298Permit Number: 173550Application Number: 25161Facility ID: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 7216SIC Code: 812320NAICS Code: 10/12/1982PO Issue Date: 09/10/1981Application Date: 3734.059082UTM North: 424.0539856UTM East: ADSORBER (DRY CLEANING) REGENERATIVECCAT Description: 02CCAT Number: DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: 714 8327366Representative Telephone: GEORGE HAUBENRepresentative Name: AStatus: M27990Permit Number: 10486AApplication Number: 25161Facility ID: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: DRYCLEAN SOUTH COAST: 800 ft. Site 2 of 4 in cluster E 0.152 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 HWTSTUSTIN, CA 92780 SSE EMI410 E 1ST ST N/A E20 DRYCLEANERSNEWCLEANER LLC DBA SATELLITE CLEANERS S106841471 TC6651002.2s Page 60 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAMailing State: TUSTINMailing City: Not reportedMailing Address 2: 410 E 1ST STMailing Address 1: Not reportedMailing Name: 7148322377Contact Fax: 7148325700Contact Telephone: Not reportedContact Address 2: 410 E 1ST STContact Address: LOUIE RAMIRAZContact Name: 6194903329Owner Telephone: Not reportedOwner Address 2: 589 N JOHNSON AVEOwner Address: ASHRAF DAKWAROwner Name: Not reportedFacility Addr2: 06/30/2016Inactive Date: NoFacility Active: 11/17/2014Create Date: Power Laundries, Family and CommercialSIC Description: 7211SIC Code: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 81232NAICS Code: CAL000402266EPA Id: TUSTIN, CA 927803310City,State,Zip: 410 E 1ST STAddress: NEWCLEANER LLC DBA SATELLITE CLEANERSName: DRYCLEANERS: 7216SIC Code: 812320NAICS Code: 09/15/2000PO Issue Date: 06/23/2000Application Date: 3734.059082UTM North: 424.0539856UTM East: VAPOR RECOVERY UNIT COMPRESS & CONDENSECCAT Description: 04CCAT Number: DRY CLEANING, DRY-TO-DRY NON-VENT, PERCBCAT Description: 000601BCAT Number: INACTIVEPermit Status: 714 8327366Representative Telephone: GEORGE HAUBENRepresentative Name: AStatus: F33743Permit Number: 371273Application Number: 25161Facility ID: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 7216SIC Code: 812320NAICS Code: 09/09/1988PO Issue Date: 08/23/1988Application Date: 3734.059082UTM North: 424.0539856UTM East: VAPOR RECOVERY UNIT COMPRESS & CONDENSECCAT Description: 04CCAT Number: NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued)S106841471 TC6651002.2s Page 61 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: 25161Facility ID: SCAir Basin: 30County Code: 2003Year: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: 25161Facility ID: SCAir Basin: 30County Code: 2002Year: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: 25161Facility ID: SCAir Basin: 30County Code: 1995Year: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: EMI: 0Longitude: 0Latitude: 4Region Code: 7148322377Owner Fax: 927803310Mailing Zip: NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued)S106841471 TC6651002.2s Page 62 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 25161Facility ID: SCAir Basin: 30County Code: 2007Year: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: .006NOX - Oxides of Nitrogen Tons/Yr: .005Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: 25161Facility ID: SCAir Basin: 30County Code: 2006Year: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.000695Particulate Matter Tons/Yr: 0.0000549SOX - Oxides of Sulphur Tons/Yr: 0.00915NOX - Oxides of Nitrogen Tons/Yr: 0.00768Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.00119Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: 25161Facility ID: SCAir Basin: 30County Code: 2004Year: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: TUSTIN GEORGE CLEANERSName: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued)S106841471 TC6651002.2s Page 63 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 927803310Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 410 E 1ST STFacility Address: NEWCLEANER LLC DBA SATELLITE CLEANERSFacility Name: 2016-06-30 00:00:00Inactive Date: 2014-11-17 09:50:56.30300Issued EPA ID Date: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 81232NAICS Code: 2014-11-17 09:50:56.310Create Date: CAL000402266EPA ID: NAICS: TUSTIN, CA 92780City,State,Zip: Not reportedContact Address 2: 410 E 1ST STContact Address: LOUIE RAMIRAZContact Name: EL CAJON, CA 92020Owner City,State,Zip: Not reportedOwner Address 2: 589 N JOHNSON AVEOwner Address: ASHRAF DAKWAROwner Name: TUSTIN, CA 927803310Mailing City,State,Zip: Not reportedMailing Address 2: 410 E 1ST STMailing Address: Not reportedMailing Name: 01/12/2017Last Act Date: 11/17/2014Create Date: 06/30/2016Inactive Date: CAL000402266EPA ID: TUSTIN, CA 927803310City,State,Zip: Not reportedAddress 2: 410 E 1ST STAddress: NEWCLEANER LLC DBA SATELLITE CLEANERSName: HWTS: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: .006NOX - Oxides of Nitrogen Tons/Yr: .005Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued) S106841471 TC6651002.2s Page 64 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedContact Address 2: 410 E 1ST STContact Address: CHETANA RAMAKRISHNAContact Name: IRVINE, CA 92618Owner City,State,Zip: Not reportedOwner Address 2: 120 MEASUREOwner Address: C&S SERVICES LLCOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: Not reportedMailing Address 2: 410 E 1ST STMailing Address: Not reportedMailing Name: 04/01/2021Last Act Date: 04/01/2021Create Date: Not reportedInactive Date: CAL000461528EPA ID: TUSTIN, CA 92780City,State,Zip: Not reportedAddress 2: 410 E 1ST STAddress: C&S SERVICES LLC DBA SATELLITE CLEANERSName: HWTS: 0Longitude: 0Latitude: 4Region Code: Not reportedOwner Fax: 92780Mailing Zip: CAMailing State: TUSTINMailing City: Not reportedMailing Address 2: 410 E 1ST STMailing Address 1: Not reportedMailing Name: Not reportedContact Fax: 9495218140Contact Telephone: Not reportedContact Address 2: 410 E 1ST STContact Address: CHETANA RAMAKRISHNAContact Name: 9495218140Owner Telephone: Not reportedOwner Address 2: 120 MEASUREOwner Address: C&S SERVICES LLCOwner Name: Not reportedFacility Addr2: Not reportedInactive Date: YesFacility Active: 04/01/2021Create Date: Power Laundries, Family and CommercialSIC Description: 7211SIC Code: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 812320NAICS Code: CAL000461528EPA Id: TUSTIN, CA 92780City,State,Zip: 410 E 1ST STAddress: C&S SERVICES LLC DBA SATELLITE CLEANERSName: DRYCLEANERS: 800 ft. Site 3 of 4 in cluster E 0.152 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92780 SSE HWTS410 E 1ST ST N/A E21 DRYCLEANERSC&S SERVICES LLC DBA SATELLITE CLEANERS S127126802 TC6651002.2s Page 65 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 92780Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 410 E 1ST STFacility Address: C&S SERVICES LLC DBA SATELLITE CLEANERSFacility Name: Not reportedInactive Date: 2021-04-01 17:38:42.77700Issued EPA ID Date: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 812320NAICS Code: 2021-04-01 17:38:42.780Create Date: CAL000461528EPA ID: 92780Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 410 E 1ST STFacility Address: C&S SERVICES LLC DBA SATELLITE CLEANERSFacility Name: Not reportedInactive Date: 2021-04-01 17:38:42.77700Issued EPA ID Date: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 812320NAICS Code: 2021-04-01 17:38:42.780Create Date: CAL000461528EPA ID: NAICS: TUSTIN, CA 92780City,State,Zip: C&S SERVICES LLC DBA SATELLITE CLEANERS (Continued) S127126802 812320NAICS Code: 12/31/9999PO Issue Date: 03/12/2014Application Date: 0UTM North: 0UTM East: Not reportedCCAT Description: Not reportedCCAT Number: DRY CLEANING EQUIP PETROLEUM SOLVENTBCAT Description: 000233BCAT Number: Not reportedPermit Status: 714 8325700Representative Telephone: LOUIE RAMERIZRepresentative Name: AStatus: Not reportedPermit Number: 561715Application Number: 176994Facility ID: TUSTIN, CA 92780City,State,Zip: 410 E FIRST STAddress: NEWCLEANER LLCName: DRYCLEAN SOUTH COAST: 800 ft. Site 4 of 4 in cluster E 0.152 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92780 SSE 410 E FIRST ST N/A E22 DRYCLEANERSNEWCLEANER LLC S121696682 TC6651002.2s Page 66 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7216SIC Code: NEWCLEANER LLC (Continued)S121696682 Not reportedNotes: FA0050767Facility ID: TUSTIN 92870City,State,Zip: 240 E. FIRST ST.Address: TUSTIN PLAZA AUTO WASHName: ORANGE CO. UST: 878 ft. Site 1 of 5 in cluster G 0.166 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92870 SSW 240 E. FIRST ST. N/A G23 USTTUSTIN PLAZA AUTO WASH U004316384 12000Capacity: ATank Status: 30-000-012220-000002SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 12220Comp Number: ActiveStatus: TUSTINCity: 240 E 1ST STAddress: TUSTIN PLAZA AUTO WASHName: 3Number Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 12000Capacity: ATank Status: 30-000-012220-000001SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 12220Comp Number: ActiveStatus: TUSTINCity: 240 E 1ST STAddress: TUSTIN PLAZA AUTO WASHName: SWEEPS UST: 878 ft. Site 2 of 5 in cluster G 0.166 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92680 SSW 240 E 1ST ST N/A G24 SWEEPS USTTUSTIN PLAZA AUTO WASH U003433555 TC6651002.2s Page 67 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 12000Capacity: ATank Status: 30-000-012220-000003SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 12220Comp Number: ActiveStatus: TUSTINCity: 240 E 1ST STAddress: TUSTIN PLAZA AUTO WASHName: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: TUSTIN PLAZA AUTO WASH (Continued) U003433555 ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: TUSTIN 92680Mailing City,St,Zip: Not reportedMailing Address 2: 19021 CANYON DRMailing Address: Not reportedMail To: Not reportedFacility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30017688Facility ID: CA FID UST: 878 ft. Site 3 of 5 in cluster G 0.166 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92680 SSW 240 E 1ST ST N/A G25 CA FID USTTUSTIN PLAZA AUTO WASH S101609629 TC6651002.2s Page 68 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoViolations Found: 02-13-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Training Plans Portal/CERS: Chemical Inventory Facility Site Map Emergency Response & The following documents were received and ACCEPTED on the EsubmitEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-25-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Emergency Response equipment (spill kit, fire [Truncated] the location of the following, if applicable, on the facility map: -- Storage Pressure to G Ambient.G FACILITY MAPS // (1) Please indicate Additionally, if you have over 200 cf of nitrogen, please change the nitrogen is on site, you may remove this chemical from your inventory. threshold for this chemical is 200 cubic feet. If less than 200 cf of verify the amount of nitrogen stored at your facility; the reportable (Waste): -- Enter the Annual Waste Amount (4) Nitrogen: -- Please New Motor Oil does not need the Annual Waste Amount. (3) Antifreeze verify if the entries for New vs. Waste motor oil have been switched; WasteG -- Enter the Annual Waste Amount (2) Motor Oil (New): -- Please Motor Oil (Waste): -- Please change the Hazardous Material Type to G and resubmit within 30 days: HAZARDOUS MATERIALS INVENTORY // (1) The HMBEP has been reviewed and declined. Please correct the followingEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-11-2016Eval Date: Other/UnknownEval General Type: Evaluation: Chemical Storage FacilitiesCERS Description: 10411762CERS ID: 136658Site ID: TUSTIN, CA 92780City,State,Zip: 135 S PROSPECT AVEAddress: MOUNTAINVIEW TIRE AND SERVICE INCName: CERS: Hazardous Waste GeneratorCERS Description: 10411762CERS ID: 136658Site ID: TUSTIN, CA 92780City,State,Zip: 135 S PROSPECT AVEAddress: MOUNTAINVIEW TIRE AND SERVICE INCName: CERS HAZ WASTE: 941 ft. Site 4 of 5 in cluster G 0.178 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92780 SSW CERS135 S PROSPECT AVE N/A G26 CERS HAZ WASTEMOUNTAINVIEW TIRE AND SERVICE INC S123501054 TC6651002.2s Page 69 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HWEval Program: Orange County Environmental HealthEval Division: corrected Owner name in CERSEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-24-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: resubmittal this date. Reviewed HMBEP submission package on CERS, DENIED. Request forEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-19-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: CERS review: BA/OW pgEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-13-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: and Training Plan elements: Facility Information Chemical Inventory Emergency Response CERS 10411762 Accepted 2017 Annual Certification for the followingEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-25-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: whether you are [Truncated] and Chronic Health Automatic Transmission Fluid G it is unclear remove the CAS #; Federal Hazard Categories = also check Acute Health Annual Waste Amount Waste Motor Oil G Hazardous Material Type = Waste; Hazard Categories = also check Acute Health and Chronic Health; remove Type = Mixture; remove the CAS # from the top of the form; Federal field (only completed for wastes) New Motor Oil G Hazardous Material used for Pure substances); remove data from the Annual Waste Amount Antifreeze G remove the CAS # from the top of the form (CAS#s are only Waste Amount for this material (most likely not 1800 gallons) New Mixture Components chart); State Waste Code = 134; review the Annual Waste; remove the CAS # from the top of the form (leave it in the INVENTORY Waste Antifreeze G please change Hazardous Material Type to re-submittal this date. The following corrections are needed: CHEMICAL Reviewed HMBEP submission package on CERS, DENIED. Request forEval Notes: Other, not routine, done by local agencyEval Type: MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 TC6651002.2s Page 70 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 06-16-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Read/review HMBEP in CERS. Accepted.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-16-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: will be mailed to the facility. report were discussed with Steven Benedetto. A copy of this report California Environmental Reporting System (CERS) The details of this Completely reviewed and approved online CUPA form submittal on after that. Reviewed Business Emergency Plan / Plot Plan online. on emergency response within six months of employment and then yearly management. The operator is also aware that new staff must be trained least yearly on emergency response procedures and hazardous waste The facility representative onsite stated that staff are trained at stored onsite and online. Reviewed training records onsite and online. inspection the following was observed: Reviewed list of chemicals Disclosure inspection. Met with Steven Benedetto. During the The purpose of this visit is to conduct a routine Hazardous MaterialsEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-05-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: hours. Please continue to ensure all [Truncated] date of transport and are available for review during normal business documents are maintained on site for at least three years from the reviewed today. Ensure all hazardous waste manifests/disposal Manifests and bills of lading for all hazardous waste streams were Hazardous Waste Emergency Response plan was available for review. inspected - did not observe any water runoff or staining at this time. not appear to contain any hazardous waste. Perimeter of facility drums with the required identification. Municipal dumpster area does drums on a weekly basis. A Hazardous Waste label was noted on all condition. The operator completes a maintenance inspection on the with a lid, stored in a secure manner and appear to be in good absorbent, parts cleaner and waste antifreeze. Drums were provided Steven Benedetto. Inspected used oil, drained used oil/fuel filters, Onsite to conduct a routine hazardous waste inspection. Met withEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-05-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 TC6651002.2s Page 71 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Disclosure inspection. Met with Steven Benedetto. During the The purpose of this visit is to conduct a routine Hazardous MaterialsEval Notes: Routine done by local agencyEval Type: NoViolations Found: 11-04-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: normal business [Truncated] years from the date of transport and are available for review during manifests/disposal documents are maintained on site for at least three waste streams were reviewed today. Ensure all hazardous waste available for review. Manifests and bills of lading for all hazardous staining at this time. Hazardous Waste Emergency Response plan was Perimeter of facility inspected - did not observe any water runoff or dumpster area does not appear to contain any hazardous waste. all drums and tank with the required identification. Municipal drums and tank on a weekly basis. A Hazardous Waste label was noted on good condition. The operator completes a maintenance inspection on the provided with a lid, stored in a secure manner and appear to be in aqueous parts cleaner and waste antifreeze. Drums and tank were Steven Benedetto Inspected used oil, drained used oil/fuel filters, Onsite to conduct a routine hazardous waste inspection. Met withEval Notes: Routine done by local agencyEval Type: NoViolations Found: 11-04-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: response and contact information is on site and available for review. Manifests for waste disposal are available for review. Emergency filters, antifreeze, brake fluid, mop water, and oily solids. Containers of wastes are covered and labeled. Wastes include oil, oil waste storage area, perimeter of facility and trash container. facility was completed with AJ Stamatelatos. Observed the shop area, On site for a routine hazardous waste inspection. An inspection of theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-16-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: review. Annual employee training records are current. locations. Emergency response and contact information is available for antifreeze - ATF - Waste mop water Reviewed and verified site map item materials were observed today: - Motor oil - New antifreeze - Waste hazardous materials storage areas. The following reportable hazardous the facility was completed with AJ Stamatelatos. Observed the On site for a routine hazardous materials inspection. An inspection ofEval Notes: Routine done by local agencyEval Type: NoViolations Found: MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 TC6651002.2s Page 72 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAffiliation Address: Not reportedEntity Title: Mountain View tire and Service Inc.Entity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: PresidentEntity Title: Nicholas MitsosEntity Name: Identification SignerAffiliation Type Desc: Affiliation: -117.822410Longitude: 33.745090Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10411762Program ID: HWGEnv Int Type Code: Mountainview Tire and Service IncFacility Name: 136658Site ID: Coordinates: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: SHansenRooks@ochca.com or any new chemicals. If you have any questions please email me at any change of ownerships, changes in chemical quantities of over 100%, during your routine inspection. Notify this agency through CERS, of submittal has been placed UNDER REVIEW pending on-site verification Inventory -Facility Site Map -Emergency Response & Training Plans The CERS: -Business Activities -Business Owner/Operator -Chemical The following documents were received and reviewed for completeness onEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-08-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: eNewsletter please visit http://www.occupainfo.com/ regarding Hazardous Materials Disclosure, or to sign up for our California Environmental Reporting System (CERS) For more information Completely reviewed and approved online CUPA form submittal on after that. Reviewed Business Emergency Plan / Plot Plan online. on emergency response within six months of employment and then yearly management. The operator is also aware that new staff must be trained least yearly on emergency response procedures and hazardous waste The facility representative onsite stated that staff are trained at stored onsite and online. Reviewed training records onsite and online. inspection the following was observed: Reviewed list of chemicals MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 TC6651002.2s Page 73 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 91730Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Rancho CucamongaAffiliation City: 8548 Utica AveAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: 91730Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Rancho CucamongaAffiliation City: 8548 Utica AveAffiliation Address: Not reportedEntity Title: TIM SQUIRESEntity Name: Environmental ContactAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Tim SquiresEntity Name: Document PreparerAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Mountainview Tire and Service IncEntity Name: Parent CorporationAffiliation Type Desc: (909) 484-9497Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: MOUNTAINVIEW TIRE AND SERVICE INC (Continued)S123501054 TC6651002.2s Page 74 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (909) 484-9497Affiliation Phone: 91730Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: Rancho CucamongaAffiliation City: 8548 Utica AveAffiliation Address: Not reportedEntity Title: Mountain View tire and Service Inc.Entity Name: MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: CHRIS MITSOSOperator Name: OtherOwner Type: NICK MITSOSOwner Name: RANCHO CUCAMONGA, CA 91730-0000Mailing City,State,Zip: 8548 UTICA AVEMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: MVT@MOUNTAINVIEWTIRE.COMContact Email: 909-484-3973Contact Fax: 909-484-9497Contact Telephone: RANCHO CUCAMONGA, CA 91730Contact City,State,Zip: 8548 UTICA AVEContact Address: CHRIS MITSOSContact Name: CAL000213137EPA ID: TUSTIN, CA 92680-0000Handler City,State,Zip: 135 S PROSPECTHandler Address: MT VIEW TIRE SERVICE INCHandler Name: 2000-12-07 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 941 ft. Site 5 of 5 in cluster G 0.178 mi. Relative: Lower Actual: 133 ft. 1/8-1/4 TUSTIN, CA 92680 SSW 135 S PROSPECT CAL000213137 G27 RCRA NonGen / NLRMT VIEW TIRE SERVICE INC 1024799671 TC6651002.2s Page 75 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 909-484-9497Owner/Operator Telephone: RANCHO CUCAMONGA, CA 91730-0000Owner/Operator City,State,Zip: 8548 UTICA AVEOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: NICK MITSOSOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-09-05 15:45:01.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: MT VIEW TIRE SERVICE INC (Continued)1024799671 TC6651002.2s Page 76 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: MT VIEW TIRE SERVICE INCHandler Name: 2000-12-07 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 909-484-9497Owner/Operator Telephone: RANCHO CUCAMONGA, CA 91730Owner/Operator City,State,Zip: 8548 UTICA AVEOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: CHRIS MITSOSOwner/Operator Name: MT VIEW TIRE SERVICE INC (Continued) 1024799671 TUSTIN, CA 65802City,State,Zip: Not reportedAddress 2: 510 E 1ST STAddress: O’REILLY AUTO PARTS #3046Name: HAZNET: Hazardous Waste GeneratorCERS Description: 10459891CERS ID: 139270Site ID: TUSTIN, CA 92780City,State,Zip: 510 E 1ST STAddress: O’REILLY AUTO PARTS #3046Name: CERS HAZ WASTE: 946 ft. Site 1 of 14 in cluster H 0.179 mi.HWTS Relative: Lower Actual: 132 ft. 1/8-1/4 CERSTUSTIN, CA 92780 SE HAZNET510 E 1ST ST N/A H28 CERS HAZ WASTEO’REILLY AUTO PARTS #3046 S118235335 TC6651002.2s Page 77 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAL000393424Gen EPA ID: 2014Year: Additional Info: 0.115Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD044429835TSD EPA ID: CAL000393424Gepaid: 2014Year: 0.05Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD044429835TSD EPA ID: CAL000393424Gepaid: 2015Year: 0.075Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD044429835TSD EPA ID: CAL000393424Gepaid: 2016Year: 0.1Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD044429835TSD EPA ID: CAL000393424Gepaid: 2017Year: 0.10000Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD044429835TSD EPA ID: CAL000393424Gepaid: 2018Year: 0.05000Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD059494310TSD EPA ID: CAL000393424Gepaid: 2019Year: 233 S PATTERSONMailing Address: Not reportedMailing Name: 4175204589Telephone: JOHN BOUNDSContact: O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 78 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20150521Receipt Date: 7/8/2015 22:15:46Creation Date: 20150506Shipment Date: CAL000393424Gen EPA ID: 2015Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 80Waste Quantity: 0.04Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: SAFETY-KLEEN SYSTEMS INCTrans Name: TXR000081205Trans EPA ID: 004425676SKSManifest ID: 20140902Receipt Date: 11/22/2014 22:15:06Creation Date: 20140815Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 150Waste Quantity: 0.075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: SAFETY-KLEEN SYSTEMS INCTrans Name: TXR000081205Trans EPA ID: 004503415SKSManifest ID: 20141204Receipt Date: 3/27/2015 22:15:05Creation Date: 20141120Shipment Date: O’REILLY AUTO PARTS #3046 (Continued)S118235335 TC6651002.2s Page 79 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20170324Shipment Date: CAL000393424Gen EPA ID: 2017Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 100Waste Quantity: 0.05Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: SAFETY-KLEEN SYSTEMS INCTrans Name: TXR000081205Trans EPA ID: 004833509SKSManifest ID: 20150521Receipt Date: 7/8/2015 22:15:46Creation Date: 20150506Shipment Date: CAL000393424Gen EPA ID: 2016Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 100Waste Quantity: 0.05Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: SAFETY-KLEEN SYSTEMS INCTrans Name: TXR000081205Trans EPA ID: 004833509SKSManifest ID: O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 80 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: and Training Plan elements: Facility Information Chemical Inventory Emergency Response CERS 10459891 Accepted 2017 Annual Certification for the followingEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-25-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: (64742-65-0) Waste Oil G add the CAS# for the waste oil to the mixture chart Chart for the components that are listed. (only the oil is hazardous) CHEMICAL INVENTORY Waste Absorbent - Add the CAS#s to the Mixture and declined HMBEP submittal. The following corrections are needed: Facility has complied with the 2018 reporting requirement. ReviewedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-26-2018Eval Date: Other/UnknownEval General Type: Evaluation: Chemical Storage FacilitiesCERS Description: 10459891CERS ID: 139270Site ID: TUSTIN, CA 92780City,State,Zip: 510 E 1ST STAddress: O’REILLY AUTO PARTS #3046Name: CERS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 200Waste Quantity: 0.1Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS OF WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: CLEAN HARBORS ENVIRON SVCS INCTrans 2 Name: MAD039322250Trans 2 EPA ID: SAFETY-KLEEN SYSTEMS INCTrans Name: TXR000081205Trans EPA ID: 005944759SKSManifest ID: 20170330Receipt Date: 5/4/2018 18:31:04Creation Date: O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 81 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation the following was observed: Reviewed list of chemicals stored onsite Disclosure inspection. Met with Steve Farrar. During the inspection The purpose of this visit is to conduct a routine Hazardous MaterialsEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-05-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: normal business [Truncated] years from the date of transport and are available for review during manifests/disposal documents are maintained on site for at least three waste streams were reviewed today. Ensure all hazardous waste available for review. Manifests and bills of lading for all hazardous staining at this time. Hazardous Waste Emergency Response plan was Perimeter of facility inspected - did not observe any water runoff or dumpster area does not appear to contain any hazardous waste. noted on all drums with the required identification. Municipal inspection on the drums on a weekly basis. A Hazardous Waste label was to be in good condition. The operator completes a maintenance Drums were provided with a lid, stored in a secure manner and appear and product breaks/returns(ignitables, reactives, corrosives, toxics). Farrar. Inspected used oil, drained used oil/fuel filters, absorbent, Onsite to conduct a routine hazardous waste inspection. Met with SteveEval Notes: Routine done by local agencyEval Type: NoViolations Found: 06-05-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Read/review 2015 HMBEP in CERS. Accepted. New EPA ID # CAL000393424.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-22-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Read/review 2015 HMBEP in CERS. Accepted.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-22-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: 2016 review: CERS 2 HazMat = HW - Accepted | RUR to Stat 04Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-16-2016Eval Date: Other/UnknownEval General Type: O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 82 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation identification. Municipal dumpster area does not appear to contain any Hazardous Waste label was noted on all drums with the required completes a maintenance inspection on the drums on a weekly basis. A secure manner and appear to be in good condition. The operator corrosives, and toxics). Drums were provided with a lid, stored in a absorbents, broken or returned products(ignitables, reactives, Snodgrass. Inspected used oil, drained used oil/fuel filters, Onsite to conduct a routine hazardous waste inspection. Met with CodyEval Notes: Routine done by local agencyEval Type: NoViolations Found: 08-02-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: for review. Emergency response and contact information is on site and available absorbents. Manifests for waste disposal are available for review. flammables, corrosives, reactives, universal wastes, oil, and oily are covered and labeled. Wastes include damaged and returned area, perimeter of facility and trash container. Containers of wastes facility was completed with Steve farrar. Observed the waste storage On site for a routine hazardous waste inspection. An inspection of theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-15-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: are current. information is available for review. Annual employee training records and verified site map item locations. Emergency response and contact were observed today: - Used oily absorbents - Used motor oil Reviewed materials storage areas. The following reportable hazardous materials the facility was completed with Steve Farrar. Observed the hazardous On site for a routine hazardous materials inspection. An inspection ofEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-15-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: the facility. discussed with Steve Farrar. A copy of this report will be mailed to Environmental Reporting System (CERS) The details of this report were reviewed and approved online CUPA form submittal on California Reviewed Business Emergency Plan / Plot Plan online. Completely response within six months of employment and then yearly after that. operator is also aware that new staff must be trained on emergency emergency response procedures and hazardous waste management. The representative onsite stated that staff are trained at least yearly on and online. Reviewed training records onsite and online. The facility O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 83 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other, not routine, done by local agencyEval Type: NoViolations Found: 12-12-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: information [Truncated] observed. Please visit our website www.occupainfo.com for our facility dumpster and perimeter were inspected. No hazardous waste was available and onsite. Verified contact and owner information. The Accumulation date Hazardous Waste Emergency Response information was waste (liquid or solid) 5. Name and address of the business. 6. (e.g. G toxic, flammable, corrosive, etc.) 4. Physical state of the HAZARDOUS WasteG 2. Waste (name) 3. Hazardous property of the waste waste must be labeled with the following information: 1. The words G containers are labeled and covered. All containers storing hazardous facility EPA ID number was verified correct. Hazardous waste site, and gave consent to enter/inspect. Inspection Notes: The Boyd, Site Manager, who explained the process, escorted me through the facility assessment and Hazardous Waste Inspection. Met with Sean O’reilly #3046 510 E. 1st St Tustin, Ca 92780 On site to conduct aEval Notes: Routine done by local agencyEval Type: NoViolations Found: 09-19-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Environmental Reporting System (CERS). reviewed and approved online CUPA form submittal on California Reviewed Business Emergency Plan / Plot Plan online. Completely response within six months of employment and then yearly after that. operator is also aware that new staff must be trained on emergency emergency response procedures and hazardous waste management. The representative onsite stated that staff are trained at least yearly on and online. Reviewed training records onsite and online. The facility the following was observed: Reviewed list of chemicals stored onsite Disclosure inspection. Met with Cody Snodgrass. During the inspection The purpose of this visit is to conduct a routine Hazardous MaterialsEval Notes: Routine done by local agencyEval Type: NoViolations Found: 08-02-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: for review during normal business [Truncated] for at least three years from the date of transport and are available hazardous waste manifests/disposal documents are maintained on site for all hazardous waste streams were reviewed today. Ensure all Response plan was available for review. Manifests and bills of lading water runoff or staining at this time. Hazardous Waste Emergency hazardous waste. Perimeter of facility inspected - did not observe any O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 84 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAffiliation Phone: 92010Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: CarlsbadAffiliation City: 3207 Grey Hawk Court, Suite 200Affiliation Address: Not reportedEntity Title: Verisk 3E, Regulatory Department/OG Reilly Auto PartsEntity Name: Environmental ContactAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: (417) 862-3333Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: O’Reilly Auto Enterprises, L.L.C.Entity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Regulatory Compliance Specialist, Verisk 3EEntity Title: Erin Baltazar, Agent for O’Reilly Auto Enterprises, L.L.C.Entity Name: Identification SignerAffiliation Type Desc: Affiliation: -117.818510Longitude: 33.745630Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10459891Program ID: HWGEnv Int Type Code: O’Reilly Auto Parts #3046Facility Name: 139270Site ID: Coordinates: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Read/review 2015 HMBEP. Accepted.Eval Notes: O’REILLY AUTO PARTS #3046 (Continued) S118235335 TC6651002.2s Page 85 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner Address 2: 233 S PATTERSONOwner Address: O’REILLY AUTO PARTSOwner Name: SPRINGFIELD, MO 65802Mailing City,State,Zip: Not reportedMailing Address 2: 233 S PATTERSONMailing Address: Not reportedMailing Name: 12/09/2020Last Act Date: 01/23/2014Create Date: Not reportedInactive Date: CAL000393424EPA ID: TUSTIN, CA 927803347City,State,Zip: Not reportedAddress 2: 510 E 1ST STAddress: O’REILLY AUTO PARTS #3046Name: HWTS: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: O’Reilly Auto PartsEntity Name: Parent CorporationAffiliation Type Desc: Not reportedAffiliation Phone: 92010Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: CarlsbadAffiliation City: Verisk 3E, Regulatory Dept./O’Reilly Auto, 3207 Grey Hawk Ct, Ste 200Affiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Erin Baltazar, Agent for O’Reilly Auto Enterprises, L.L.C.Entity Name: Document PreparerAffiliation Type Desc: (417) 862-3333Affiliation Phone: 85014Affiliation Zip: United StatesAffiliation Country: AZAffiliation State: PhoenixAffiliation City: 702 E. Bethany Home RoadAffiliation Address: Not reportedEntity Title: O’Reilly Auto Enterprises, L.L.C.Entity Name: Legal OwnerAffiliation Type Desc: O’REILLY AUTO PARTS #3046 (Continued)S118235335 TC6651002.2s Page 86 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 927803347Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 510 E 1ST STFacility Address: O’REILLY AUTO PARTS #3046Facility Name: Not reportedInactive Date: 2014-01-23 11:56:50.60000Issued EPA ID Date: Automotive Parts and Accessories StoresNAICS Description: 44131NAICS Code: 2014-01-23 11:56:50.603Create Date: CAL000393424EPA ID: NAICS: SPRINGFIELD, MO 65802City,State,Zip: Not reportedContact Address 2: 233 S. PATTERSON AVE.Contact Address: JOHN BOUNDSContact Name: SPRINGFIELD, MO 658020000Owner City,State,Zip: O’REILLY AUTO PARTS #3046 (Continued) S118235335 NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: JOHN BOUNDSOperator Name: OtherOwner Type: O’REILLY AUTO PARTSOwner Name: SPRINGFIELD, MO 65802-0000Mailing City,State,Zip: 233 S PATTERSONMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: JBOUNDS2@OREILLYAUTO.COMContact Email: 417-874-7102Contact Fax: 417-520-4589Contact Telephone: SPRINGFIELD, MO 65802Contact City,State,Zip: 233 S. PATTERSON AVE.Contact Address: JOHN BOUNDSContact Name: CAL000393424EPA ID: TUSTIN, CA 92780-3347Handler City,State,Zip: 510 E 1ST STHandler Address: O’REILLY AUTO PARTS #3046Handler Name: 2014-01-23 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 946 ft. Site 2 of 14 in cluster H 0.179 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 510 E 1ST ST CAL000393424 H29 RCRA NonGen / NLRO’REILLY AUTO PARTS #3046 1024842761 TC6651002.2s Page 87 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-09-06 17:03:49.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: O’REILLY AUTO PARTS #3046 (Continued)1024842761 TC6651002.2s Page 88 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: AUTOMOTIVE PARTS AND ACCESSORIES STORESNAICS Description: 44131NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: O’REILLY AUTO PARTS #3046Handler Name: 2014-01-23 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 417-520-4589Owner/Operator Telephone: SPRINGFIELD, MO 65802Owner/Operator City,State,Zip: 233 S. PATTERSON AVE.Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: JOHN BOUNDSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 417-862-3333Owner/Operator Telephone: SPRINGFIELD, MO 65802-0000Owner/Operator City,State,Zip: 233 S PATTERSONOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: O’REILLY AUTO PARTSOwner/Operator Name: O’REILLY AUTO PARTS #3046 (Continued) 1024842761 TC6651002.2s Page 89 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: NFF: New recordEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 11-10-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: SALLY BEAUTY - 518 E 1ST ST, TUSTIN 92780 2017 CERS OW/BAEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 11-08-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: On site for a routine inspection.Eval Notes: Routine done by local agencyEval Type: NoViolations Found: 05-16-2018Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Routine done by local agencyEval Type: NoViolations Found: 05-16-2018Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: #1016. Submit RUR to change. Notified via CERS that the dba has changed to Sally Beauty SupplyEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-15-2020Eval Date: Other/UnknownEval General Type: Evaluation: Hazardous Waste GeneratorCERS Description: 10665844CERS ID: 367553Site ID: TUSTIN, CA 92780City,State,Zip: 518 E 1ST STAddress: SALLY BEAUTY SUPPLY #1016Name: CERS HAZ WASTE: 961 ft. Site 3 of 14 in cluster H 0.182 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 HWTSTUSTIN, CA 92780 SE HAZNET518 E 1ST ST N/A H30 CERS HAZ WASTESALLY BEAUTY SUPPLIES S121019851 TC6651002.2s Page 90 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Sally Beauty Supply LLCEntity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Karina Romero, Agent for Sally Holdings LLCEntity Name: Document PreparerAffiliation Type Desc: (940) 898-7500Affiliation Phone: 76210Affiliation Zip: United StatesAffiliation Country: TXAffiliation State: DentonAffiliation City: 3001 Colorado Blvd.Affiliation Address: Not reportedEntity Title: Sally Holdings LLCEntity Name: Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Regulatory Business Solutions ManagerEntity Title: Karina Romero, Agent for Sally Holdings LLCEntity Name: Identification SignerAffiliation Type Desc: Not reportedAffiliation Phone: 92010Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: CarlsbadAffiliation City: 3207 Grey Hawk Ct., Suite 200Affiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Affiliation: -117.818510Longitude: 33.745630Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10665844Program ID: HWGEnv Int Type Code: SALLY BEAUTY SUPPLY #1016Facility Name: 367553Site ID: Coordinates: SALLY BEAUTY SUPPLIES (Continued) S121019851 TC6651002.2s Page 91 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MXC130619001TSD EPA ID: CAL000411425Gepaid: 2018Year: 0.11750Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 561 - Detergent waste chemicalsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2018Year: PO BOX 339Mailing Address: Not reportedMailing Name: 8566928100Telephone: DAVID EPSTEINContact: TUSTIN, CA 083500000City,State,Zip: Not reportedAddress 2: 518 E 1ST STAddress: SALLY BEAUTY SUPPLIESName: HAZNET: Not reportedAffiliation Phone: 76210Affiliation Zip: Not reportedAffiliation Country: TXAffiliation State: DentonAffiliation City: 3001 Colorado Blvd.Affiliation Address: Not reportedEntity Title: DEBBIE MIDDLETONEntity Name: Environmental ContactAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Sally Holdings LLCEntity Name: Parent CorporationAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: (940) 898-7500Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: SALLY BEAUTY SUPPLIES (Continued) S121019851 TC6651002.2s Page 92 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.02Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 561 - Detergent waste chemicalsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2016Year: 0.0575Tons: Blending) H050 - Energy Recovery At This Site--Use As Fuel(Includes On-Site FuelDisposal Method: 352 - Other organic solidsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2016Year: 0.075Tons: H020 - Solvents RecoveryDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2016Year: 0.1025Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 561 - Detergent waste chemicalsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2017Year: 0.0335Tons: Blending) H050 - Energy Recovery At This Site--Use As Fuel(Includes On-Site FuelDisposal Method: 352 - Other organic solidsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2017Year: 0.0495Tons: H020 - Solvents RecoveryDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2017Year: 0.01000Tons: Blending) H050 - Energy Recovery At This Site--Use As Fuel(Includes On-Site FuelDisposal Method: 352 - Other organic solidsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2018Year: 0.02750Tons: H020 - Solvents RecoveryDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: SALLY BEAUTY SUPPLIES (Continued) S121019851 TC6651002.2s Page 93 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 15Waste Quantity: 0.0075Quantity Tons: H020 - Solvents RecoveryMeth Code: D035RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017798639JJKManifest ID: 20171019Receipt Date: 7/11/2018 18:31:13Creation Date: 20171012Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Blending) H050 - Energy Recovery At This Site--Use As Fuel(Includes On-Site FuelMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017798639JJKManifest ID: 20171019Receipt Date: 7/11/2018 18:31:13Creation Date: 20171012Shipment Date: CAL000411425Gen EPA ID: 2017Year: Additional Info: additional CA HAZNET: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access 0.115Tons: H123 - Settling Or ClarificationDisposal Method: 561 - Detergent waste chemicalsCA Waste Code: MXC130619001TSD EPA ID: CAL000411425Gepaid: 2016Year: SALLY BEAUTY SUPPLIES (Continued) S121019851 TC6651002.2s Page 94 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20170718Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 90Waste Quantity: 0.045Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017798639JJKManifest ID: 20171019Receipt Date: 7/11/2018 18:31:13Creation Date: 20171012Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: D001Additional Code 2: D035Additional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: H020 - Solvents RecoveryMeth Code: F003RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017798639JJKManifest ID: 20171019Receipt Date: 7/11/2018 18:31:13Creation Date: 20171012Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: SALLY BEAUTY SUPPLIES (Continued)S121019851 TC6651002.2s Page 95 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017126701JJKManifest ID: 20170728Receipt Date: 10/10/2018 18:30:31Creation Date: 20170718Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: D001Additional Code 2: D035Additional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: H020 - Solvents RecoveryMeth Code: F003RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017126701JJKManifest ID: 20170728Receipt Date: 10/10/2018 18:30:31Creation Date: 20170718Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 95Waste Quantity: 0.0475Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017126701JJKManifest ID: 20170728Receipt Date: 10/10/2018 18:30:31Creation Date: SALLY BEAUTY SUPPLIES (Continued)S121019851 TC6651002.2s Page 96 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.0375Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017119261JJKManifest ID: 20170419Receipt Date: 5/11/2018 18:34:48Creation Date: 20170411Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 12Waste Quantity: 0.006Quantity Tons: Blending) H050 - Energy Recovery At This Site--Use As Fuel(Includes On-Site FuelMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017126701JJKManifest ID: 20170728Receipt Date: 10/10/2018 18:30:31Creation Date: 20170718Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 18Waste Quantity: 0.009Quantity Tons: H020 - Solvents RecoveryMeth Code: D035RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: SALLY BEAUTY SUPPLIES (Continued)S121019851 TC6651002.2s Page 97 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2015-10-21 13:25:01.313Create Date: CAL000411425EPA ID: NAICS: DENTON, TX 762100000City,State,Zip: Not reportedContact Address 2: 3001 COLORADO BLVDContact Address: DEBBIE MIDDLETONContact Name: DENTON, TX 76210Owner City,State,Zip: Not reportedOwner Address 2: 3001 COLORADO BLVDOwner Address: SALLY BEAUTY HOLDING LLCOwner Name: RICHLAND, NJ 083500000Mailing City,State,Zip: Not reportedMailing Address 2: PO BOX 339Mailing Address: Not reportedMailing Name: 08/20/2020Last Act Date: 10/21/2015Create Date: Not reportedInactive Date: CAL000411425EPA ID: TUSTIN, CA 927803313City,State,Zip: Not reportedAddress 2: 518 E 1ST STAddress: SALLY BEAUTY SUPPLIES #1016Name: HWTS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: D001Additional Code 2: D035Additional Code 1: PQuantity Unit: 14Waste Quantity: 0.007Quantity Tons: H020 - Solvents RecoveryMeth Code: F003RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name: MXC130619001TSDF EPA ID: TEMARRY RECYCLING INCTrans 2 Name: CAR000194217Trans 2 EPA ID: IDR ENVIRONMENTAL SERVICESTrans Name: CAD981377864Trans EPA ID: 017119261JJKManifest ID: 20170419Receipt Date: 5/11/2018 18:34:48Creation Date: 20170411Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 75Waste Quantity: SALLY BEAUTY SUPPLIES (Continued)S121019851 TC6651002.2s Page 98 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 927803313Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 518 E 1ST STFacility Address: SALLY BEAUTY SUPPLIES #1016Facility Name: Not reportedInactive Date: 2015-10-21 13:25:01.31000Issued EPA ID Date: Cosmetics, Beauty Supplies, and Perfume StoresNAICS Description: 44612NAICS Code: SALLY BEAUTY SUPPLIES (Continued) S121019851 NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: SALLY BEAUTY HOLDING LLCOperator Name: Not reportedOwner Type: Not reportedOwner Name: CARLSBAD, CA 92010Mailing City,State,Zip: GREY HAWK CT STE 200Mailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: DMIDDLETON@SALLYBEAUTY.COMContact Email: Not reportedContact Fax: 940-297-4964Contact Telephone: DENTON, TX 76210Contact City,State,Zip: 3001 COLORADO BLVDContact Address: DEBBIE MIDDLETONContact Name: CAL000411425EPA ID: TUSTIN, CA 92780-3313Handler City,State,Zip: 518 E 1ST STHandler Address: SALLY BEAUTY SUPPLIES #1016Handler Name: 2020-07-27 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 961 ft. Site 4 of 14 in cluster H 0.182 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 518 E 1ST ST CAL000411425 H31 RCRA NonGen / NLRSALLY BEAUTY SUPPLIES #1016 1024852365 TC6651002.2s Page 99 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 940-898-7500Owner/Operator Telephone: DENTON, TX 76210Owner/Operator City,State,Zip: 3001 COLORADO BLVDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: SALLY BEAUTY HOLDING LLCOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-08-04 11:22:44.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: SALLY BEAUTY SUPPLIES #1016 (Continued)1024852365 TC6651002.2s Page 100 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation COSMETICS, BEAUTY SUPPLIES, AND PERFUME STORESNAICS Description: 44612NAICS Code: List of NAICS Codes and Descriptions: NoElectronic Manifest Broker: NoNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: SALLY BEAUTY SUPPLIES #1016Handler Name: 2020-07-27 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: SALLY BEAUTY SUPPLIESHandler Name: 2015-10-21 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 940-898-7500Owner/Operator Telephone: DENTON, TX 76210Owner/Operator City,State,Zip: 3001 COLORADO BLVDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: SALLY BEAUTY HOLDING LLCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 940-898-7500Owner/Operator Telephone: DENTON, TX 76210Owner/Operator City,State,Zip: 3001 COLORADO BLVDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: RANDY GOSSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: SALLY BEAUTY SUPPLIES #1016 (Continued) 1024852365 TC6651002.2s Page 101 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: SALLY BEAUTY SUPPLIES #1016 (Continued) 1024852365 Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: ROGER TANAKA EXT 5523Operator Name: OtherOwner Type: BIG 5 CORPOwner Name: EL SEGUNDO, CA 90245Mailing City,State,Zip: 2525 E EL SEGUNDO BLVDMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: ASHLEY.CAMPBELL@STERICYCLE.COMContact Email: Not reportedContact Fax: 310-536-0611Contact Telephone: EL SEGUNDO, CA 90245Contact City,State,Zip: 2525 E EL SEGUNDO BLVDContact Address: ROGER TANAKA EXT 5523Contact Name: CAL000410102EPA ID: TUSTIN, CA 92780-3313Handler City,State,Zip: 520 E 1ST STHandler Address: BIG 5 SPORTING GOODS #023Handler Name: 2015-09-14 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 964 ft. Site 5 of 14 in cluster H 0.183 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 520 E 1ST ST CAL000410102 H32 RCRA NonGen / NLRBIG 5 SPORTING GOODS #023 1024851511 TC6651002.2s Page 102 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherLegal Status: ROGER TANAKA EXT 5523Owner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 310-536-0611Owner/Operator Telephone: EL SEGUNDO, CA 90245Owner/Operator City,State,Zip: 2525 E EL SEGUNDO BLVDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: BIG 5 CORPOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-09-06 17:06:40.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: BIG 5 SPORTING GOODS #023 (Continued)1024851511 TC6651002.2s Page 103 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: SPORTING GOODS STORESNAICS Description: 45111NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: BIG 5 SPORTING GOODS #023Handler Name: 2015-09-14 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 310-536-0611Owner/Operator Telephone: EL SEGUNDO, CA 90245Owner/Operator City,State,Zip: 2525 E EL SEGUNDO BLVDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: BIG 5 SPORTING GOODS #023 (Continued) 1024851511 area, perimeter of facility and trash container. Currently there is no facility was completed with James Young. Observed the waste storage On site for a routine hazardous waste inspection. An inspection of theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 03-06-2019Eval Date: Compliance Evaluation InspectionEval General Type: Evaluation: Hazardous Waste GeneratorCERS Description: 10664344CERS ID: 366480Site ID: TUSTIN, CA 92780City,State,Zip: 520 E 1ST STAddress: BIG 5 SPORTING GOODS #023Name: CERS HAZ WASTE: 964 ft. Site 6 of 14 in cluster H 0.183 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 HWTSTUSTIN, CA 92780 SE HAZNET520 E 1ST ST N/A H33 CERS HAZ WASTEBIG 5 SPORTING GOODS #023 S118938694 TC6651002.2s Page 104 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: BIG 5 SPORTING GOODS #023Entity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: ENVIRONMENTAL COMPLIANCE SPECIALISTEntity Title: Ashley CampbellEntity Name: Identification SignerAffiliation Type Desc: Not reportedAffiliation Phone: 90245Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: EL SEGUNDOAffiliation City: 2525 E. EL SEGUNDO BLVDAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: 90245Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: EL SEGUNDOAffiliation City: 2525 E. EL SEGUNDO BLVDAffiliation Address: Not reportedEntity Title: ROGER TANAKAEntity Name: Environmental ContactAffiliation Type Desc: Affiliation: -117.818500Longitude: 33.745630Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10664344Program ID: HWGEnv Int Type Code: BIG 5 SPORTING GOODS #023Facility Name: 366480Site ID: Coordinates: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Big 5 Sporting Goods Corporation. information is on site and available for review. Verified the owner as hazardous waste stored on site. Emergency response and contact BIG 5 SPORTING GOODS #023 (Continued) S118938694 TC6651002.2s Page 105 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 331 - Off-specification, aged or surplus organicsCA Waste Code: CAD008364432TSD EPA ID: CAL000410102Gepaid: 2017Year: 2525 E EL SEGUNDO BLVDMailing Address: Not reportedMailing Name: 3105360611Telephone: ROGER TANAKA EXT 5523Contact: TUSTIN, CA 927803313City,State,Zip: Not reportedAddress 2: 520 E 1ST STAddress: BIG 5 SPORTING GOODS #023Name: HAZNET: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: BIG 5 SPORTING GOODSEntity Name: Parent CorporationAffiliation Type Desc: (310) 350-2413Affiliation Phone: 90245Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: EL SEGUNDOAffiliation City: 2525 E. EL SEGUNDO BLVDAffiliation Address: Not reportedEntity Title: BIG 5 SPORTING GOODS CORPORATIONEntity Name: Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: ASHLEY CAMPBELLEntity Name: Document PreparerAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: (714) 544-9808Affiliation Phone: BIG 5 SPORTING GOODS #023 (Continued) S118938694 TC6651002.2s Page 106 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D035RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008474798FLEManifest ID: 20151105Receipt Date: 1/7/2016 22:15:09Creation Date: 20151030Shipment Date: CAL000410102Gen EPA ID: 2015Year: Additional Info: 0.0005Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: CAD008364432TSD EPA ID: CAL000410102Gepaid: 2015Year: 0.001Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD008364432TSD EPA ID: CAL000410102Gepaid: 2015Year: 0.0005Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: CAD008364432TSD EPA ID: CAL000410102Gepaid: 2016Year: 0.003Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 181 - Other inorganic solid wasteCA Waste Code: CAD008364432TSD EPA ID: CAL000410102Gepaid: 2016Year: 0.002Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: BIG 5 SPORTING GOODS #023 (Continued) S118938694 TC6651002.2s Page 107 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008474798FLEManifest ID: 20151105Receipt Date: 1/7/2016 22:15:09Creation Date: 20151030Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008474798FLEManifest ID: 20151105Receipt Date: 1/7/2016 22:15:09Creation Date: 20151030Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: BIG 5 SPORTING GOODS #023 (Continued)S118938694 TC6651002.2s Page 108 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20151030Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008474798FLEManifest ID: 20151105Receipt Date: 1/7/2016 22:15:09Creation Date: 20151030Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D035RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008474798FLEManifest ID: 20151105Receipt Date: 1/7/2016 22:15:09Creation Date: 20151030Shipment Date: CAL000410102Gen EPA ID: 2016Year: Additional Info: Not reportedAdditional Code 5: BIG 5 SPORTING GOODS #023 (Continued)S118938694 TC6651002.2s Page 109 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 520 E 1ST STAddress: BIG 5 SPORTING GOODS #023Name: HWTS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 4Waste Quantity: 0.002Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: S S TTrans 2 Name: NED986382133Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010029380FLEManifest ID: 20170502Receipt Date: 5/9/2018 18:31:26Creation Date: 20170421Shipment Date: CAL000410102Gen EPA ID: 2017Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008474798FLEManifest ID: 20151105Receipt Date: 1/7/2016 22:15:09Creation Date: BIG 5 SPORTING GOODS #023 (Continued) S118938694 TC6651002.2s Page 110 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 927803313Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 520 E 1ST STFacility Address: BIG 5 SPORTING GOODS #023Facility Name: Not reportedInactive Date: 2015-09-14 09:39:34.88000Issued EPA ID Date: Sporting Goods StoresNAICS Description: 45111NAICS Code: 2015-09-14 09:39:34.880Create Date: CAL000410102EPA ID: NAICS: EL SEGUNDO, CA 90245City,State,Zip: Not reportedContact Address 2: 2525 E EL SEGUNDO BLVDContact Address: ROGER TANAKA EXT 5523Contact Name: EL SEGUNDO, CA 90245Owner City,State,Zip: Not reportedOwner Address 2: 2525 E EL SEGUNDO BLVDOwner Address: BIG 5 CORPOwner Name: EL SEGUNDO, CA 90245Mailing City,State,Zip: Not reportedMailing Address 2: 2525 E EL SEGUNDO BLVDMailing Address: Not reportedMailing Name: 11/02/2020Last Act Date: 09/14/2015Create Date: Not reportedInactive Date: CAL000410102EPA ID: TUSTIN, CA 927803313City,State,Zip: Not reportedAddress 2: BIG 5 SPORTING GOODS #023 (Continued) S118938694 0UTM North: 0UTM East: Not reportedCCAT Description: Not reportedCCAT Number: DRY CLEANING, DRY-TO-DRY NON-VENT, PERCBCAT Description: 000601BCAT Number: Not reportedPermit Status: 714 5447087Representative Telephone: CHANG M CHUNGRepresentative Name: OStatus: Not reportedPermit Number: 370960Application Number: 123767Facility ID: TUSTIN, CA 92780City,State,Zip: 540 E FIRST STAddress: LARWIN SQUARE CLEANERSName: DRYCLEAN SOUTH COAST: 999 ft. Site 7 of 14 in cluster H 0.189 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 540 E FIRST ST N/A H34 DRYCLEANERSLARWIN SQUARE CLEANERS S121694610 TC6651002.2s Page 111 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7216SIC Code: Not reportedNAICS Code: 12/31/9999PO Issue Date: 06/08/2000Application Date: LARWIN SQUARE CLEANERS (Continued) S121694610 44272Facility ID: TUSTIN, CA 92780City,State,Zip: 540 E 1ST STAddress: LARWIN SQUARE CLEANERSName: 7216SIC Code: 812320NAICS Code: 08/27/1991PO Issue Date: 07/19/1991Application Date: 3734.0568848UTM North: 424.17800903UTM East: Not reportedCCAT Description: Not reportedCCAT Number: DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: 714 5447087Representative Telephone: CHANG M. CHUNGRepresentative Name: SStatus: D42459Permit Number: 254452Application Number: 44272Facility ID: TUSTIN, CA 92780City,State,Zip: 540 E 1ST STAddress: LARWIN SQUARE CLEANERSName: 7216SIC Code: 812320NAICS Code: 03/12/1987PO Issue Date: 09/11/1986Application Date: 3734.0568848UTM North: 424.17800903UTM East: ADSORBER (DRY CLEANING) REGENERATIVECCAT Description: 02CCAT Number: DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: 714 5447087Representative Telephone: CHANG M. CHUNGRepresentative Name: SStatus: M55424Permit Number: 148405Application Number: 44272Facility ID: TUSTIN, CA 92780City,State,Zip: 540 E 1ST STAddress: LARWIN SQUARE CLEANERSName: DRYCLEAN SOUTH COAST: 999 ft. Site 8 of 14 in cluster H 0.189 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 540 E 1ST ST N/A H35 DRYCLEANERSLARWIN SQUARE CLEANERS S106167405 TC6651002.2s Page 112 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -117.81804Longitude: 33.74565Latitude: 4Region Code: 0Owner Fax: 927803759Mailing Zip: CAMailing State: TUSTINMailing City: Not reportedMailing Address 2: 13444 NEWPORT AVE STE AMailing Address 1: Not reportedMailing Name: 0Contact Fax: 7145447087Contact Telephone: Not reportedContact Address 2: 540 E 1ST STContact Address: SANG HYUN KIM/OWNERContact Name: 7145447087Owner Telephone: Not reportedOwner Address 2: 540 E 1ST STOwner Address: SANG HYUN KIMOwner Name: Not reportedFacility Addr2: 06/30/2010Inactive Date: NoFacility Active: 10/24/2005Create Date: Power Laundries, Family and CommercialSIC Description: 7211SIC Code: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 81232NAICS Code: CAL000299744EPA Id: TUSTIN, CA 927803313City,State,Zip: 540 E 1ST STAddress: LARWIN SQUARE CLEANERSName: DRYCLEANERS: 7216SIC Code: 812320NAICS Code: 11/02/2000PO Issue Date: 10/18/2000Application Date: 3734.0568848UTM North: 424.17800903UTM East: VAPOR RECOVERY UNIT COMPRESS & CONDENSECCAT Description: 04CCAT Number: DRY CLEANING,DRY-TO-DRY NV,W/ SIC,PERCBCAT Description: 000603BCAT Number: INACTIVEPermit Status: 714 5447087Representative Telephone: CHANG M. CHUNGRepresentative Name: SStatus: F34858Permit Number: 375581Application Number: LARWIN SQUARE CLEANERS (Continued) S106167405 TC6651002.2s Page 113 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7216SIC Code: 812320NAICS Code: 05/18/2007PO Issue Date: 04/24/2007Application Date: 3734.0600586UTM North: 424.22000122UTM East: Not reportedCCAT Description: Not reportedCCAT Number: DRY CLEANING,DRY-TO-DRY NV,W/ SIC,PERCBCAT Description: 000603BCAT Number: INACT_NRPermit Status: 714 5447087Representative Telephone: SANG HYUN KIMRepresentative Name: AStatus: F89848Permit Number: 468170Application Number: 146197Facility ID: TUSTIN, CA 92780City,State,Zip: 540 E FIRST STAddress: LARWIN SQUARE CLEANERSName: 7216SIC Code: 812320NAICS Code: 06/01/2006PO Issue Date: 04/20/2006Application Date: 3734.0600586UTM North: 424.22000122UTM East: Not reportedCCAT Description: Not reportedCCAT Number: DRY CLEANING,DRY-TO-DRY NV,W/ SIC,PERCBCAT Description: 000603BCAT Number: INACTIVEPermit Status: 714 5447087Representative Telephone: SANG HYUN KIMRepresentative Name: AStatus: F82433Permit Number: 449675Application Number: 146197Facility ID: TUSTIN, CA 92780City,State,Zip: 540 E FIRST STAddress: LARWIN SQUARE CLEANERSName: DRYCLEAN SOUTH COAST: 999 ft. Site 9 of 14 in cluster H 0.189 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 540 E FIRST ST N/A H36 DRYCLEANERSLARWIN SQUARE CLEANERS S121695802 11232Facility ID: TUSTIN, CA 92680City,State,Zip: 546 E FIRST STAddress: LARWIN SQUARE CLEANERSName: DRYCLEAN SOUTH COAST: 1010 ft. Site 10 of 14 in cluster H 0.191 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92680 SE 546 E FIRST ST N/A H37 DRYCLEANERSLARWIN SQUARE CLEANERS S121693935 TC6651002.2s Page 114 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7216SIC Code: Not reportedNAICS Code: 06/02/1980PO Issue Date: 12/31/9999Application Date: 0UTM North: 0UTM East: ADSORBER (DRY CLEANING) REGENERATIVECCAT Description: 02CCAT Number: DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: Not reportedRepresentative Telephone: Not reportedRepresentative Name: OStatus: S04706Permit Number: 07849AApplication Number: 11232Facility ID: TUSTIN, CA 92680City,State,Zip: 546 E FIRST STAddress: LARWIN SQUARE CLEANERSName: 7216SIC Code: Not reportedNAICS Code: 06/27/1984PO Issue Date: 03/29/1984Application Date: 0UTM North: 0UTM East: ADSORBER (DRY CLEANING) REGENERATIVECCAT Description: 02CCAT Number: DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: Not reportedRepresentative Telephone: Not reportedRepresentative Name: OStatus: M39177Permit Number: 122870Application Number: LARWIN SQUARE CLEANERS (Continued) S121693935 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 760-727-1002Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: 546 E FIRST STContact Address: RANDY BENNETTContact Name: CAR000146126EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 546 E FIRST STHandler Address: PAM PACIFIC RETAIL PROPERTIESHandler Name: 2003-07-10 00:00:00.0Date Form Received by Agency: RCRA-SQG: 1010 ft. Site 11 of 14 in cluster H 0.191 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE 546 E FIRST ST CAR000146126 H38 RCRA-SQGPAM PACIFIC RETAIL PROPERTIES 1025882597 TC6651002.2s Page 115 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: PAM PACIFIC RETAIL PROPERTIESOperator Name: PrivateOwner Type: PAM PACIFIC RETAIL PROPERTIESOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 546 E FIRST STMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Small Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: PAM PACIFIC RETAIL PROPERTIES (Continued)1025882597 TC6651002.2s Page 116 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: PAM PACIFIC RETAIL PROPERTIESHandler Name: 2003-07-10 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: Not reportedOwner/Operator City,State,Zip: Not reportedOwner/Operator Address: Not reportedDate Ended Current: 2002-07-01 00:00:00.Date Became Current: PrivateLegal Status: PAM PACIFIC RETAIL PROPERTIESOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: Not reportedOwner/Operator City,State,Zip: Not reportedOwner/Operator Address: Not reportedDate Ended Current: 2002-07-01 00:00:00.Date Became Current: PrivateLegal Status: PAM PACIFIC RETAIL PROPERTIESOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:Waste Description: F001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2003-08-13 14:01:50.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: PAM PACIFIC RETAIL PROPERTIES (Continued) 1025882597 TC6651002.2s Page 117 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN-OPERATED)NAICS Description: 81232NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: PAM PACIFIC RETAIL PROPERTIES (Continued) 1025882597 Cleanup Program SiteCERS Description: SL0605949804CERS ID: 197997Site ID: TUSTIN, CACity,State,Zip: 546 EAST 1ST STREETAddress: LARWIN SQUARE - FORMER DRY CLEANERName: CERS: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Tetrachloroethylene (PCE)Potential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affected: Regional BoardFile Location: Not reportedRB Case Number: Not reportedLocal Agency: Not reportedCase Worker: Cleanup Program SiteCase Type: -117.817972Longitude: 33.745676Latitude: Not reportedLead Agency Case Number: SANTA ANA RWQCB (REGION 8)Lead Agency: SL0605949804Global Id: 10/08/2009Status Date: Completed - Case ClosedFacility Status: STATERegion: TUSTIN, CACity,State,Zip: 546 EAST 1ST STREETAddress: LARWIN SQUARE - FORMER DRY CLEANERName: CPS-SLIC: 1010 ft. Site 12 of 14 in cluster H 0.191 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA SE CERS546 EAST 1ST STREET N/A H39 CPS-SLICLARWIN SQUARE - FORMER DRY CLEANER S106487160 TC6651002.2s Page 118 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: NOT REQUIREDOwner Name: TUSTIN, CA 92680Mailing City,State,Zip: 546 E 1STMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Small Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 714-544-7087Contact Telephone: TUSTIN, CA 92680Contact City,State,Zip: 546 E 1STContact Address: CHANG CHUNGContact Name: CAR000002345EPA ID: TUSTIN, CA 92680Handler City,State,Zip: 546 E 1STHandler Address: LARWIN SQUARE CLEANERSHandler Name: 1995-04-27 00:00:00.0Date Form Received by Agency: RCRA-SQG: 1010 ft.HWTSSite 13 of 14 in cluster H 0.191 mi.HAZNET Relative: Lower Actual: 132 ft. 1/8-1/4 ECHOTUSTIN, CA 92680 SE FINDS546 E 1ST CAR000002345 H40 RCRA-SQGLARWIN SQUARE CLEANERS 1000985123 TC6651002.2s Page 119 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: LARWIN SQUARE CLEANERSHandler Name: 1995-04-27 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: NOT REQUIREDOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-06-27 03:37:44.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: LARWIN SQUARE CLEANERS (Continued)1000985123 TC6651002.2s Page 120 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1999Year: 0Tons: -Disposal Method: percent 134 - Aqueous solution with total organic residues less than 10CA Waste Code: CAD981375983TSD EPA ID: CAR000002345Gepaid: 1999Year: 546 E 1ST STMailing Address: Not reportedMailing Name: --Telephone: CHANG CHUNG/OWNERContact: TUSTIN, CA 926800000City,State,Zip: Not reportedAddress 2: 546 E 1STAddress: LARWIN SQUARE CLEANERSName: HAZNET: TUSTIN, CA 92680City,State,Zip: 546 E 1STAddress: LARWIN SQUARE CLEANERSName: http://echo.epa.gov/detailed-facility-report?fid=110006485339DFR URL: 110006485339Registry ID: 1000985123Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110006485339Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: LARWIN SQUARE CLEANERS (Continued) 1000985123 TC6651002.2s Page 121 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD981375983Trans EPA ID: 99360897Manifest ID: 19991210Receipt Date: 2/1/2000 0:00:00Creation Date: 19991122Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 120Waste Quantity: 0.06Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: 751 - Solids or sludge with halogenated organic comp. > 1000 mg/kgWaste Code Description: Not reportedTSDF Alt Name: CAD981375983TSDF Alt EPA ID: Not reportedTrans Name: CAD981375983TSDF EPA ID: Not reportedTrans 2 Name: CAD980585780Trans 2 EPA ID: Not reportedTrans Name: CAD981375983Trans EPA ID: 99360897Manifest ID: 19991210Receipt Date: 2/1/2000 0:00:00Creation Date: 19991122Shipment Date: CAR000002345Gen EPA ID: 1999Year: Additional Info: 0.321Tons: R01 - RecyclerDisposal Method: perchloroethylene, etc) 211 - Halogenated solvents (chloroforms, methyl chloride,CA Waste Code: CAD981397417TSD EPA ID: CAR000002345Gepaid: 1995Year: 0.06Tons: R01 - RecyclerDisposal Method: Mg./L 751 - Solids or sludges with halogenated organic compounds >= 1,000CA Waste Code: CAD981375983TSD EPA ID: CAR000002345Gepaid: 1999Year: 0Tons: R01 - RecyclerDisposal Method: perchloroethylene, etc) 211 - Halogenated solvents (chloroforms, methyl chloride,CA Waste Code: CAD981375983TSD EPA ID: CAR000002345Gepaid: LARWIN SQUARE CLEANERS (Continued) 1000985123 TC6651002.2s Page 122 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95897210Manifest ID: 19951222Receipt Date: 9/18/1996 0:00:00Creation Date: 19951221Shipment Date: CAR000002345Gen EPA ID: 1995Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 0Waste Quantity: 0Quantity Tons: R01 - RecyclerMeth Code: D039RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981375983TSDF Alt EPA ID: Not reportedTrans Name: CAD981375983TSDF EPA ID: Not reportedTrans 2 Name: CAD980585780Trans 2 EPA ID: Not reportedTrans Name: CAD981375983Trans EPA ID: 99360897Manifest ID: 19991210Receipt Date: 2/1/2000 0:00:00Creation Date: 19991122Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 0Waste Quantity: 0Quantity Tons: - Not reportedMeth Code: D039RCRA Code: 134 - Aqueous solution with <10% total organic residuesWaste Code Description: Not reportedTSDF Alt Name: CAD981375983TSDF Alt EPA ID: Not reportedTrans Name: CAD981375983TSDF EPA ID: Not reportedTrans 2 Name: CAD980585780Trans 2 EPA ID: Not reportedTrans Name: LARWIN SQUARE CLEANERS (Continued)1000985123 TC6651002.2s Page 123 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95662843Manifest ID: 19950518Receipt Date: 4/2/1996 0:00:00Creation Date: 19950517Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 47Waste Quantity: 0.1959Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95897210Manifest ID: 19951222Receipt Date: 9/18/1996 0:00:00Creation Date: 19951221Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: Not reportedQuantity Unit: 0Waste Quantity: 0Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: Not reportedTrans Name: LARWIN SQUARE CLEANERS (Continued)1000985123 TC6651002.2s Page 124 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA --City,State,Zip: - BATCH 4/27Contact Address 2: INACT PER 98VQ FINAL NOTICEContact Address: CHANG CHUNG/OWNERContact Name: TUSTIN, CA --Owner City,State,Zip: Not reportedOwner Address 2: 546 E 1ST STOwner Address: CHANG M CHUNGOwner Name: TUSTIN, CA 927800000Mailing City,State,Zip: Not reportedMailing Address 2: 546 E 1ST STMailing Address: Not reportedMailing Name: 07/06/2010Last Act Date: 12/08/1995Create Date: 06/30/1998Inactive Date: CAR000002345EPA ID: TUSTIN, CA 926800000City,State,Zip: Not reportedAddress 2: 546 E 1STAddress: LARWIN SQUARE CLEANERSName: HWTS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 30Waste Quantity: 0.1251Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95662843Manifest ID: 19950518Receipt Date: 4/2/1996 0:00:00Creation Date: 19950517Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: YQuantity Unit: 0Waste Quantity: 0Quantity Tons: LARWIN SQUARE CLEANERS (Continued)1000985123 TC6651002.2s Page 125 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedThomas Bros Code: Not reportedLocation Code: Regional BoardLead Agency: PCESubstance: WDMStaff: Additional Characterization UnderwayFacility Status: Soil and GroundwaterType: TUSTINCity: 546 E FIRSTAddress: LARWIN SQUARE/FORMER DRY CLEANERSName: SLIC REG 8: 1010 ft. Site 14 of 14 in cluster H 0.191 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA SE 546 E FIRST N/A H41 CPS-SLICLARWIN SQUARE/FORMER DRY CLEANERS S108985908 NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: YesTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: NOT REQUIREDOperator Name: PrivateOwner Type: RICHARD BRADFORDOwner Name: TUSTIN, CA 92681Mailing City,State,Zip: PO BOX 544Mailing Address: 4State District: CAState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: OtherLand Type: 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 714-731-3469Contact Telephone: TUSTIN, CA 92680Contact City,State,Zip: 140 S CENTENNIAL WAYContact Address: ENVIRONMENTAL MANAGERContact Name: CAD982523383EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 140 S CENTENNIAL WAYHandler Address: B AND B MEDICAL INCINERATIONHandler Name: 1989-06-02 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 1047 ft. 0.198 mi. Relative: Lower Actual: 131 ft. 1/8-1/4 ECHOTUSTIN, CA 92780 SSE FINDS140 S CENTENNIAL WAY CAD982523383 42 RCRA NonGen / NLRB AND B MEDICAL INCINERATION 1000308869 TC6651002.2s Page 126 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: NOT REQUIREDOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-06-27 03:35:03.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: B AND B MEDICAL INCINERATION (Continued)1000308869 TC6651002.2s Page 127 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110006480851Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: CAState District Owner: Not a generator, verifiedFederal Waste Generator Description: B AND B MEDICAL INCINERATIONHandler Name: 1989-06-02 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: RICHARD BRADFORDOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: B AND B MEDICAL INCINERATION (Continued) 1000308869 TC6651002.2s Page 128 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780City,State,Zip: 140 S CENTENNIAL WAYAddress: B AND B MEDICAL INCINERATIONName: http://echo.epa.gov/detailed-facility-report?fid=110006480851DFR URL: 110006480851Registry ID: 1000308869Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access B AND B MEDICAL INCINERATION (Continued)1000308869 YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: MARLENE MILLEROperator Name: OtherOwner Type: MARLENE A MILLER DMD INCOwner Name: TUSTIN, CA 92780-3424Mailing City,State,Zip: 18102 IRVINE BLVD STE 203Mailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: MILLERPERIO@GMAIL.COMContact Email: 714-544-1558Contact Fax: 714-544-5337Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: 18102 IRVINE BLVD STE 203Contact Address: MARLENE MILLERContact Name: CAL000355628EPA ID: TUSTIN, CA 92780-3424Handler City,State,Zip: 18102 IRVINE BLVD STE 203Handler Address: MARLENE A MILLER DMD INCHandler Name: 2010-08-10 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 1067 ft. Site 1 of 2 in cluster I 0.202 mi. Relative: Lower Actual: 134 ft. 1/8-1/4 TUSTIN, CA 92780 East 18102 IRVINE BLVD STE 203 CAL000355628 I43 RCRA NonGen / NLRMARLENE A MILLER DMD INC 1024826975 TC6651002.2s Page 129 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-544-5337Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 18102 IRVINE BLVD STE 203Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: MARLENE MILLEROwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-09-05 20:33:27.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: MARLENE A MILLER DMD INC (Continued)1024826975 TC6651002.2s Page 130 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: OFFICES OF DENTISTSNAICS Description: 62121NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: MARLENE A MILLER DMD INCHandler Name: 2010-08-10 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-544-5337Owner/Operator Telephone: TUSTIN, CA 92780-3424Owner/Operator City,State,Zip: 18102 IRVINE BLVD STE 203Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: MARLENE A MILLER DMD INCOwner/Operator Name: OwnerOwner/Operator Indicator: MARLENE A MILLER DMD INC (Continued) 1024826975 Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 714-838-1533Contact Telephone: TUSTIN, CA 92680Contact City,State,Zip: 18102 IRVINE BLVD STE 201 ANDContact Address: EVA DE LA CUESTAContact Name: CAD983633421EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 18102 IRVINE BLVD STE 201 ANDHandler Address: VISTA IMAGING CTRHandler Name: 1992-04-03 00:00:00.0Date Form Received by Agency: RCRA-SQG: 1067 ft. Site 2 of 2 in cluster I 0.202 mi. Relative: Lower Actual: 134 ft. 1/8-1/4 TUSTIN, CA 92780 East 18102 IRVINE BLVD STE 201 AND CAD983633421 I44 RCRA-SQGVISTA IMAGING CTR 1000686117 TC6651002.2s Page 131 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: VISTA IMAGING CTROwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 18102 IRVINE BLVD STE 201 ANDMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Small Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: 09EPA Region: VISTA IMAGING CTR (Continued)1000686117 TC6651002.2s Page 132 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: MEDICAL LABORATORIESNAICS Description: 621511NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: VISTA IMAGING CTRHandler Name: 1992-04-03 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-838-1533Owner/Operator Telephone: TUSTIN, CA 92680-3477Owner/Operator City,State,Zip: 18102 IRVINE BLVD STE 201Owner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: VISTA IMAGING CTROwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-06-27 03:36:00.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: VISTA IMAGING CTR (Continued)1000686117 TC6651002.2s Page 133 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: NOT REQUIREDOperator Name: PrivateOwner Type: RICK FERNANDEZOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 155 W 1ST STMailing Address: 4State District: CAState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Small Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 714-731-8990Contact Telephone: TUSTIN, CA 92680Contact City,State,Zip: 155 W 1ST STContact Address: RICK FERNANDEZContact Name: CAD103118477EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 155 W 1ST STHandler Address: ECONO LUBE N TUNE NO 7Handler Name: 1996-02-28 00:00:00.0Date Form Received by Agency: RCRA-SQG: 1119 ft. Site 1 of 2 in cluster J 0.212 mi.ECHO Relative: Higher Actual: 138 ft. 1/8-1/4 FINDSTUSTIN, CA 92780 WSW CA FID UST155 W 1ST ST CAD103118477 J45 RCRA-SQGECONO LUBE N TUNE NO 7 1000317946 TC6651002.2s Page 134 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-731-8990Owner/Operator Telephone: TUSTIN, CA 92680Owner/Operator City,State,Zip: 155 W 1ST STOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: RICK FERNANDEZOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: NOT REQUIREDOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-09-17 13:59:36.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: ECONO LUBE N TUNE NO 7 (Continued)1000317946 TC6651002.2s Page 135 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Facility Has Received Notices of Violation: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: CAState District Owner: Small Quantity GeneratorFederal Waste Generator Description: ECONO LUBE N TUNE NO 7Handler Name: 1996-02-28 00:00:00.0Receive Date: Historic Generators: ECONO LUBE N TUNE NO 7 (Continued)1000317946 TC6651002.2s Page 136 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation R9STAEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: YesFound Violation: State Contractor/GranteeEvaluation Responsible Agency: 1992-04-10 00:00:00.0Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: Not reportedEvaluation Responsible Sub-Organization: R9STAEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: NoFound Violation: State Contractor/GranteeEvaluation Responsible Agency: 1994-08-04 00:00:00.0Evaluation Date: Evaluation Action Summary: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: StateViolation Responsible Agency: UnverifiableReturn to Compliance Qualifier: 1994-08-04 00:00:00.0Actual Return to Compliance Date: 1992-04-10 00:00:00.0Date Violation was Determined: Generators - GeneralViolation Short Description: StateAgency Which Determined Violation: YesFound Violation: ECONO LUBE N TUNE NO 7 (Continued)1000317946 TC6651002.2s Page 137 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780City,State,Zip: 155 W 1ST STAddress: ECONO LUBE N TUNE NO 7Name: http://echo.epa.gov/detailed-facility-report?fid=110006468296DFR URL: 110006468296Registry ID: 1000317946Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110006468296Registry ID: FINDS: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: TUSTIN 92680Mailing City,St,Zip: Not reportedMailing Address 2: ATTN: JOHN MC CAW 15 STMailing Address: Not reportedMail To: 7145521949Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30008889Facility ID: CA FID UST: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: 1994-08-04 00:00:00.0Actual Return to Compliance Date: Not reportedEvaluation Responsible Sub-Organization: ECONO LUBE N TUNE NO 7 (Continued) 1000317946 TC6651002.2s Page 138 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1Number Of Tanks: Not reportedContent: PSTG: PETROLEUMTank Use: Not reportedActive Date: 550Capacity: ATank Status: 30-000-003245-000001SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-016027Board Of Equalization: 9Number: 3245Comp Number: ActiveStatus: TUSTINCity: 155 W 1ST STAddress: ECONO LUBE N TUNE #7Name: SWEEPS UST: -117.8233987Longitude: 33.7473657Latitude: Not reportedCERSID: ORANGE COUNTYPermitting Agency: 3245Facility ID: TUSTIN, CA 92780City,State,Zip: 155 W 1ST STAddress: ECONO LUBE N TUNE #7Name: UST: 1119 ft. Site 2 of 2 in cluster J 0.212 mi. Relative: Higher Actual: 138 ft. 1/8-1/4 TUSTIN, CA 92780 WSW SWEEPS UST155 W 1ST ST N/A J46 USTECONO LUBE N TUNE #7 U004003636 Large Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: 09EPA Region: MANAGER, ENVIRONMENTAL HEALTH & SAFETYContact Title: EHS@RITEAID.COMContact Email: 717-972-3989Contact Fax: 717-975-8643Contact Telephone: CAMP HILL, PA 17011Contact City,State,Zip: HUNTER LNContact Address: JOSEPH A CHESTContact Name: CAR000213173EPA ID: TUSTIN, CA 92780-0000Handler City,State,Zip: 630 E 1ST STHandler Address: RITE AID #5755Handler Name: 2020-02-13 00:00:00.0Date Form Received by Agency: RCRA-LQG: 1190 ft. Site 1 of 2 in cluster K 0.225 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 HWTSTUSTIN, CA 92780 SE HAZNET630 E 1ST ST CAR000213173 K47 RCRA-LQGRITE AID #5755 1014387745 TC6651002.2s Page 139 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: THRIFTY PAYLESS INCOperator Name: PrivateOwner Type: PK II LARWIN SQUARE SC LPOwner Name: CAMP HILL, PA 17011Mailing City,State,Zip: HUNTER LNMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: 2019Biennial Report Cycle: Not reportedNon-Notifier: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 140 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CRESOLWaste Description: D026Waste Code: M-CRESOLWaste Description: D024Waste Code: 2,4-D (2,4-DICHLOROPHENOXYACETIC ACID)Waste Description: D016Waste Code: SILVERWaste Description: D011Waste Code: SELENIUMWaste Description: D010Waste Code: MERCURYWaste Description: D009Waste Code: LEADWaste Description: D008Waste Code: CHROMIUMWaste Description: D007Waste Code: CADMIUMWaste Description: D006Waste Code: BARIUMWaste Description: D005Waste Code: CORROSIVE WASTEWaste Description: D002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: Click Here for Biennial Reporting System Data: 2015Year: Click Here for Biennial Reporting System Data: 2019Year: Biennial: List of Years NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2020-10-15 14:03:03.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 141 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation THRIFTY PAYLESS INCOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: Not reportedOwner/Operator City,State,Zip: Not reportedOwner/Operator Address: Not reportedDate Ended Current: 1997-04-09 00:00:00.Date Became Current: PrivateLegal Status: THRIFTY PAYLESS INCOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 760-727-1002Owner/Operator Telephone: VISTA, CA 92083Owner/Operator City,State,Zip: 1631-B S MELROSE DROwner/Operator Address: Not reportedDate Ended Current: 1961-06-29 00:00:00.Date Became Current: PrivateLegal Status: PK II LARWIN SQUARE SC LPOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: U279Waste Description: U279Waste Code: PHENOLWaste Description: U188Waste Code: NAPHTHALENEWaste Description: U165Waste Code: 2-BUTANONE, PEROXIDE (R,T) (OR) METHYL ETHYL KETONE PEROXIDE (R,T)Waste Description: U160Waste Code: METHANE, DICHLORO- (OR) METHYLENE CHLORIDEWaste Description: U080Waste Code: 2-PROPANONE (I) (OR) ACETONE (I)Waste Description: U002Waste Code: SALTS NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, &Waste Description: P075Waste Code: SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, & 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,Waste Description: P001Waste Code: METHYL ETHYL KETONEWaste Description: D035Waste Code: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 142 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 760-727-1002Owner/Operator Telephone: VISTA, CA 92083Owner/Operator City,State,Zip: 1631-B S MELROSE DROwner/Operator Address: Not reportedDate Ended Current: 1961-06-29 00:00:00.Date Became Current: PrivateLegal Status: PK II LARWIN SQUARE SC LPOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 717-730-8225Owner/Operator Telephone: CAMP HILL, PA 17011Owner/Operator City,State,Zip: 30 HUNTER LNOwner/Operator Address: Not reportedDate Ended Current: 1962-09-01 00:00:00.Date Became Current: PrivateLegal Status: RITE AID CORPOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: Not reportedOwner/Operator City,State,Zip: Not reportedOwner/Operator Address: Not reportedDate Ended Current: 1997-04-09 00:00:00.Date Became Current: PrivateLegal Status: THRIFTY PAYLESS INCOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: CAMP HILL, PA 17011Owner/Operator City,State,Zip: 30 HUNTER LNOwner/Operator Address: Not reportedDate Ended Current: 1997-04-09 00:00:00.Date Became Current: PrivateLegal Status: THRIFTY PAYLESS INCOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: CAMP HILL, PA 17011Owner/Operator City,State,Zip: 30 HUNTER LNOwner/Operator Address: Not reportedDate Ended Current: 1997-04-09 00:00:00.Date Became Current: PrivateLegal Status: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 143 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Large Quantity GeneratorFederal Waste Generator Description: RITE AID #5755Handler Name: 2020-02-13 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: RITE AID #5755Handler Name: 2017-04-14 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 717-730-8225Owner/Operator Telephone: CAMP HILL, PA 17011Owner/Operator City,State,Zip: 30 HUNTER LNOwner/Operator Address: Not reportedDate Ended Current: 1962-09-01 00:00:00.Date Became Current: PrivateLegal Status: RITE AID CORPOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 760-727-1002Owner/Operator Telephone: VISTA, CA 92083Owner/Operator City,State,Zip: 1631 B SOUTH MELROSE DROwner/Operator Address: Not reportedDate Ended Current: 1961-06-29 00:00:00.Date Became Current: PrivateLegal Status: PK II LARWIN SQUARE SC LPOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 760-727-1002Owner/Operator Telephone: VISTA, CA 92083Owner/Operator City,State,Zip: 1631-B S MELROSE DROwner/Operator Address: Not reportedDate Ended Current: 1961-06-29 00:00:00.Date Became Current: PrivateLegal Status: PK II LARWIN SQUARE SC LPOwner/Operator Name: OwnerOwner/Operator Indicator: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 144 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: PHARMACIES AND DRUG STORESNAICS Description: 44611NAICS Code: List of NAICS Codes and Descriptions: NoElectronic Manifest Broker: NoNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: RITE AID #5755Handler Name: 2019-04-29 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Large Quantity GeneratorFederal Waste Generator Description: RITE AID NO 5755Handler Name: 2014-08-05 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: RITE AID 5755Handler Name: 2010-09-08 00:00:00.0Receive Date: NoElectronic Manifest Broker: NoNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 145 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.02550Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 214 - Unspecified solvent mixtureCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 0.00500Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method: 141 - Off-specification, aged or surplus inorganicsCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 0.25800Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 0.00100Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 791 - Liquids with pH <= 2CA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 0.00650Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 311 - Pharmaceutical wasteCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 0.25250Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 30 HUNTER LNMailing Address: Not reportedMailing Name: 7179758643Telephone: JOSEPH A. CHESTContact: TUSTIN, CA 17011City,State,Zip: Not reportedAddress 2: 630 EAST 1ST STAddress: RITE AID #5755Name: HAZNET: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 146 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedQuantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICE OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000074531MWIManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20101222Shipment Date: CAR000213173Gen EPA ID: 2010Year: Additional Info: 42 additional CA HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access 0.00300Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method: 122 - Alkaline solution without metals pH >= 12.5CA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2018Year: 0.14100Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2018Year: 0.01300Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 141 - Off-specification, aged or surplus inorganicsCA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: 0.00250Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: 122 - Alkaline solution without metals pH >= 12.5CA Waste Code: NVT330010000TSD EPA ID: CAR000213173Gepaid: 2019Year: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 147 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 24Waste Quantity: 0.012Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D035RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICE OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000074531MWIManifest ID: 20101228Receipt Date: 3/31/2011 18:30:08Creation Date: 20101222Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: Not reportedQuantity Unit: Not reportedWaste Quantity: Not reportedQuantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICE OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000074531MWIManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20101222Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: Not reportedQuantity Unit: Not reportedWaste Quantity: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 148 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedReceipt Date: Not reportedCreation Date: 20151208Shipment Date: CAR000213173Gen EPA ID: 2016Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 48Waste Quantity: 0.024Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICE OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000074531MWIManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20101222Shipment Date: Not reportedAdditional Code 5: D001Additional Code 4: D005Additional Code 3: D007Additional Code 2: D008Additional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D035RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICE OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000074531MWIManifest ID: 20101228Receipt Date: 3/31/2011 18:30:08Creation Date: 20101222Shipment Date: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 149 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 19Waste Quantity: 0.0095Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 94Waste Quantity: 0.047Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 150 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.002Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 13Waste Quantity: 0.0065Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 151 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 32Waste Quantity: 0.016Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 486Waste Quantity: 0.243Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 4Waste Quantity: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 152 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: D007Additional Code 2: D010Additional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D011RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P075RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 153 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 4Waste Quantity: 0.002Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: CAR000213173Gen EPA ID: 2015Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: D007Additional Code 2: D010Additional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D011RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 154 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.047Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 13Waste Quantity: 0.0065Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 19Waste Quantity: 0.0095Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 155 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: 20151215Receipt Date: 3/25/2016 22:15:42Creation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 486Waste Quantity: 0.243Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008441655FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20151208Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 94Waste Quantity: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 156 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 97Waste Quantity: 0.0485Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 157 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: CAR000213173Gen EPA ID: 2014Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 78Waste Quantity: 0.039Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 008444502FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20150916Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 231Waste Quantity: 0.1155Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES LPTrans 2 Name: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 158 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 791 - Liquids with pH < 2 792 Liquids with pH < 2 with metalsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D007Additional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 159 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P075RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 160 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: 20141030Receipt Date: 1/14/2015 22:14:51Creation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 113Waste Quantity: 0.0565Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 161 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: 20141030Receipt Date: 1/14/2015 22:14:51Creation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 13Waste Quantity: 0.0065Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007264551FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20141021Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 162 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.0095Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000560788PSCManifest ID: 20130729Receipt Date: 9/17/2013 22:15:12Creation Date: 20130717Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 109Waste Quantity: 0.0545Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 541 - Photochemicals / photo processing wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000560788PSCManifest ID: 20130729Receipt Date: 9/17/2013 22:15:12Creation Date: 20130717Shipment Date: CAR000213173Gen EPA ID: 2013Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 37Waste Quantity: 0.0185Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 163 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 1: PQuantity Unit: 16Waste Quantity: 0.008Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005842882FLEManifest ID: 20121008Receipt Date: 4/3/2013 22:15:15Creation Date: 20120917Shipment Date: CAR000213173Gen EPA ID: 2012Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 86Waste Quantity: 0.043Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000560788PSCManifest ID: 20130729Receipt Date: 9/17/2013 22:15:12Creation Date: 20130717Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 19Waste Quantity: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 164 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 005842882FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20120917Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005842882FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20120917Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 14Waste Quantity: 0.007Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005842882FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20120917Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 165 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005842882FLEManifest ID: 20121008Receipt Date: 4/3/2013 22:15:15Creation Date: 20120917Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D007Additional Code 1: PQuantity Unit: 4Waste Quantity: 0.002Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005842882FLEManifest ID: 20121008Receipt Date: 4/3/2013 22:15:15Creation Date: 20120917Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: P001Additional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: - Not reportedMeth Code: P075RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 166 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PQuantity Unit: 145Waste Quantity: 0.0725Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 541 - Photochemicals / photo processing wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000244227PSCManifest ID: 20120119Receipt Date: 3/27/2012 20:30:35Creation Date: 20120118Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 4Waste Quantity: 0.002Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005842882FLEManifest ID: 20121008Receipt Date: 4/3/2013 22:15:15Creation Date: 20120917Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 167 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: 20120111Receipt Date: 12/3/2012 22:16:24Creation Date: 20111230Shipment Date: CAR000213173Gen EPA ID: 2011Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 159Waste Quantity: 0.0795Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans 2 Name: CAD983649880Trans 2 EPA ID: RHO CHEM LLCTrans Name: CAD008364432Trans EPA ID: 000244227PSCManifest ID: 20120119Receipt Date: 3/27/2012 20:30:35Creation Date: 20120118Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 168 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MNS000110924Trans EPA ID: 004056930FLEManifest ID: 20120111Receipt Date: 12/3/2012 22:16:24Creation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 141 - Off-specification, aged, or surplus inorganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: 20120111Receipt Date: 12/3/2012 22:16:24Creation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 169 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 232 - Pesticides and other waste associated with pesticide productionWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: 20120111Receipt Date: 12/3/2012 22:16:24Creation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 170 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 311 - Pharmaceutical wasteWaste Code Description: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 171 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAR000213173Gen EPA ID: 2017Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 004056930FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20111230Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 172 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 97Waste Quantity: 0.0485Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20171212Shipment Date: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 173 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D011RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P075RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D007Additional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 174 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 8Waste Quantity: 0.004Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: 20171218Receipt Date: 7/5/2018 18:31:14Creation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 87Waste Quantity: 0.0435Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: D007Additional Code 2: D010Additional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 175 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20171218Receipt Date: 7/5/2018 18:31:14Creation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D009RCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: 20171218Receipt Date: 7/5/2018 18:31:14Creation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D007Additional Code 1: PQuantity Unit: 64Waste Quantity: 0.032Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: 20171218Receipt Date: 7/5/2018 18:31:14Creation Date: 20171212Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 176 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 630 EAST 1ST STFacility Address: RITE AID #5755Facility Name: Not reportedInactive Date: 2010-09-27 10:29:28Issued EPA ID Date: Pharmacies and Drug StoresNAICS Description: 44611NAICS Code: 2012-11-14 11:37:02.103Create Date: CAR000213173EPA ID: NAICS: CAMP HILL, PA 17011City,State,Zip: Not reportedContact Address 2: 30 HUNTER LANEContact Address: JOSEPH A. CHESTContact Name: CAMP HILL, PA 17011Owner City,State,Zip: Not reportedOwner Address 2: 30 HUNTER LNOwner Address: THRIFTY PAYLESS INCOwner Name: CAMP HILL, PA 17011Mailing City,State,Zip: Not reportedMailing Address 2: 30 HUNTER LNMailing Address: Not reportedMailing Name: 10/06/2020Last Act Date: 09/27/2010Create Date: Not reportedInactive Date: CAR000213173EPA ID: TUSTIN, CA 927800000City,State,Zip: Not reportedAddress 2: 630 EAST 1ST STAddress: RITE AID #5755Name: HWTS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 14Waste Quantity: 0.007Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 343 - Unspecified organic liquid mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: LA CHIQUITA TRUCKINGTrans 2 Name: CAR000217000Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 010837279FLEManifest ID: RITE AID #5755 (Continued)1014387745 TC6651002.2s Page 177 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 927800000Facility Zip: RITE AID #5755 (Continued)1014387745 07-21-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: site and available for review. available for review. Emergency response and contact information is on toxics, and universal wastes. Manifests for waste disposal are covered and labeled. Wastes include flammables, corrosives, oxidizers, perimeter of facility and trash container. Containers of wastes are facility was completed with Li Fong. Observed the waste storage area, On site for a routine hazardous waste inspection. An inspection of theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-06-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: program. determine program status and possible removal from the HazMat/BEP lwales@ochca.com or 714)559-0101 to arrange a compliance inspection to emergency plan regulatory program. Please contact me at facility does not fall under the hazardous materials and business disclosed. If no such chemicals are present, it appears that this that meet the minimum threshold reporting quantity will need to be feet. Any refrigerated product cases which utilize gas refrigerants The minimum threshold reporting quantity for helium is 1000 cubic do not meet the minimum threshold reporting quantities of 500 pounds. disclosure. The Warfarin, Coumadin and all 4 Retail Waste disclosures threshold reporting quantities and should be removed from your INVENTORY All materials listed do not appear to meet the minimum re-submittal this date. The following corrections are needed: CHEMICAL Reviewed HMBEP submission package on CERS, DENIED. Request forEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-12-2015Eval Date: Other/UnknownEval General Type: Evaluation: RCRA LQ HW GeneratorCERS Description: 10442179CERS ID: 382651Site ID: TUSTIN, CA 92780City,State,Zip: 630 E 1ST STAddress: RITE AID #5755Name: CERS HAZ WASTE: 1190 ft. Site 2 of 2 in cluster K 0.225 mi. Relative: Lower Actual: 132 ft. 1/8-1/4 TUSTIN, CA 92780 SE HAZNET630 E 1ST ST N/A K48 CERS HAZ WASTERITE AID #5755 S113802938 TC6651002.2s Page 178 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Orange County Environmental HealthEval Division: under the hazardous waste program and resubmit form within 30 days. Hazardous Material Program. Please only check the box for regulation needed: BUSINESS ACTIVITIES This facility is not regulated under the Reviewed and declined HMBEP submittal. The following corrections areEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-29-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: website. Hazardous Materials Business Emergency Plan (HMBEP) on the CERS contacting the corporate office. This agency verified submittal of the employees is conducted on line and records can be obtained by cylinder (4 feet) Marco reported that annual Hazmat training for limit required for disclosing were observed today: 1) Helium gas areas. The following hazardous materials at or above the threshold by Marco Vargas. Observed the store and hazardous materials storage hazardous materials inspection. Consent to enter and inspect granted Rite Aid #5755 630 E. 1st St. Tustin, CA 92780 On site for a routineEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-31-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: owner as Thrifty Payless Inc. Emergency response information is posted in the facility. Verified the wastes. Manifests for waste disposal are available for review. including flammables, toxics, corrosives, oxidizers, and universal wastes are covered and labeled. Wastes include broken damaged items storage area, perimeter of facility and trash container. Containers of inspect granted by Marco Vargas. Observed the warehouse area, waste On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-31-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Verified the owner as Thrifty Payless Inc. review. The emergency plan is on site and available for review. pharmaceuticals. Manifests for waste disposal are available for toxic/poisons, oxidizers, corrosives, universal, and RCRA wastes are covered and labeled. Wastes include flammables, storage area, perimeter of facility and trash container. Containers of inspect granted by Haydee Bonnell. Observed the warehouse area, waste On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: NoViolations Found: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 179 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Camp HillAffiliation City: 30 Hunter Lane; Attn EHSAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Jordan AndersonEntity Name: Document PreparerAffiliation Type Desc: Affiliation: -117.817540Longitude: 33.744590Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10442179Program ID: HWGEnv Int Type Code: Rite Aid #5755Facility Name: 382651Site ID: Coordinates: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: All chemicals are below reportable quantities. This HMBEP is "N/A".Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: CERS review - updated EPA ID - still reporting HM at below thresholdsEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 10-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-13-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 180 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Joseph A. ChestEntity Name: Environmental ContactAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: RITE AID CORPORATIONEntity Name: Parent CorporationAffiliation Type Desc: (714) 544-7274Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Rite Aid #5755Entity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Manager, EHSEntity Title: Joseph A. ChestEntity Name: Identification SignerAffiliation Type Desc: (717) 761-2633Affiliation Phone: 17011Affiliation Zip: United StatesAffiliation Country: PAAffiliation State: Camp HillAffiliation City: 30 Hunter LaneAffiliation Address: Not reportedEntity Title: Thrifty Payless, Inc.Entity Name: Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 17011Affiliation Zip: Not reportedAffiliation Country: PAAffiliation State: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 181 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation covered and labeled. Wastes include flammables, corrosives, oxidizers, perimeter of facility and trash container. Containers of wastes are facility was completed with Li Fong. Observed the waste storage area, On site for a routine hazardous waste inspection. An inspection of theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-06-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: program. determine program status and possible removal from the HazMat/BEP lwales@ochca.com or 714)559-0101 to arrange a compliance inspection to emergency plan regulatory program. Please contact me at facility does not fall under the hazardous materials and business disclosed. If no such chemicals are present, it appears that this that meet the minimum threshold reporting quantity will need to be feet. Any refrigerated product cases which utilize gas refrigerants The minimum threshold reporting quantity for helium is 1000 cubic do not meet the minimum threshold reporting quantities of 500 pounds. disclosure. The Warfarin, Coumadin and all 4 Retail Waste disclosures threshold reporting quantities and should be removed from your INVENTORY All materials listed do not appear to meet the minimum re-submittal this date. The following corrections are needed: CHEMICAL Reviewed HMBEP submission package on CERS, DENIED. Request forEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-12-2015Eval Date: Other/UnknownEval General Type: Evaluation: Hazardous Waste GeneratorCERS Description: 10442179CERS ID: 382651Site ID: TUSTIN, CA 92780City,State,Zip: 630 E 1ST STAddress: RITE AID #5755Name: (760) 727-1002Affiliation Phone: 92803Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: VistaAffiliation City: 1631 B South Melrose DriveAffiliation Address: Not reportedEntity Title: PK II Larwin Square, LPEntity Name: Property OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 17011Affiliation Zip: Not reportedAffiliation Country: PAAffiliation State: Camp HillAffiliation City: 30 Hunter LaneAffiliation Address: Not reportedEntity Title: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 182 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: website. Hazardous Materials Business Emergency Plan (HMBEP) on the CERS contacting the corporate office. This agency verified submittal of the employees is conducted on line and records can be obtained by cylinder (4 feet) Marco reported that annual Hazmat training for limit required for disclosing were observed today: 1) Helium gas areas. The following hazardous materials at or above the threshold by Marco Vargas. Observed the store and hazardous materials storage hazardous materials inspection. Consent to enter and inspect granted Rite Aid #5755 630 E. 1st St. Tustin, CA 92780 On site for a routineEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-31-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: owner as Thrifty Payless Inc. Emergency response information is posted in the facility. Verified the wastes. Manifests for waste disposal are available for review. including flammables, toxics, corrosives, oxidizers, and universal wastes are covered and labeled. Wastes include broken damaged items storage area, perimeter of facility and trash container. Containers of inspect granted by Marco Vargas. Observed the warehouse area, waste On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-31-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Verified the owner as Thrifty Payless Inc. review. The emergency plan is on site and available for review. pharmaceuticals. Manifests for waste disposal are available for toxic/poisons, oxidizers, corrosives, universal, and RCRA wastes are covered and labeled. Wastes include flammables, storage area, perimeter of facility and trash container. Containers of inspect granted by Haydee Bonnell. Observed the warehouse area, waste On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: NoViolations Found: 07-21-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: site and available for review. available for review. Emergency response and contact information is on toxics, and universal wastes. Manifests for waste disposal are RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 183 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Jordan AndersonEntity Name: Document PreparerAffiliation Type Desc: Affiliation: -117.817540Longitude: 33.744590Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10442179Program ID: HWGEnv Int Type Code: Rite Aid #5755Facility Name: 382651Site ID: Coordinates: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: All chemicals are below reportable quantities. This HMBEP is "N/A".Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: CERS review - updated EPA ID - still reporting HM at below thresholdsEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 10-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-13-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: under the hazardous waste program and resubmit form within 30 days. Hazardous Material Program. Please only check the box for regulation needed: BUSINESS ACTIVITIES This facility is not regulated under the Reviewed and declined HMBEP submittal. The following corrections areEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-29-2017Eval Date: Other/UnknownEval General Type: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 184 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: RITE AID CORPORATIONEntity Name: Parent CorporationAffiliation Type Desc: (714) 544-7274Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Rite Aid #5755Entity Name: OperatorAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Manager, EHSEntity Title: Joseph A. ChestEntity Name: Identification SignerAffiliation Type Desc: (717) 761-2633Affiliation Phone: 17011Affiliation Zip: United StatesAffiliation Country: PAAffiliation State: Camp HillAffiliation City: 30 Hunter LaneAffiliation Address: Not reportedEntity Title: Thrifty Payless, Inc.Entity Name: Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 17011Affiliation Zip: Not reportedAffiliation Country: PAAffiliation State: Camp HillAffiliation City: 30 Hunter Lane; Attn EHSAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 185 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD008364432TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.0015Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 122 - Alkaline solution without metals pH >= 12.5CA Waste Code: CAD008364432TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.0005Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 122 - Alkaline solution without metals pH >= 12.5CA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2014Year: 30 HUNTER LNMailing Address: Not reportedMailing Name: 7177308225Telephone: STEPHANIE A. CAIATIContact: TUSTIN, CA 927803418City,State,Zip: Not reportedAddress 2: 630 E 1ST STAddress: RITE AID #5755Name: HAZNET: (760) 727-1002Affiliation Phone: 92803Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: VistaAffiliation City: 1631 B South Melrose DriveAffiliation Address: Not reportedEntity Title: PK II Larwin Square, LPEntity Name: Property OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 17011Affiliation Zip: Not reportedAffiliation Country: PAAffiliation State: Camp HillAffiliation City: 30 Hunter LaneAffiliation Address: Not reportedEntity Title: Joseph A. ChestEntity Name: Environmental ContactAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 186 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.031Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 214 - Unspecified solvent mixtureCA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2013Year: 0.121Tons: -Disposal Method: 561 - Detergent waste chemicalsCA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2013Year: 0.0025Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 214 - Unspecified solvent mixtureCA Waste Code: CAD008364432TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.0065Tons: -Disposal Method: -CA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.028Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 214 - Unspecified solvent mixtureCA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.239Tons: -Disposal Method: 311 - Pharmaceutical wasteCA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.001Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 311 - Pharmaceutical wasteCA Waste Code: INR000110197TSD EPA ID: CAL000380015Gepaid: 2014Year: 0.002Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 311 - Pharmaceutical wasteCA Waste Code: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 187 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 19Waste Quantity: 0.0095Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: 20130102Receipt Date: 5/3/2013 22:15:23Creation Date: 20121213Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: 20130102Receipt Date: 5/3/2013 22:15:23Creation Date: 20121213Shipment Date: CAL000380015Gen EPA ID: 2012Year: Additional Info: 6 additional CA HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 188 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20121213Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20121213Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: P001Additional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P075RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: 20130102Receipt Date: 5/3/2013 22:15:23Creation Date: 20121213Shipment Date: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 189 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20121213Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 15Waste Quantity: 0.0075Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20121213Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 9Waste Quantity: 0.0045Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: perchlorate, and sulfide anions (azide, bromate, chlorate, cyanide, fluoride, hypochlorite, nitrite, 131 - Aqueous solution (2 < pH < 12.5) containing reactive anionsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 190 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: 20140819Receipt Date: 2/6/2015 22:15:12Creation Date: 20140808Shipment Date: CAL000380015Gen EPA ID: 2014Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D007Additional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 005439285FLEManifest ID: 20130102Receipt Date: 5/3/2013 22:15:23Creation Date: 20121213Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 49Waste Quantity: 0.0245Quantity Tons: - Not reportedMeth Code: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 191 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 13Waste Quantity: 0.0065Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257010FLEManifest ID: 20140829Receipt Date: 2/7/2015 22:15:11Creation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P075RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: 20140819Receipt Date: 2/6/2015 22:15:12Creation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 192 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 102Waste Quantity: 0.051Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D007Additional Code 1: PQuantity Unit: 99Waste Quantity: 0.0495Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D010RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 193 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: 20140819Receipt Date: 2/6/2015 22:15:12Creation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 148Waste Quantity: 0.074Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 194 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 11Waste Quantity: 0.0055Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO CHEM LLCTrans Name: CAD008364432TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 007257011FLEManifest ID: 20140819Receipt Date: 2/6/2015 22:15:12Creation Date: 20140808Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 195 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 18Waste Quantity: 0.009Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: 20131210Receipt Date: 4/15/2014 22:15:05Creation Date: 20131123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 6Waste Quantity: 0.003Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: perchlorate, and sulfide anions (azide, bromate, chlorate, cyanide, fluoride, hypochlorite, nitrite, 131 - Aqueous solution (2 < pH < 12.5) containing reactive anionsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: 20131210Receipt Date: 4/15/2014 22:15:05Creation Date: 20131123Shipment Date: CAL000380015Gen EPA ID: 2013Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 196 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MNS000110924Trans EPA ID: 006205057FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20131123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 35Waste Quantity: 0.0175Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 122 - Alkaline solution without metals (pH > 12.5Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: 20131210Receipt Date: 4/15/2014 22:15:05Creation Date: 20131123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 17Waste Quantity: 0.0085Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: 20131210Receipt Date: 4/15/2014 22:15:05Creation Date: 20131123Shipment Date: Not reportedAdditional Code 5: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 197 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20131123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 111Waste Quantity: 0.0555Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20131123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 1Waste Quantity: 0.0005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P001RCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 198 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 9Waste Quantity: 0.0045Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006216317FLEManifest ID: 20130916Receipt Date: 1/13/2014 22:15:22Creation Date: 20130902Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 12Waste Quantity: 0.006Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 311 - Pharmaceutical wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006205057FLEManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20131123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 63Waste Quantity: 0.0315Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: RITE AID #5755 (Continued)S113802938 TC6651002.2s Page 199 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 112Waste Quantity: 0.056Quantity Tons: - Not reportedMeth Code: Not reportedRCRA Code: 561 - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: STERICYCLE INCTrans Name: INR000110197TSDF EPA ID: TRIAD TRANSPORT INCTrans 2 Name: OKD981588791Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INCTrans Name: MNS000110924Trans EPA ID: 006216317FLEManifest ID: 20130916Receipt Date: 1/13/2014 22:15:22Creation Date: 20130902Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: RITE AID #5755 (Continued)S113802938 BOULGER, TOMOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 17711 AMAGANSET WAYMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: ANDREWC@PWSEI.COMContact Email: Not reportedContact Fax: 714-838-4048Contact Telephone: TUSTIN, CA 92780Contact City,State,Zip: 17711 AMAGANSET WAYContact Address: BOULGER, TOMContact Name: CAC002988211EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 17711 AMAGANSET WAYHandler Address: BOULGER, TOMHandler Name: 2018-11-07 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 1282 ft. 0.243 mi. Relative: Higher Actual: 162 ft. 1/8-1/4 TUSTIN, CA 92780 NNW 17711 AMAGANSET WAY CAC002988211 49 RCRA NonGen / NLRBOULGER, TOM 1024768329 TC6651002.2s Page 200 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2018-11-20 16:30:51.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: YesUniversal Waste Destination Facility: YesUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: BOULGER, TOMOperator Name: OtherOwner Type: BOULGER, TOM (Continued)1024768329 TC6651002.2s Page 201 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER WASTE MANAGEMENT SERVICESNAICS Description: 56299NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: BOULGER, TOMHandler Name: 2018-11-07 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-838-4048Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 17711 AMAGANSET WAYOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: BOULGER, TOMOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 714-838-4048Owner/Operator Telephone: TUSTIN, CA 92780Owner/Operator City,State,Zip: 17711 AMAGANSET WAYOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: OtherLegal Status: BOULGER, TOMOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: BOULGER, TOM (Continued)1024768329 TC6651002.2s Page 202 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07/14/2006Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU completedComments: 06/28/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/31/2006Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 70000180Alias Name: Project Code (Site Code)Alias Type: 404673Alias Name: Alternate NameAlias Type: Proposed HS-Marine Air Parcel 17Alias Name: AQUI, SOIL, SVPotential Description: NONE SPECIFIEDConfirmed COC: Arsenic DDD DDE DDT Tetrachloroethylene (PCE TPH-dieselPotential COC: AIRFIELD OPERATIONS, FUEL - AIRCRAFT STORAGE/ REFUELINGPast Use: NONE SPECIFIEDAPN: -117.8148Longitude: 33.7454Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Southern California Schools & Brownfields OutreachDivision Branch: Shahir HaddadSupervisor: Scarlett ZhaiProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 40Acres: SchoolSite Type Detailed: School InvestigationSite Type: 404673Site Code: 10/19/2016Status Date: No Further ActionStatus: 70000180Facility ID: TUSTIN, CA 92780City,State,Zip: SW OF INTERSECTION OF TUSTIN RANCH RD & VALENCIA AVE.Address: TUSTIN USD HIGH SCHOOL - MCAS PARCEL 17Name: ENVIROSTOR: 1835 ft. Site 1 of 5 in cluster L 0.348 mi. Relative: Lower Actual: 128 ft. 1/4-1/2 TUSTIN, CA 92780 ESE SCHSW OF INTERSECTION OF TUSTIN RANCH RD & VALENCIA AVE. N/A L50 ENVIROSTORTUSTIN USD HIGH SCHOOL - MCAS PARCEL 17 S107737081 TC6651002.2s Page 203 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: 10/30/17; closeout complete. Closeout Form 1554 submitted on 10/25/17 and processed by CRBU onComments: 10/30/2017Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Annual Cost Estimate FY 15/16 emailed and mailed to BP.Comments: 09/14/2015Completed Date: Annual Oversight Cost EstimateCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Fully executed EOA sent (FedEx) to District.Comments: 04/15/2015Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/14/2016Completed Date: Supplemental Site Investigation Tech MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: DTSC approved the PEA with a No Further Action determination.Comments: 11/12/2015Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: DTSC concurred with the Adequacy of the Workplan for implementationComments: 06/22/2015Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 02/26/2015Completed Date: Environmental Oversight Agreement ApplicationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Approval of PEA ReportComments: 06/21/2007Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: PEA WP ApprovedComments: TUSTIN USD HIGH SCHOOL - MCAS PARCEL 17 (Continued) S107737081 TC6651002.2s Page 204 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PROJECT WIDECompleted Area Name: CRU completedComments: 06/28/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/31/2006Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 70000180Alias Name: Project Code (Site Code)Alias Type: 404673Alias Name: Alternate NameAlias Type: Proposed HS-Marine Air Parcel 17Alias Name: AQUI, SOIL, SVPotential Description: NONE SPECIFIEDConfirmed COC: Arsenic, DDD, DDE, DDT, Tetrachloroethylene (PCE, TPH-dieselPotential COC: AIRFIELD OPERATIONS, FUEL - AIRCRAFT STORAGE/ REFUELINGPast Use: NONE SPECIFIEDAPN: -117.8148Longitude: 33.7454Latitude: School DistrictFunding: NORestricted Use: 10/19/2016Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 37Senate: 68Assembly: 404673Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Shahir HaddadSupervisor: Scarlett ZhaiProject Manager: DTSC - Site Cleanup ProgramLead Agency Description: SMBRPLead Agency: SMBRPCleanup Oversight Agencies: NONational Priorities List: 40Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 70000180Facility ID: TUSTIN, CA 92780City,State,Zip: SW OF INTERSECTION OF TUSTIN RANCH RD & VALENCIA AVE.Address: TUSTIN USD HIGH SCHOOL - MCAS PARCEL 17Name: SCH: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: TUSTIN USD HIGH SCHOOL - MCAS PARCEL 17 (Continued)S107737081 TC6651002.2s Page 205 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: 10/30/17; closeout complete. Closeout Form 1554 submitted on 10/25/17 and processed by CRBU onComments: 10/30/2017Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Annual Cost Estimate FY 15/16 emailed and mailed to BP.Comments: 09/14/2015Completed Date: Annual Oversight Cost EstimateCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Fully executed EOA sent (FedEx) to District.Comments: 04/15/2015Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/14/2016Completed Date: Supplemental Site Investigation Tech MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: DTSC approved the PEA with a No Further Action determination.Comments: 11/12/2015Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: DTSC concurred with the Adequacy of the Workplan for implementationComments: 06/22/2015Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 02/26/2015Completed Date: Environmental Oversight Agreement ApplicationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Approval of PEA ReportComments: 06/21/2007Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: PEA WP ApprovedComments: 07/14/2006Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: TUSTIN USD HIGH SCHOOL - MCAS PARCEL 17 (Continued) S107737081 TC6651002.2s Page 206 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: TUSTIN USD HIGH SCHOOL - MCAS PARCEL 17 (Continued) S107737081 Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/31/2006Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 70000181Alias Name: Project Code (Site Code)Alias Type: 404674Alias Name: OTH, SOIL, SVPotential Description: NONE SPECIFIEDConfirmed COC: DDD DDE DDT TPH-diesel TPH-gas Trichloroethylene (TCEPotential COC: AIRFIELD OPERATIONSPast Use: NONE SPECIFIEDAPN: -117.8148Longitude: 33.7454Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Southern California Schools & Brownfields OutreachDivision Branch: Shahir HaddadSupervisor: S. Steven HaririProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 15Acres: SchoolSite Type Detailed: School InvestigationSite Type: 404674Site Code: 06/28/2007Status Date: No Further ActionStatus: 70000181Facility ID: TUSTIN, CA 92710City,State,Zip: NEWPORT FREEWAY AT EDINGERAddress: PROPOSED TUSTIN ES-MARINE AIR PARCEL 28Name: ENVIROSTOR: 1835 ft. Site 2 of 5 in cluster L 0.348 mi. Relative: Lower Actual: 128 ft. 1/4-1/2 TUSTIN, CA 92710 ESE SCHNEWPORT FREEWAY AT EDINGER N/A L51 ENVIROSTORPROPOSED TUSTIN ES-MARINE AIR PARCEL 28 S107737101 TC6651002.2s Page 207 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OTH, SOIL, SVPotential Description: NONE SPECIFIEDConfirmed COC: DDD, DDE, DDT, TPH-diesel, TPH-gas, Trichloroethylene (TCEPotential COC: AIRFIELD OPERATIONSPast Use: NONE SPECIFIEDAPN: -117.8148Longitude: 33.7454Latitude: School DistrictFunding: NORestricted Use: 06/28/2007Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 37Senate: 68Assembly: 404674Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Shahir HaddadSupervisor: S. Steven HaririProject Manager: DTSC - Site Cleanup ProgramLead Agency Description: SMBRPLead Agency: SMBRPCleanup Oversight Agencies: NONational Priorities List: 15Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 70000181Facility ID: TUSTIN, CA 92710City,State,Zip: NEWPORT FREEWAY AT EDINGERAddress: PROPOSED TUSTIN ES-MARINE AIR PARCEL 28Name: SCH: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 06/21/2007Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: PEA WP ApprovedComments: 07/14/2006Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU memo completed.Comments: 06/28/2007Completed Date: PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 (Continued)S107737101 TC6651002.2s Page 208 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 06/21/2007Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: PEA WP ApprovedComments: 07/14/2006Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU memo completed.Comments: 06/28/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/31/2006Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 70000181Alias Name: Project Code (Site Code)Alias Type: 404674Alias Name: PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 (Continued) S107737101 UNOCALName: LUST: RO0002743Record ID: 06/23/2006Date Closed: Gasoline-Automotive (motor gasoline and additives), leaded & unleadedReleased Substance: 91UT131Facility Id: ORANGERegion: TUSTIN, CA 92780City,State,Zip: 13348 NEWPORT AVEAddress: UNOCALName: ORANGE CO. LUST: 1875 ft.CERSSite 3 of 5 in cluster L 0.355 mi.Cortese Relative: Lower Actual: 128 ft. 1/4-1/2 SWEEPS USTTUSTIN, CA 92780 ESE UST13348 NEWPORT AVE N/A L52 LUSTUNOCAL #5386 U003942685 TC6651002.2s Page 209 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherAction Type: T0605901349Global Id: ExcavationAction: 06/17/1992Date: REMEDIATIONAction Type: T0605901349Global Id: Other (Use Description Field)Action: 08/16/1995Date: REMEDIATIONAction Type: T0605901349Global Id: Soil Vapor Extraction (SVE)Action: 08/16/1995Date: REMEDIATIONAction Type: T0605901349Global Id: Leak DiscoveryAction: 09/20/1991Date: OtherAction Type: T0605901349Global Id: Leak BeganAction: 09/20/1991Date: OtherAction Type: T0605901349Global Id: LUST: 7144336262Phone Number: srajagopal@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: SHYAMALA RAJAGOPALContact Name: Local Agency CaseworkerContact Type: T0605901349Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: 91UT131Local Case Number: Local Agency WarehouseFile Location: ORANGE COUNTY LOPLocal Agency: 083001807TRB Case Number: SRCase Worker: 06/23/2006Status Date: Completed - Case ClosedStatus: -117.8148329Longitude: 33.7451049Latitude: T0605901349Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901349Geo Track: LUST Cleanup SiteCase Type: ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92780City,State,Zip: 13348 NEWPORTAddress: UNOCAL #5386 (Continued)U003942685 TC6651002.2s Page 210 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTINCity: 13348 NEWPORT AVEAddress: UNOCAL #5386Name: SWEEPS UST: -117.8132638Longitude: 33.7464366Latitude: Not reportedCERSID: ORANGE COUNTYPermitting Agency: 2279Facility ID: TUSTIN, CA 92780City,State,Zip: 13348 NEWPORT AVEAddress: UNOCAL #5386Name: UST: 06/23/2006Status Date: Completed - Case ClosedStatus: T0605901349Global Id: 02/18/1998Status Date: Open - Verification MonitoringStatus: T0605901349Global Id: 09/26/1994Status Date: Open - RemediationStatus: T0605901349Global Id: 04/19/1994Status Date: Open - RemediationStatus: T0605901349Global Id: 10/21/1992Status Date: Open - Site AssessmentStatus: T0605901349Global Id: 02/25/1992Status Date: Open - Site AssessmentStatus: T0605901349Global Id: 03/08/1991Status Date: Open - Site AssessmentStatus: T0605901349Global Id: 03/08/1991Status Date: Open - Case Begin DateStatus: T0605901349Global Id: LUST: Closure/No Further Action LetterAction: 06/23/2006Date: ENFORCEMENTAction Type: T0605901349Global Id: Leak ReportedAction: 09/20/1991Date: UNOCAL #5386 (Continued)U003942685 TC6651002.2s Page 211 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-000-002279-000004SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-001057Board Of Equalization: 9Number: 2279Comp Number: ActiveStatus: TUSTINCity: 13348 NEWPORT AVEAddress: UNOCAL #5386Name: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-000-002279-000003SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-001057Board Of Equalization: 9Number: 2279Comp Number: ActiveStatus: TUSTINCity: 13348 NEWPORT AVEAddress: UNOCAL #5386Name: 3Number Of Tanks: Not reportedContent: PSTG: PETROLEUMTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-000-002279-000001SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: 44-001057Board Of Equalization: 9Number: 2279Comp Number: ActiveStatus: UNOCAL #5386 (Continued)U003942685 TC6651002.2s Page 212 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7144336262Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 E. DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: SHYAMALA RAJAGOPAL - ORANGE COUNTY LOPEntity Name: Local Agency CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605901349CERS ID: 236706Site ID: TUSTIN, CA 92780City,State,Zip: 13348 NEWPORTAddress: UNOCALName: CERS: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605901349Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92780City,State,Zip: 13348 NEWPORTAddress: UNOCALName: CORTESE: UNOCAL #5386 (Continued)U003942685 ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92780City,State,Zip: 395 FIRSTAddress: SUPER STOPName: LUST: 1893 ft. Site 1 of 2 in cluster M 0.359 mi. Relative: Higher Actual: 142 ft. 1/4-1/2 CERSTUSTIN, CA 92780 WSW Cortese395 FIRST N/A M53 LUSTSUPER STOP U003784454 TC6651002.2s Page 213 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605999010Global Id: Leak DiscoveryAction: 03/10/1999Date: OtherAction Type: T0605999010Global Id: Staff LetterAction: 08/02/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 07/13/2009Date: ENFORCEMENTAction Type: T0605999010Global Id: Leak BeganAction: 03/10/1999Date: OtherAction Type: T0605999010Global Id: LUST: 7144336262Phone Number: srajagopal@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: SHYAMALA RAJAGOPALContact Name: Local Agency CaseworkerContact Type: T0605999010Global Id: 9513206375Phone Number: rose.scott@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ROSE SCOTTContact Name: Regional Board CaseworkerContact Type: T0605999010Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: 99UT022Local Case Number: Local AgencyFile Location: ORANGE COUNTY LOPLocal Agency: 083003683TRB Case Number: SRCase Worker: 10/28/2010Status Date: Completed - Case ClosedStatus: -117.827464Longitude: 33.745663Latitude: T0605999010Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605999010Geo Track: LUST Cleanup SiteCase Type: SUPER STOP (Continued)U003784454 TC6651002.2s Page 214 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02/17/2006Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 04/07/2004Date: ENFORCEMENTAction Type: T0605999010Global Id: Leak StoppedAction: 03/10/1999Date: OtherAction Type: T0605999010Global Id: In Situ Physical/Chemical Treatment (other than SVE)Action: 08/04/2004Date: REMEDIATIONAction Type: T0605999010Global Id: Soil and Water Investigation ReportAction: 12/12/2005Date: RESPONSEAction Type: T0605999010Global Id: Soil and Water Investigation WorkplanAction: 08/10/2005Date: RESPONSEAction Type: T0605999010Global Id: Other Report / DocumentAction: 08/10/2005Date: RESPONSEAction Type: T0605999010Global Id: Other Report / DocumentAction: 05/24/2005Date: RESPONSEAction Type: T0605999010Global Id: Other Report / DocumentAction: 05/06/2005Date: RESPONSEAction Type: T0605999010Global Id: Other Report / DocumentAction: 02/28/2005Date: RESPONSEAction Type: T0605999010Global Id: Other Report / DocumentAction: 08/17/2004Date: RESPONSEAction Type: T0605999010Global Id: Other Report / DocumentAction: 05/10/2004Date: RESPONSEAction Type: SUPER STOP (Continued)U003784454 TC6651002.2s Page 215 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff Letter - #2Action: 07/05/2005Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 01/26/2005Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff Letter - #1Action: 07/05/2005Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 04/20/2005Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 09/06/2005Date: ENFORCEMENTAction Type: T0605999010Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 12/28/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: File Review - ClosureAction: 07/19/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 07/28/2008Date: ENFORCEMENTAction Type: T0605999010Global Id: Closure/No Further Action LetterAction: 10/28/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: Leak ReportedAction: 03/10/1999Date: OtherAction Type: T0605999010Global Id: Staff LetterAction: 03/21/2005Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: SUPER STOP (Continued)U003784454 TC6651002.2s Page 216 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Open - RemediationStatus: T0605999010Global Id: 03/10/1999Status Date: Open - Case Begin DateStatus: T0605999010Global Id: LUST: File Review - ClosureAction: 10/22/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: File Review - ClosureAction: 10/25/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: File Review - ClosureAction: 07/15/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: File reviewAction: 07/09/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: Notification - PreclosureAction: 08/06/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: File Review - ClosureAction: 07/16/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: Petition Submitted for ReviewAction: 10/28/2010Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 07/26/2004Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 04/26/2004Date: ENFORCEMENTAction Type: T0605999010Global Id: Staff LetterAction: 11/23/2004Date: ENFORCEMENTAction Type: T0605999010Global Id: SUPER STOP (Continued)U003784454 TC6651002.2s Page 217 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: 0Max MTBE GW: 12/2/2004MTBE Date: -117.827464Longitude: 33.745663Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: NDGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: 8/22/2002Date Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 3/10/1999Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605999010Global ID: UnknownLeak Source: UnknownLeak Cause: Other MeansHow Stopped: OMHow Discovered: Not reportedFunding: SELEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Other ground water affectedCase Type: 99UT022Local Case Num: 083003683TCase Number: Remediation PlanFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 395 FIRST ST WAddress: SUPER STOPName: LUST REG 8: 10/28/2010Status Date: Completed - Case ClosedStatus: T0605999010Global Id: 08/22/2002Status Date: SUPER STOP (Continued)U003784454 TC6651002.2s Page 218 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Local Agency CaseworkerAffiliation Type Desc: 9513206375Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 MAIN STREET, SUITE 500Affiliation Address: Not reportedEntity Title: ROSE SCOTT - SANTA ANA RWQCB (REGION 8)Entity Name: Regional Board CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605999010CERS ID: 213234Site ID: TUSTIN, CA 92780City,State,Zip: 395 FIRSTAddress: SUPER STOPName: CERS: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605999010Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92780City,State,Zip: 395 FIRSTAddress: SUPER STOPName: CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: SKStaff Initials: RSStaff: SUPER STOP (Continued)U003784454 TC6651002.2s Page 219 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7144336262Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 E. DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: SHYAMALA RAJAGOPAL - ORANGE COUNTY LOPEntity Name: SUPER STOP (Continued)U003784454 MIGUEL OVIEDOContact Name: Regional Board CaseworkerContact Type: T0605984477Global Id: LUST: submitted by consultants for the responsible party. accuracy of any professional interpretations provided in reports GeoTracker for site history. Orange County is not responsible for the Please refer to recent Site Documents or Monitoring Reports inSite History: Gasoline, MTBE / TBA / Other Fuel OxygenatesPotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: 05UT008Local Case Number: Local Agency WarehouseFile Location: ORANGE COUNTY LOPLocal Agency: Not reportedRB Case Number: SRCase Worker: 10/12/2017Status Date: Completed - Case ClosedStatus: -117.817637Longitude: 33.743056Latitude: T0605984477Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605984477Geo Track: LUST Cleanup SiteCase Type: ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORTAddress: TUSTIN AUTO WASHName: LUST: RO0003348Record ID: 10/12/2017Date Closed: Unleaded gasolineReleased Substance: 05UT008Facility Id: ORANGERegion: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: TUSTIN AUTO WASHName: ORANGE CO. LUST: HWTS CERS HAZNET Cortese 1894 ft.CERS TANKSSite 1 of 2 in cluster N 0.359 mi.SWEEPS UST Relative: Lower Actual: 125 ft. 1/4-1/2 CERS HAZ WASTETUSTIN, CA 92780 SSE UST13561 NEWPORT AVE N/A N54 LUSTL A GLORY 661 INC.U003778925 TC6651002.2s Page 220 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605984477Global Id: File reviewAction: 08/15/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 07/12/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 05/09/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 05/03/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 03/29/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/06/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 10/28/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 08/26/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: LUST: 7144336262Phone Number: srajagopal@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: SHYAMALA RAJAGOPALContact Name: Local Agency CaseworkerContact Type: T0605984477Global Id: 9517823238Phone Number: miguel.oviedo@waterboards.ca.govEmail: RIVERSIDECity: 3737 Main Street, Suite 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 221 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07/10/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 08/13/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/09/2014Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/06/2014Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/08/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 09/13/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 06/09/2014Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 11/24/2014Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 02/06/2014Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/07/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/04/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 05/17/2012Date: ENFORCEMENTAction Type: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 222 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 05/19/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 09/24/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 10/30/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 03/29/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 11/02/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 01/28/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 01/28/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 08/14/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 08/25/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: MeetingAction: 07/20/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 03/09/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 223 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RESPONSEAction Type: T0605984477Global Id: Soil and Water Investigation ReportAction: 02/25/2008Date: RESPONSEAction Type: T0605984477Global Id: Soil and Water Investigation ReportAction: 07/30/2007Date: RESPONSEAction Type: T0605984477Global Id: Other WorkplanAction: 02/20/2007Date: RESPONSEAction Type: T0605984477Global Id: Other WorkplanAction: 12/11/2006Date: RESPONSEAction Type: T0605984477Global Id: Soil and Water Investigation WorkplanAction: 05/05/2006Date: RESPONSEAction Type: T0605984477Global Id: Preliminary Site Assessment ReportAction: 12/12/2005Date: RESPONSEAction Type: T0605984477Global Id: Other WorkplanAction: 10/17/2005Date: RESPONSEAction Type: T0605984477Global Id: Other Report / DocumentAction: 08/19/2005Date: RESPONSEAction Type: T0605984477Global Id: Preliminary Site Assessment WorkplanAction: 11/04/2005Date: RESPONSEAction Type: T0605984477Global Id: Leak DiscoveryAction: 06/27/2005Date: OtherAction Type: T0605984477Global Id: Staff LetterAction: 08/26/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 224 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 04/04/2007Date: ENFORCEMENTAction Type: T0605984477Global Id: In Situ Physical/Chemical Treatment (other than SVE)Action: 10/24/2011Date: REMEDIATIONAction Type: T0605984477Global Id: In Situ Physical/Chemical Treatment (other than SVE)Action: 08/09/2010Date: REMEDIATIONAction Type: T0605984477Global Id: Notification - Public Notice of Case ClosureAction: 08/26/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 09/22/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 09/23/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 07/20/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 07/08/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: Soil and Water Investigation WorkplanAction: 06/30/2008Date: RESPONSEAction Type: T0605984477Global Id: Well Installation ReportAction: 12/26/2007Date: RESPONSEAction Type: T0605984477Global Id: Soil and Water Investigation WorkplanAction: 11/24/2006Date: RESPONSEAction Type: T0605984477Global Id: Soil and Water Investigation WorkplanAction: 07/05/2006Date: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 225 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 10/11/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: Email CorrespondenceAction: 01/22/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 01/21/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: Closure/No Further Action LetterAction: 10/12/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 08/01/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 08/15/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 10/12/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 09/11/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 01/08/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: Warning LetterAction: 10/20/2006Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 05/30/2007Date: ENFORCEMENTAction Type: T0605984477Global Id: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 226 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation File reviewAction: 11/03/2008Date: ENFORCEMENTAction Type: T0605984477Global Id: Remedial Investigation Workplan - Regulator RespondedAction: 01/09/2016Date: RESPONSEAction Type: T0605984477Global Id: Staff LetterAction: 05/27/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Other Workplan - Regulator RespondedAction: 02/29/2016Date: RESPONSEAction Type: T0605984477Global Id: Other Workplan - Regulator RespondedAction: 09/26/2015Date: RESPONSEAction Type: T0605984477Global Id: File reviewAction: 02/10/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 02/22/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 12/22/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: Leak ReportedAction: 06/28/2005Date: OtherAction Type: T0605984477Global Id: File Review - ClosureAction: 09/20/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 10/06/2017Date: ENFORCEMENTAction Type: T0605984477Global Id: File Review - ClosureAction: 10/03/2017Date: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 227 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605984477Global Id: Site Visit / Inspection / SamplingAction: 12/15/2008Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 03/02/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 03/16/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 05/06/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Well Destruction Workplan - Regulator RespondedAction: 05/04/2017Date: RESPONSEAction Type: T0605984477Global Id: Request for Closure - Regulator RespondedAction: 08/21/2017Date: RESPONSEAction Type: T0605984477Global Id: File reviewAction: 02/09/2009Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 09/25/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: Notification - PreclosureAction: 11/03/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 08/26/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Notification - Public Participation DocumentAction: 08/26/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 228 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 11/09/2006Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 01/02/2008Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 05/23/2008Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 09/20/2005Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 05/04/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: MeetingAction: 05/05/2016Date: ENFORCEMENTAction Type: T0605984477Global Id: Other Workplan - Regulator RespondedAction: 10/03/2017Date: RESPONSEAction Type: T0605984477Global Id: File reviewAction: 10/02/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 01/10/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 05/26/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 09/03/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 02/02/2009Date: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 229 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 03/22/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 03/04/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 01/11/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 09/22/2008Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 01/16/2007Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 03/30/2006Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 09/15/2005Date: ENFORCEMENTAction Type: T0605984477Global Id: Warning LetterAction: 11/21/2007Date: ENFORCEMENTAction Type: T0605984477Global Id: Warning LetterAction: 05/30/2006Date: ENFORCEMENTAction Type: T0605984477Global Id: Notice of Responsibility - #1Action: 07/29/2005Date: ENFORCEMENTAction Type: T0605984477Global Id: * Corrective Action Orders - #2Action: 07/29/2005Date: ENFORCEMENTAction Type: T0605984477Global Id: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 230 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 01/12/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: Site Visit / Inspection / SamplingAction: 10/24/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 01/11/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 06/02/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 02/09/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Site Visit / Inspection / SamplingAction: 03/07/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 05/25/2011Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 07/16/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 11/23/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 09/28/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 09/03/2010Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 03/16/2011Date: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 231 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01/11/2011Status Date: Open - RemediationStatus: T0605984477Global Id: 07/16/2010Status Date: Open - Assessment & Interim Remedial ActionStatus: T0605984477Global Id: 09/20/2005Status Date: Open - Site AssessmentStatus: T0605984477Global Id: 06/27/2005Status Date: Open - Case Begin DateStatus: T0605984477Global Id: LUST: Staff LetterAction: 06/04/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 07/01/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 05/23/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: Email CorrespondenceAction: 10/02/2015Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 07/12/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 11/07/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: File reviewAction: 06/13/2013Date: ENFORCEMENTAction Type: T0605984477Global Id: Staff LetterAction: 06/14/2012Date: ENFORCEMENTAction Type: T0605984477Global Id: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 232 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6/10/2003MTBE Date: -117.818429Longitude: 33.74244372Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: =GW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: 9/10/1999Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 9/10/1999Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605902351Global ID: UnknownLeak Source: UnknownLeak Cause: New TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Other ground water affectedCase Type: 99UT049Local Case Num: 083003629TCase Number: Pollution CharacterizationFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 535 MAIN ST EAddress: TUSTIN AUTO WASHName: LUST REG 8: 10/12/2017Status Date: Completed - Case ClosedStatus: T0605984477Global Id: 05/31/2016Status Date: Open - Eligible for ClosureStatus: T0605984477Global Id: 11/02/2015Status Date: Open - Verification MonitoringStatus: T0605984477Global Id: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 233 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: L A GLORY 661 INC.Name: CERS HAZ WASTE: Not reportedNotes: FA0057339Facility ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: LA GLORY 661 INCName: ORANGE CO. UST: -117.817694Longitude: 33.743088Latitude: Not reportedCERSID: ORANGE COUNTYPermitting Agency: 11686Facility ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVENUEAddress: TUSTIN AUTO WASH & 76 GAS STATIONName: -117.81788Longitude: 33.74286Latitude: Not reportedCERSID: Orange County Environmental HealthPermitting Agency: FA0057339Facility ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: TUSTIN AUTO WASH & 76 GASName: -117.81788Longitude: 33.74286Latitude: 10441414CERSID: Orange County Environmental HealthPermitting Agency: FA0057339Facility ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: L A GLORY 661 INC.Name: UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: AMStaff Initials: RSStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: 106000Max MTBE GW: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 234 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 13561 NEWPORTAddress: TUSTIN AUTO WASHName: CORTESE: Underground Storage TankCERS Description: 10441414CERS ID: 372494Site ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: L A GLORY 661 INC.Name: CERS TANKS: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-000-011686-000002SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 11686Comp Number: ActiveStatus: TUSTINCity: 535 E MAIN STAddress: TUSTIN AUTO WASHName: 2Number Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-000-011686-000001SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-15-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 11686Comp Number: ActiveStatus: TUSTINCity: 535 E MAIN STAddress: TUSTIN AUTO WASHName: SWEEPS UST: Hazardous Waste GeneratorCERS Description: 10441414CERS ID: 372494Site ID: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 235 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 Main Street, Suite 500Affiliation Address: Not reportedEntity Title: MIGUEL OVIEDO - SANTA ANA RWQCB (REGION 8)Entity Name: Regional Board CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605984477CERS ID: 246693Site ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORTAddress: TUSTIN AUTO WASHName: CERS: 0.1Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelDisposal Method: 214 - Unspecified solvent mixtureCA Waste Code: NED981723513TSD EPA ID: CAL000389827Gepaid: 2016Year: 13561 NEWPORT AVEMailing Address: Not reportedMailing Name: 3109828988Telephone: NASEER AHAMEDContact: TUSTIN, CA 92780City,State,Zip: Not reportedAddress 2: 13561 NEWPORT AVEAddress: GOOD LUCK INC DBA TUSTIN AUTO WASH 76 GAS STATIONName: HAZNET: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605984477Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92780City,State,Zip: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 236 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation UST Program - Administration/Documentation - For use of LocalViolation Description: Un-SpecifiedCitation: 03-11-2015Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: Response Plan, UST Monitoring Plan, and UST Plot Plan. Facility Information, Tank Information, Owner/Operator Agreement, UST on site including Business Activities, Business Owner/Operator, portal could not be located on site. Maintain a copy of all UPC forms Returned to compliance on 03/17/2017. Copies of UPC forms from theViolation Notes: operate an underground storage tank, or for renewal of the permit. Failure to submit an complete and accurate application for a permit toViolation Description: Section(s) 25286(a) HSC 6.7 25286(a) - California Health and Safety Code, Chapter 6.7,Citation: 03-17-2016Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: required employees and submit a signature log to this agency. training log for 2019 are no longer with the company. Train all Returned to compliance on 01/22/2020. The employees listed on theViolation Notes: maintenance of the UST system by a designated operator (DO). operating hours that has been trained in the proper operation and Failure to have at least one facility employee present duringViolation Description: Chapter 16, Section(s) 2715(c)(2) 23 CCR 16 2715(c)(2) - California Code of Regulations, Title 23,Citation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: Violations: Chemical Storage FacilitiesCERS Description: 10441414CERS ID: 372494Site ID: TUSTIN, CA 92780City,State,Zip: 13561 NEWPORT AVEAddress: L A GLORY 661 INC.Name: 7144336262Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 E. DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: SHYAMALA RAJAGOPAL - ORANGE COUNTY LOPEntity Name: Local Agency CaseworkerAffiliation Type Desc: 9517823238Affiliation Phone: Not reportedAffiliation Zip: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 237 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation actions taken for the alarms on the above dates. The designated this violation have the designated operator document the corrective monthly inspection reports: 1) 1/7/15: L8 2) 1/11/15: L8 To correct alarms occurred but were not recorded on the designated operator Returned to compliance on 06/02/2015. The following liquid sensorViolation Notes: maintenance has been completed and documented. record of a service visit; or failure to check that all testing and containment sump where an alarm occurred or for which there is no proper position; failure to inspect for liquid or debris in the containment to ensure that monitoring equipment is placed in the under dispenser containment; failed to inspect the under dispenser presence of liquid or debris in the spill container/spill bucket and report; attach a copy of the alarm history; failed to inspect for the inspection requirements: failed to inspect the monthly alarm history Failure to comply with one or more of the designated operator monthlyViolation Description: Section(s) 2715 23 CCR 16 2715 - California Code of Regulations, Title 23, Chapter 16,Citation: 03-31-2015Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: current information on the CERS portal and resubmit. Returned to compliance on 08/27/2019. Submit a Response Plan withViolation Notes: Failure to submit a current UST Response Plan available on site.Violation Description: 2634(e), 2641(h) Regulations, Title 23, Chapter 16, Section(s) 2712(i), 2632(d)(2), 23 CCR 16 2712(i), 2632(d)(2), 2634(e), 2641(h) - California Code ofCitation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: maintain a copy on site. a current copy of the financial certification on the portal and Responsibility form on site is dated 5/1/14 and expired 5/1/15. Submit Returned to compliance on 03/17/2017. The Certificate of FinancialViolation Notes: Financial Responsibility or other mechanism of financial assurance. Failure to submit and maintain complete and current Certification ofViolation Description: Chapter 6.75, Section(s) 25299.30-25299.34 HSC 6.75 25299.30-25299.34 - California Health and Safety Code,Citation: 03-17-2016Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: by a certified technician and submit the results to this agency. monitor must be certified within 365 days. Have the monitor certified past due. The last monitor certification on file is dated 3/10/14. The Returned to compliance on 06/02/2015. The monitor certification isViolation Notes: Ordinance only L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 238 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation UST Program - Administration/Documentation - For use of LocalViolation Description: Un-SpecifiedCitation: 06-17-2015Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: correction on the CERS portal and resubmit. different therefore a written agreement is required. Make the Returned to compliance on 08/27/2019. The tank owner and operator areViolation Notes: owner and operator. Failure to implement or maintain a written agreement between the USTViolation Description: Chapter 6.7, Section(s) 25284(a)(3)(A)&(B) HSC 6.7 25284(a)(3)(A)&(B) - California Health and Safety Code,Citation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: log. Violation abated. intrusion and he removed the water but forgot to note it on the alarm with the manager who confirmed that the alarm was due to rain water corrective action was noted and no work order was available. Spoke 3/1/17 and was logged on the alarm log and DO report however no Returned to compliance on 03/17/2017. A priority alarm occurred onViolation Notes: containment. Failure to record any unauthorized release from the primaryViolation Description: Section(s) 25294 HSC 6.7 25294 - California Health and Safety Code, Chapter 6.7,Citation: 03-17-2017Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: resubmit. Responsibility form with current information on the CERS portal and Returned to compliance on 08/27/2019. Submit a FinancialViolation Notes: Financial Responsibility or other mechanism of financial assurance. Failure to submit and maintain complete and current Certification ofViolation Description: Chapter 6.75, Section(s) 25299.30-25299.34 HSC 6.75 25299.30-25299.34 - California Health and Safety Code,Citation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: requires follow-up. of any condition discovered during the monthly inspections that operator is responsible for alerting the owner/operator of the tanks L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 239 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 372494Site ID: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: signature log to this agency. Business Emergency Plan training to current employees and submit a Returned to compliance on 03/04/2020. Provide Hazardous MaterialsViolation Notes: records for a minimum of three years. hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Failure to provide initial and annual training to all employees inViolation Description: 6.95, Section(s) 25505(a)(4) HSC 6.95 25505(a)(4) - California Health and Safety Code, ChapterCitation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: and tested and submit the results to this agency. testing and was not replaced today. Have the leak detector replaced Returned to compliance on 02/07/2019. The 87 tank leak detector failedViolation Notes: the flow of product through the piping when a leak is detected. of 3.0 gallons per hour leak at 10 p.s.i.g. and restrict or shut off Monitored at least hourly with the capability of detecting a release pressurized piping to meet one or more of the following requirements: Failure of the functional line leak detector (LLD) monitoringViolation Description: Chapter 16, Section(s) 2636(f)(2) 23 CCR 16 2636(f)(2) - California Code of Regulations, Title 23,Citation: 03-14-2018Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: not be issued until the outstanding violation has been corrected. operating without an underground storage tank permit. The permit will Returned to compliance on 03/16/2020. This facility is currentlyViolation Notes: not limited to unpaid permit fees. Failure to obtain a valid permit to operate from the UPA including butViolation Description: Section(s) 25284 HSC 6.7 25284 - California Health and Safety Code, Chapter 6.7,Citation: 03-10-2020Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: days. order and results to this agency. Correct the violation within 30 testing. Have the bucket replaced and retested and submit the work Returned to compliance on 07/17/2015. The 87 spill bucket failedViolation Notes: Ordinance only L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 240 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation On site for a routine inspection and monitor certification. This siteEval Notes: Routine done by local agencyEval Type: YesViolations Found: 03-13-2018Eval Date: Compliance Evaluation InspectionEval General Type: Evaluation: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: https://cers.calepa.ca.gov/ the correction on the CERS portal and resubmit at information provided in the Facility Operator Permit Application. Make operator listed in this statement is not consistent with the Returned to compliance on 03/16/2020. The business name and tankViolation Notes: Understanding and Compliance Form.G Failure to submit the G Underground Storage Tank Statement ofViolation Description: Chapter 16, Section(s) 2715(a)(2) 23 CCR 16 2715(a)(2) - California Code of Regulations, Title 23,Citation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: agency. Root monitor. Submit a copy of the training signature log to this immediately who are responsible for responding to alarms on the Veeder the alarm. To correct this violation have all employees trained date, time, description of alarm, and corrective action taken to abate sump All liquid alarms must be recorded on the alarm log including the L2 sensor: 87 fill sump L5 sensor: 89 fill sump L8 sensor: 91 fill L2, L5, L8 2) 12/8/14: L8 3) 12/12/14: L8 4) 1/7/15: L8 5) 1/11/15: L8 alarms occurred but were not recorded on the alarms log: 1) 12/4/14: Returned to compliance on 05/05/2015. The following liquid sensorViolation Notes: release in appropriate time frame. Failure to record and/or report suspected or actual unauthorizedViolation Description: Section(s) 29295 HSC 6.7 29295 - California Health and Safety Code, Chapter 6.7,Citation: 03-31-2015Violation Date: L A Glory 661 Inc.Site Name: 372494Site ID: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: https://cers.calepa.ca.gov/ Emergency/Contingency Plan on the CERS portal at Returned to compliance on 08/27/2019. Complete a BusinessViolation Notes: quantities. storing/handling a hazardous material at or above reportable Failure to complete and electronically submit a business plan whenViolation Description: 6.95, Section(s) 25508(a)(1) HSC 6.95 25508(a)(1) - California Health and Safety Code, ChapterCitation: 08-14-2019Violation Date: L A Glory 661 Inc.Site Name: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 241 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: hazardous materials training records are dated 4/30/15. Concentrate - One 55 gallon drum of Tire Dressing Annual employee Vehicle Shampoo - One 55 gallon drum of All Purpose Degreaser gallon unleaded fuel tanks - Three 55 gallon drums of All Purpose that meet or exceed thresholds were observed today: - Three 12,000 hazardous materials storage areas. The following hazardous materials On site for a routine hazardous materials inspection. Observed theEval Notes: Routine done by local agencyEval Type: NoViolations Found: 03-17-2016Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notification for 3-17-17Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-14-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Responsibility dated 1/15/19. current. SB989 testing dated 1/31/17. Certification of Financial Simon from SharCor Testing Co. All technician certifications are tested for 90 percent overfill and passed. Technician on site is Dave line leak detectors were tested and passed. Overfill alarms were dispensers. Spill buckets were visually tested and passed. Mechanical stand-alone sensors and were tested operational to shut down tested for sensor-out and fail-safe. The dispensers use Beaudreau and annular sensors alarm and shut down turbines. The Veeder Root was piping and 4 dispensers. All turbine sump sensors, fill sump sensors, has 3 double walled gasoline tanks (87, 89, 91) with double walled On site for a routine inspection and monitor certification. This siteEval Notes: Routine done by local agencyEval Type: NoViolations Found: 03-13-2019Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Shan-Cor Testing. Technician certifications are current. SB989 testing is dated 1/31/17. Testing conducted by Dave Simon of detectors were tested. Financial responsibility is dated 1/15/18. Spill buckets were visually tested and passed. Mechanical line leak and fail-safe. Overfill alarms were tested for 90 percent overfill. the dispensers only. The Veeder Root monitor was tested for sensor-out alarm and shut down turbines. UDC sensors are Beaudreau and shut down All turbine sump sensors, fill sump sensors, and tank annular sensors has 3 double walled tanks with double walled piping and 4 dispensers. L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 242 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation orders Correct the violations within 30 days. . 1/30/14 - Spill bucket test dated 3/10/14 - Service tickets, work 4/29/14 - Monitor certification dated 3/10/14 - SB989 test dated inspections with alarm history - Employee training records dated designated UST operator - expiration dated 3/5/17 - DO monthly responsibility and CFO letter dated 5/1/14 - Owner statements of documents are on site for review: - Certification of financial On site for a routine underground tank inspection. The followingEval Notes: Routine done by local agencyEval Type: YesViolations Found: 03-31-2015Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: SB989 test [Truncated] records for 2017 - Alarm logs - Monitor certification dated 3/17/16 - monthly inspection reports with alarm history - Employee training plan - Designated operator statement - expiration dated 11/25/17 - DO dated 1/18/17 - UST response plan - UST monitoring plan - UST plot All UPC forms - Certificate of financial responsibility and CFO letter following documents are available for review: - Permit to operate - tested. Overfill alarms were tested for 90 percent overfill. The passed. Mechanical line leak detectors were in the process of being was tested for sensor-out and fail-safe. Spill buckets were tested and the dispenser pans that shut down the dispensers only. The Veeder Root sensors alarms and shut down turbines. Stand-alone sensors are used in dispensers. All turbine sump sensors, fill sump sensors, and annular has 3 double walled fuel tanks with double walled piping and 4 On site for a monitor certification and routine inspection. This siteEval Notes: Routine done by local agencyEval Type: YesViolations Found: 03-17-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Service tickets, work orders Correct all violations immediately. . SB989 test results dated 1/30/14 - Spill buckets tests dated 3/23/15 - training records dated 1/19/16 - Monitor certification dated 3/23/15 - 11/25/17 - DO monthly inspection reports with alarm history - Employee Owner statements of designated UST operator - expiration dated verified today. The following documents were available for review: - Overfill alarms were tested and passed. All technician certifications and passed. The mechanical line leak detectors were tested and passed. for sensor-out and fail-safe. The spill buckets were visually tested sensors that shut down the dispensers only. The Veeder Root was tested sensors alarm and shut down turbines. The dispensers use stand-alone dispensers. All turbine sump sensors, fill sump sensors, and annular has 3 double walled fuel tanks with double walled piping and 4 On site for a monitor certification and routine inspection. This siteEval Notes: Routine done by local agencyEval Type: YesViolations Found: 03-17-2016Eval Date: Compliance Evaluation InspectionEval General Type: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 243 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-15-2020Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: the designated operator dated 4/30/15. Violation I219 abated. This agency received and reviewed the employee UST training record byEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-05-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: email. Review record for outstanding violations and advise operator viaEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-05-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Draft inspection report, review portal for site info, submit report.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-22-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: is available on site. hazardous materials training is current. The Business Emergency Plan - 36,000 gallons unleaded fuel in underground tanks Employee annual were observed today: - 110 gallons de-greaser - 55 gallons Armour All materials storage areas. The following reportable hazardous materials the facility was completed with Naseer Ahamed. Observed the hazardous On site for a routine hazardous materials inspection. An inspection ofEval Notes: Routine done by local agencyEval Type: NoViolations Found: 04-05-2019Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 244 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation passed. Chris Scharnus from Shan Cor Testing was on site. Verified tested and passed. Mechanical line leak detectors were tested and sensors that were tested for dispenser shut down. Spill buckets were sensor-out and fail-safe. The dispenser UDC use Beaudreau stand alone sensors alarm and shut down turbines. The Veeder Root was tested for 4 dispensers. All turbine sump sensors, fill sump sensors and annular has 3 double walled unleaded fuel tanks with double walled piping and On site for a monitor certification and routine inspection. This siteEval Notes: Routine done by local agencyEval Type: NoViolations Found: 03-04-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Violations cleared per inspector. CLOSE NOVEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-08-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: No outstanding violations. detector. The leak detector passed testing. Violation I198 corrected. dated 3/13/18 indicating the replacement and retest of the 87 leak This agency received and reviewed the revised monitor certificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-07-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: SB 989 test notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-27-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: https://cers.calepa.ca.gov. Correct the violation within 30 days. Application. Make the correction on the CERS portal at with the business name provided in the UST Facility Operating Permit Understanding and Compliance Form on the CERS portal is not consistent violation: I007 - The business name listed in the UST Statement of records for current employees. Violation I651 corrected. Outstanding On site for a follow-up inspection. Reviewed 2019 employee trainingEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-22-2020Eval Date: Other/UnknownEval General Type: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 245 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: for today is canceled. Notified area inspector. Received notification on 3/8/15 that monitor certification scheduledEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-09-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-08-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Review for upcoming inspection.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-06-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-06-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: outstanding hazardous materials violations. training from the training log. Violation I239 corrected. No outstanding violation I239. Verified employees have received current On site for a hazardous materials follow-up inspection to anEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-04-2020Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: dated 1/15/20. Overfill prevention equipment testing dated 1/29/19. Financial Responsibility dated 7/23/19. Secondary containment testing certifications including Veeder Root, ICC, and VMI. Certification of L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 246 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation continue with CERS in the future. in CERS and E-submit. Reviewed both to confirm. Advised Nasseer to Received email from operator Nasseer stating that they have submittedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-01-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Change UST status to not get a permit, per Nofal.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-22-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Assist Nasser by phone with questions on creating account on CERS.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-18-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: outstanding. Review violation status for warning letter. Violations remainEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-18-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: YesViolations Found: 03-11-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: avoid further enforcement action by this agency. at https://cers.calepa.ca.gov. Correct the violation immediately to Operating Permit Application. Make the correction on the CERS portal not consistent with the business name provided in the UST Facility Statement of Understanding and Compliance Form on the CERS portal is Outstanding violation: I007 - The business name listed in the USTEval Notes: Other, not routine, done by local agencyEval Type: YesViolations Found: 03-10-2020Eval Date: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 247 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation USTEval Program: Orange County Environmental HealthEval Division: bucket test results dated 3/23/15. . This agency received and reviewed the monitor certification and spillEval Notes: Other, not routine, done by local agencyEval Type: YesViolations Found: 06-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: a permit to operate the underground storage tanks. No outstanding violations. This facility has been approved to receive (L-8 sensor) and found to be clear of liquid. Violation I106 abated. May 2015. The report indicates that the 91 fill sump was inspected This agency received and reviewed the DO monthly inspection report forEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-04-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: with my [Truncated] doctor orders for full recovery from Rabdomialisis, plus follow up night. I have full hospital discharge records. Water and rest was my D.O. at Good Luck Car wash , but could not sleep and was sick day and not respond sooner in May. I went on the 9th of May to perform the to rest. I was feeling very sick in May and this is the reason I did feeling well in April and most of May, doctor instructions were for me admitted into the hospital in early May 2015 for 4 days. I was not on site. I want to add that in April and May I was sick and was but within 30 days. I have documented these alarms in the O&M manual from January 7th & 11th 2015. This was before I took over the site, correct, clear of liquid and sensor is correct. Alarms involved are alarms on the 91 fill sump have been inspected, all conditions are Inspector Nofal RE: Good Luck car wash inc violation I106 The UST Received the following email from DO and discussed with supervisor:Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-02-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Change UST status to receive a permit, per Nofal.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-02-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 248 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07-10-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: fuel grades PLAN -add piping runs and change leak detector information for 89 & 91 product monitoring plan G leak detector model = STP MLD MONITORIN SITE -all tanks- Leak Alarm Triggers Automatic Pump Shutdown = Yes -89 & 91 6/2001//Riser Pipe Secondary Containment = Fiberglass MONITORING PLANS corporation. TANK PAGES -all tanks, date of installation is the owner to be the corporation and not the president of the the president of the corporation. If this is the case, please change Tank Owner and Tank Operator. You have listed an individual who may be Facility Form - Our records indicate that Good Luck Carwash Inc is the to the facility contact. The following corrections are needed: Reviewed UST package on CERS. Package was declined and an email sentEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-27-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: threshold of 500 [Truncated] Waste (solid) G this material does not meet the minimum reporting components at or above 1% along with their CAS#s and %WT Hazardous Hazardous Waste (liqud) G complete Components chart by identifying all categories that apply//storage pressure and temperature = ambient are listed//complete Fire Code Hazard Class//mark all federal hazard complete the Hazardous Components chart with CAS# for components that Red Carwash Soap, G this is not a pure material, change to Mixture and corporation. CHEMICAL INVENTORY Car Wash Soap, Purple Wax, Blue Wax, change the owner to be the corporation and not the president of the may be the president of the corporation. If this is the case, please Inc is the owner of this facility. You have listed an individual who BUSINESS OWNER/OPERATOR Our records indicate that Good Luck Carwash sent to the facility contact. The following corrections are needed: Reviewed HMBEP submittal on CERS. Package was declined and an emailEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-27-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: more recent submission. Read/review pre 2015 HMBEP submission. Accepted pending review of theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-26-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 249 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other, not routine, done by local agencyEval Type: NoViolations Found: 08-23-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: issued until all violations are corrected. Correct all violations within 30 days. A tank permit will not be equipment inspection 1/24/19 - Secondary containment test 1/31/17 Monitor certification 3/13/19 - Spill bucket tests 3/13/19 - Overfill current with alarm history. Verified the following test dates: - by Aris Chavez. Verified monthly designated operator reports are On site for a routine inspection. Consent to enter and inspect grantedEval Notes: Routine done by local agencyEval Type: YesViolations Found: 08-14-2019Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: violations within 30 days. 36,000 gallons unleaded fuel in underground tanks Correct all observed today: - 110 gallons degreaser - 55 gallons Armour All - by Aris Chavez. The following reportable hazardous materials were On site for a routine inspection. Consent to enter and inspect grantedEval Notes: Routine done by local agencyEval Type: YesViolations Found: 08-14-2019Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: This business has changed ownership. Submit RUR to status 02.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-14-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: This business has changed ownership. Submit RUR to status 02.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-14-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Review site status for outstanding violations for permit.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 250 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 12-08-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: as soon as possible. Testing to inquire about the leak detector status and will advise EH violation had been corrected and stated that he will contact Shan-Cor Discussed outstanding violation I198. Naseer thought that the On site for a follow-up inspection. Spoke with manager Naseer Ahamed.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 10-25-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: https://cers.calepa.ca.gov/ Transfer Request due to the change of ownership. The website is The owner needs to log into the CERS portal and complete a FacilityEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 10-10-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: violation. See attached original inspection report for detail on outstanding Violation I292 has been corrected. Violation I239 remains outstanding.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-26-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: original inspection report for details on outstanding violations. following violations remain outstanding: - I651 - I007 See attached The following violations have been corrected: - I583 - I673 - I272 TheEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-26-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: 15 days. detector has been replaced and retested. Correct the violation within This agency has not received documentation to indicate that the leak detector failed testing during the monitor certification on 3/13/18. The following violation is outstanding: I198 - The 87 tank leakEval Notes: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 251 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -117.817880Longitude: 33.742860Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10441414Program ID: HWGEnv Int Type Code: L A Glory 661 Inc.Facility Name: 372494Site ID: Coordinates: CERSEnf Action Source: UNSPECEnf Action Program: Orange County Environmental HealthEnf Action Division: Not reportedEnf Action Notes: Notice of Violation Issued by the Inspector at the Time of InspectionEnf Action Description: Notice of Violation (Unified Program)Enf Action Type: 11-16-2018Enf Action Date: 92780Site Zip: TUSTINSite City: 13561 NEWPORT AVESite Address: L A Glory 661 Inc.Site Name: 372494Site ID: Enforcement Action: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: accepted. Reviewed facility’s Designated Operator form on E-submit. Form wasEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-19-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: staging area -Emergency [Truncated] Label the following on the site map: -North orientation -Evacuation address for the business owner. Complete the emergency plan section. hazardous materials on the business activities page. Provide a mailing indicate that your material generates hazardous waste and stores must be greater than or equal to the largest container. Please amount would be the capacity of the tank and the maximum daily amount underground storage tanks are disclosable. The largest container diesel fuel as well. Both gasoline and diesel that are stored in underground storage tanks that may store this material and possibly gases, 500 pounds for solids). However, it appears that you also have disclosure thresholds (55 gallons for liquids, 200 cubic feet for not need to be disclosed as its maximum daily amount is below the review: "The material you have listed in the chemical inventory does HMBEP declined in E-Submit. The following notes were included in theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 252 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAAffiliation State: TustinAffiliation City: 13561 Newport Ave.Affiliation Address: Not reportedEntity Title: ZHENGXIAN SONGEntity Name: UST Tank OwnerAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: owner/operatorEntity Title: Sabrina XingEntity Name: Identification SignerAffiliation Type Desc: Not reportedAffiliation Phone: 92780Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: TustinAffiliation City: 13561 Newport AveAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: (714) 730-7934Affiliation Phone: 92780Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: TustinAffiliation City: 13561 Newport Ave.Affiliation Address: Not reportedEntity Title: 13561 Divine Power llcEntity Name: UST Tank OperatorAffiliation Type Desc: (714) 730-7934Affiliation Phone: 92780Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: TustinAffiliation City: 13561 Newport Ave.Affiliation Address: Not reportedEntity Title: ZHENGXIAN SONGEntity Name: UST Property Owner NameAffiliation Type Desc: (714) 730-7934Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Owner/OperatorEntity Title: Husein AhamedEntity Name: UST Permit ApplicantAffiliation Type Desc: Affiliation: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 253 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEntity Title: 13561 Divine Power llcEntity Name: OperatorAffiliation Type Desc: (714) 730-7934Affiliation Phone: 92780Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: TustinAffiliation City: 13561 Newport AveAffiliation Address: Not reportedEntity Title: L A Glory 661 Inc.Entity Name: Legal OwnerAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: L A GLORY 661 INCEntity Name: Parent CorporationAffiliation Type Desc: Not reportedAffiliation Phone: 92780Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: TustinAffiliation City: 13561 Newport AveAffiliation Address: Not reportedEntity Title: Tony Mansour, TM EnvironmentalEntity Name: Environmental ContactAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: TONY MANSOUREntity Name: Document PreparerAffiliation Type Desc: (714) 730-7934Affiliation Phone: 92780Affiliation Zip: United StatesAffiliation Country: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 254 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 92780Facility Zip: CAFacility State: Not reportedFacility County: TUSTINFacility City: Not reportedFacility Address 2: 13561 NEWPORT AVEFacility Address: GOOD LUCK INC DBA TUSTIN AUTO WASH 76 GAS STATIONFacility Name: 2020-06-30 00:00:00Inactive Date: 2013-10-01 08:57:44.22700Issued EPA ID Date: Other Gasoline StationsNAICS Description: 44719NAICS Code: 2013-10-01 08:57:44.250Create Date: CAL000389827EPA ID: NAICS: TUSTIN, CA 92780City,State,Zip: Not reportedContact Address 2: 13561 NEWPORT AVEContact Address: NASEER AHAMEDContact Name: TUSTIN, CA 927800000Owner City,State,Zip: Not reportedOwner Address 2: 13561 NEWPORT AVEOwner Address: HUSEIN AHAMEDOwner Name: TUSTIN, CA 927800000Mailing City,State,Zip: Not reportedMailing Address 2: 13561 NEWPORT AVEMailing Address: Not reportedMailing Name: 01/04/2021Last Act Date: 10/01/2013Create Date: 06/30/2020Inactive Date: CAL000389827EPA ID: TUSTIN, CA 92780City,State,Zip: Not reportedAddress 2: 13561 NEWPORT AVEAddress: GOOD LUCK INC DBA TUSTIN AUTO WASH 76 GAS STATIONName: HWTS: (714) 730-7934Affiliation Phone: 92780Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: TustinAffiliation City: 13561 Newport AveAffiliation Address: Not reportedEntity Title: ZHENGXIAN SONGEntity Name: Property OwnerAffiliation Type Desc: (251) 216-6666Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: L A GLORY 661 INC. (Continued)U003778925 TC6651002.2s Page 255 DRAFT MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation adverse impact on receiving biota, can cause aesthetic impairment to a Moderate Threat to Water Quality. A violation could have a majorTreat To Water: The facility is not a POTW.POTW: No reclamation requirements associated with this facility.Reclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: applicable DOHS standards. ignitable or reactive substances and must be managed according to Hazardous/Influent or Solid Wastes that contain toxic, corrosive,Primary Waste Type: Contaminated Ground WaterWaste2: Not reportedWaste Type2: CNWTRSPrimary Waste: applicable DOHS standards. ignitable or reactive substances and must be managed according to Hazardous/Influent or Solid Wastes that contain toxic, corrosive,Primary Waste Type: Not reportedSIC Code 2: 5541SIC Code: PrivateAgency Type: 7145444000Agency Telephone: KENNETH A. DARTAgency Contact: TUSTIN 927817996Agency City,St,Zip: PO BOX 1996Agency Address: GREENWOOD CARLAgency Name: KENNETH A. DARTFacility Contact: 7145444000Facility Telephone: 8Subregion: are assigned by the Regional Board CAG918001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 303450001Facility ID: TUSTINCity: 395 W FIRST STAddress: GW CLEANUP-TUSTIN FIRSTName: WDS: RO0001578Record ID: 10/28/2010Date Closed: Gasoline-Automotive (motor gasoline and additives), leaded & unleadedReleased Substance: 99UT022Facility Id: ORANGERegion: TUSTIN, CA 92780City,State,Zip: 395 W FIRST STAddress: SUPER STOPName: ORANGE CO. LUST: 1907 ft. Site 2 of 2 in cluster M 0.361 mi. Relative: Higher Actual: 142 ft. 1/4-1/2 TUSTIN, CA 92780 WSW WDS395 W FIRST ST N/A M55 LUSTSUPER STOP S106203465 TC6651002.2s Page 256 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation products, solid wastes, and sewage pump out facilities. treatment systems that are complex, such as marinas with petroleum disposal), or any Class II or III disposal site, or facilities without waste treatment system (except for septic systems with subsurface Category B - Any facility having a physical, chemical, or biologicalComplexity: from a waste treatment facility. or municipal water supply. Awsthetic impairment would include nuisance significant human population, or render unusable a potential domestic SUPER STOP (Continued)S106203465 6.95, Section(s) 25505(a)(4) HSC 6.95 25505(a)(4) - California Health and Safety Code, ChapterCitation: 01-25-2018Violation Date: Chipotle Mexican Grill #472Site Name: 18807Site ID: Violations: Chemical Storage FacilitiesCERS Description: 10506481CERS ID: 18807Site ID: TUSTIN, CA 92780City,State,Zip: 13348 NEWPORT AVEAddress: CHIPOTLE MEXICAN GRILL #472Name: CERS: 083001807TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 13348edr_fadd1: UNOCAL #5386edr_fname: HIST CORTESE: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: TUSTIN 92680Mailing City,St,Zip: Not reportedMailing Address 2: 911 WILSHIRE BLVD STE 10Mailing Address: Not reportedMail To: 7145440780Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30001140Facility ID: CA FID UST: 1950 ft. Site 4 of 5 in cluster L 0.369 mi. Relative: Lower Actual: 127 ft. 1/4-1/2 CERSTUSTIN, CA 92680 ESE HIST CORTESE13348 NEWPORT AVE N/A L56 CA FID USTUNOCAL #5386 U002096418 TC6651002.2s Page 257 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Read/review 2015 HMBEP. Accepted.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-22-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: 2016 Annual Review: Accepted. Minor correction: Storage TempEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-14-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: chemical. Reviewed and accepted HMBEP submittal. Facility has disclosed 1 Facility is in compliance with the 2018 reporting requirement.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-28-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: documents were accepted. reporting requirement. Facility has disclosed 1 chemical. All Reviewed HMBEP submittal. Facility has complied with 2017 HMBEPEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-28-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Routine done by local agencyEval Type: YesViolations Found: 01-24-2018Eval Date: Compliance Evaluation InspectionEval General Type: Evaluation: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: employee training on hazardous materials. were not available for review. Submit to this agency records of annual Returned to compliance on 08/13/2018. Annual employee training recordsViolation Notes: records for a minimum of three years. hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Failure to provide initial and annual training to all employees inViolation Description: UNOCAL #5386 (Continued)U002096418 TC6651002.2s Page 258 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Jose. to be completed by year end and records submitted to this agency per training records for 2019 available for review. C02 training for 2020 response and contact information is available for review. Safety materials were observed today: - 450 pound dewar of C02 Emergency hazardous materials storage area. The following reportable hazardous the facility was completed with Jose Lorenzo Hernandez. Observed the On site for a routine hazardous materials inspection. An inspection ofEval Notes: Routine done by local agencyEval Type: NoViolations Found: 12-14-2020Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: I239 abated. No outstanding violations. Response/Carbon Dioxide training dated 8/6/18 and 8/7/18. Violation This agency received the employee signature log for EmergencyEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-13-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: employees have received annual training. Correct violation by 8/31/18. provided to this agency. Submit records to this agency to confirm materials/business emergency plan training records have not been The following violation remains outstanding: I239 - Annual hazardousEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-31-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Elevate violation to class 2. Change comply by date to 8/31/18.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-31-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-19-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: UNOCAL #5386 (Continued)U002096418 TC6651002.2s Page 259 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Property OwnerAffiliation Type Desc: (714) 665-6730Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Chipotle Mexican Grill #472Entity Name: OperatorAffiliation Type Desc: (303) 595-4000Affiliation Phone: 43218Affiliation Zip: United StatesAffiliation Country: OHAffiliation State: ColumbusAffiliation City: PO BOX 182566Affiliation Address: Not reportedEntity Title: Chipotle Mexican Grill, Inc.Entity Name: Legal OwnerAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: David ColettiEntity Name: Document PreparerAffiliation Type Desc: Affiliation: -117.814600Longitude: 33.745030Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10506481Program ID: HMBPEnv Int Type Code: Chipotle Mexican Grill #472Facility Name: 18807Site ID: Coordinates: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: training dated December 2020. Received copy of the employee signature log for the annual C02Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-30-2020Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: UNOCAL #5386 (Continued)U002096418 TC6651002.2s Page 260 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Chipotle Mexican GrillEntity Name: Parent CorporationAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Licensing CoordinatorEntity Title: David ColettiEntity Name: Identification SignerAffiliation Type Desc: Not reportedAffiliation Phone: 43218Affiliation Zip: Not reportedAffiliation Country: OHAffiliation State: COLUMBUSAffiliation City: PO BOX 182566Affiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: 43218Affiliation Zip: Not reportedAffiliation Country: OHAffiliation State: ColumbusAffiliation City: PO BOX 182566Affiliation Address: Not reportedEntity Title: Tim LuskinEntity Name: Environmental ContactAffiliation Type Desc: (619) 275-4685Affiliation Phone: 92110Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: San DiegoAffiliation City: 1524 Dorcas StreetAffiliation Address: Not reportedEntity Title: JCM Tom Company, LLCEntity Name: UNOCAL #5386 (Continued)U002096418 TC6651002.2s Page 261 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (714) 433-6406Affiliation Phone: UNOCAL #5386 (Continued)U002096418 MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: 45Max MTBE GW: 12/30/2003MTBE Date: -117.8148329Longitude: 33.7451049Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: =GW Qualifies: Not reportedEnter Date: 9/20/1991Date Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 9/20/1991Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605901349Global ID: UnknownLeak Source: UnknownLeak Cause: Other MeansHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Other ground water affectedCase Type: 91UT131Local Case Num: 083001807TCase Number: Post remedial action monitoringFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 13348 NEWPORT AVEAddress: UNOCALName: LUST REG 8: 1950 ft. Site 5 of 5 in cluster L 0.369 mi. Relative: Lower Actual: 127 ft. 1/4-1/2 TUSTIN, CA 92680 ESE 13348 NEWPORT AVE N/A L57 LUSTUNOCAL S105774197 TC6651002.2s Page 262 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: AMStaff Initials: NOMStaff: *MTBE Class: UNOCAL (Continued)S105774197 ORANGE COUNTY LOPOrganization Name: GENIECE HIGGINSContact Name: Local Agency CaseworkerContact Type: T0605902351Global Id: LUST: submitted by consultants for the responsible party. accuracy of any professional interpretations provided in reports GeoTracker for site history. Orange County is not responsible for the Please refer to recent Site Documents or Monitoring Reports inSite History: MTBE / TBA / Other Fuel Oxygenates, GasolinePotential Contaminants of Concern: water supply Aquifer used for drinking water supply, Soil, Well used for drinkingPotential Media Affect: 99UT049Local Case Number: Local AgencyFile Location: ORANGE COUNTY LOPLocal Agency: 083003629TRB Case Number: GHCase Worker: 11/07/2019Status Date: Completed - Case ClosedStatus: -117.818429Longitude: 33.742443723Latitude: T0605902351Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605902351Geo Track: LUST Cleanup SiteCase Type: ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92780City,State,Zip: 535 MAINAddress: TUSTIN AUTO WASHName: LUST: RO0002311Record ID: 11/04/2019Date Closed: Gasoline-Automotive (motor gasoline and additives), leaded & unleadedReleased Substance: 99UT049Facility Id: ORANGERegion: TUSTIN, CA 92780City,State,Zip: 535 E MAIN STAddress: TUSTIN AUTO WASHName: ORANGE CO. LUST: 1991 ft.CERSSite 2 of 2 in cluster N 0.377 mi.HIST CORTESE Relative: Lower Actual: 125 ft. 1/4-1/2 CorteseTUSTIN, CA 92780 SSE CA FID UST535 MAIN N/A N58 LUSTTUSTIN AUTO WASH U001743139 TC6651002.2s Page 263 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 04/24/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 04/23/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 05/21/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff Letter - #2Action: 05/22/2007Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 05/26/2006Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 09/17/2007Date: ENFORCEMENTAction Type: T0605902351Global Id: Leak BeganAction: 09/10/1999Date: OtherAction Type: T0605902351Global Id: Site Visit / Inspection / SamplingAction: 06/30/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: LUST: 9513206375Phone Number: rose.scott@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ROSE SCOTTContact Name: Regional Board CaseworkerContact Type: T0605902351Global Id: 7144336260Phone Number: ghiggins@ochca.comEmail: SANTA ANACity: 1241 EAST DYER ROAD SUITE 120Address: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 264 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 03/18/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 03/13/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 08/25/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 07/15/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: Email CorrespondenceAction: 05/18/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: MeetingAction: 08/05/2014Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 08/04/2014Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 02/23/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 02/13/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 05/20/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 06/16/2011Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 10/06/2017Date: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 265 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 06/13/2008Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 05/16/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 02/03/2017Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 07/13/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: Other Report / DocumentAction: 06/11/2007Date: RESPONSEAction Type: T0605902351Global Id: Remedial Progress ReportAction: 06/22/2007Date: RESPONSEAction Type: T0605902351Global Id: Remedial Progress ReportAction: 01/22/2007Date: RESPONSEAction Type: T0605902351Global Id: Leak DiscoveryAction: 09/10/1999Date: OtherAction Type: T0605902351Global Id: CUF5YAction: 08/07/2014Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 08/26/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: Verbal CommunicationAction: 03/17/2015Date: ENFORCEMENTAction Type: T0605902351Global Id: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 266 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation State Water Board Closure Order - #WQO_2019_0002_USTAction: 01/31/2019Date: ENFORCEMENTAction Type: T0605902351Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 08/07/2014Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 06/12/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 04/28/2017Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 10/03/2017Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 06/13/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: MeetingAction: 05/17/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 04/02/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 01/24/2017Date: ENFORCEMENTAction Type: T0605902351Global Id: Notification - Public Notice of Case ClosureAction: 08/02/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 10/22/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff Letter - #1Action: 05/22/2007Date: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 267 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605902351Global Id: Request for Closure - Regulator RespondedAction: 05/20/2016Date: RESPONSEAction Type: T0605902351Global Id: Soil and Water Investigation Workplan - Regulator RespondedAction: 04/06/2016Date: RESPONSEAction Type: T0605902351Global Id: Staff LetterAction: 02/10/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 11/22/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: Request for Closure - Regulator RespondedAction: 12/23/2015Date: RESPONSEAction Type: T0605902351Global Id: Well Installation Workplan - Regulator RespondedAction: 03/02/2015Date: RESPONSEAction Type: T0605902351Global Id: Leak ReportedAction: 08/18/1999Date: OtherAction Type: T0605902351Global Id: File reviewAction: 04/19/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 07/31/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: State Water Board Closure OrderAction: 08/03/2018Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 10/04/2017Date: ENFORCEMENTAction Type: T0605902351Global Id: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 268 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 02/18/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 06/01/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 05/23/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 06/30/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 03/02/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 02/25/2009Date: ENFORCEMENTAction Type: T0605902351Global Id: File Review - ClosureAction: 07/29/2019Date: ENFORCEMENTAction Type: T0605902351Global Id: File Review - ClosureAction: 06/27/2019Date: ENFORCEMENTAction Type: T0605902351Global Id: MeetingAction: 12/21/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 12/20/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 10/25/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 03/06/2019Date: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 269 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605902351Global Id: Notice to ComplyAction: 08/18/2011Date: ENFORCEMENTAction Type: T0605902351Global Id: Notice to ComplyAction: 12/17/2010Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 12/17/2010Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 09/12/2007Date: ENFORCEMENTAction Type: T0605902351Global Id: Closure/No Further Action LetterAction: 11/04/2019Date: ENFORCEMENTAction Type: T0605902351Global Id: Soil Vapor Intrusion Investigation Workplan - Regulator RespondedAction: 11/04/2016Date: RESPONSEAction Type: T0605902351Global Id: Staff LetterAction: 09/30/2008Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 12/23/2008Date: ENFORCEMENTAction Type: T0605902351Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 06/02/2010Date: ENFORCEMENTAction Type: T0605902351Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 09/28/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: Email CorrespondenceAction: 06/28/2016Date: ENFORCEMENTAction Type: T0605902351Global Id: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 270 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605902351Global Id: 06/15/2007Status Date: Open - RemediationStatus: T0605902351Global Id: 09/10/1999Status Date: Open - Site AssessmentStatus: T0605902351Global Id: 08/18/1999Status Date: Open - Case Begin DateStatus: T0605902351Global Id: LUST: File reviewAction: 03/20/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 05/14/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: Notification - Public Notice of ROD/RAP/CAPAction: 02/17/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: Site Visit / Inspection / SamplingAction: 02/24/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 02/29/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: Warning LetterAction: 06/24/2011Date: ENFORCEMENTAction Type: T0605902351Global Id: Staff LetterAction: 01/23/2012Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 11/08/2011Date: ENFORCEMENTAction Type: T0605902351Global Id: File reviewAction: 11/07/2011Date: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 271 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 535edr_fadd1: TUSTIN AUTO WASHedr_fname: HIST CORTESE: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605902351Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92780City,State,Zip: 535 MAINAddress: TUSTIN AUTO WASHName: CORTESE: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: TUSTIN 92680Mailing City,St,Zip: Not reportedMailing Address 2: 535 E MAIN STMailing Address: Not reportedMail To: 7148383134Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30003472Facility ID: CA FID UST: 11/07/2019Status Date: Completed - Case ClosedStatus: T0605902351Global Id: 08/05/2014Status Date: Open - Site AssessmentStatus: TUSTIN AUTO WASH (Continued)U001743139 TC6651002.2s Page 272 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7144336260Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 EAST DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: GENIECE HIGGINS - ORANGE COUNTY LOPEntity Name: Local Agency CaseworkerAffiliation Type Desc: 9513206375Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 MAIN STREET, SUITE 500Affiliation Address: Not reportedEntity Title: ROSE SCOTT - SANTA ANA RWQCB (REGION 8)Entity Name: Regional Board CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605902351CERS ID: 187809Site ID: TUSTIN, CA 92780City,State,Zip: 535 MAINAddress: TUSTIN AUTO WASHName: CERS: 083003629TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92780City,State,Zip: TUSTIN AUTO WASH (Continued)U001743139 ORANGE COUNTY LOPLead Agency: TUSTIN, CA 92680City,State,Zip: 13662 NEWPORTAddress: EDS ARCO STATIONName: LUST: RO0001457Record ID: 04/13/1990Date Closed: Gasoline-Automotive (motor gasoline and additives), leaded & unleadedReleased Substance: 89UT100Facility Id: ORANGERegion: TUSTIN, CA 92680City,State,Zip: 13662 NEWPORT AVEAddress: EDS ARCO STATIONName: ORANGE CO. LUST: 2330 ft. 0.441 mi.CERS Relative: Lower Actual: 123 ft. 1/4-1/2 HIST CORTESETUSTIN, CA 92680 SSE Cortese13662 NEWPORT N/A 59 LUSTEDS ARCO STATION S103943640 TC6651002.2s Page 273 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Letter - NoticeAction: 06/13/1989Date: ENFORCEMENTAction Type: T0605900983Global Id: Closure/No Further Action LetterAction: 04/13/1990Date: ENFORCEMENTAction Type: T0605900983Global Id: Leak ReportedAction: 06/07/1989Date: OtherAction Type: T0605900983Global Id: Leak DiscoveryAction: 06/07/1989Date: OtherAction Type: T0605900983Global Id: LUST: 9517824903Phone Number: valerie.jahn-bull@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: VALERIE JAHN-BULLContact Name: Regional Board CaseworkerContact Type: T0605900983Global Id: 7144336262Phone Number: srajagopal@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: SHYAMALA RAJAGOPALContact Name: Local Agency CaseworkerContact Type: T0605900983Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: 89UT100Local Case Number: Local AgencyFile Location: ORANGE COUNTY LOPLocal Agency: 083001279TRB Case Number: SRCase Worker: 04/13/1990Status Date: Completed - Case ClosedStatus: -117.818031Longitude: 33.741696Latitude: T0605900983Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605900983Geo Track: LUST Cleanup SiteCase Type: EDS ARCO STATION (Continued)S103943640 TC6651002.2s Page 274 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.818206Longitude: 33.741786Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 4/13/1990Close Date: Not reportedEnforcement Date: 6/7/1989Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900983Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Soil onlyCase Type: 89UT100Local Case Num: 083001279TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 13662 NEWPORTAddress: EDS ARCO STATIONName: LUST REG 8: 04/13/1990Status Date: Completed - Case ClosedStatus: T0605900983Global Id: 06/07/1989Status Date: Open - Case Begin DateStatus: T0605900983Global Id: LUST: EDS ARCO STATION (Continued)S103943640 TC6651002.2s Page 275 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605900983CERS ID: 224097Site ID: TUSTIN, CA 92680City,State,Zip: 13662 NEWPORTAddress: EDS ARCO STATIONName: CERS: 083001279TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 13662 NEWPORTedr_fadd1: ARCO #3132edr_fname: HIST CORTESE: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: COMPLETED - CASE CLOSEDCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605900983Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 13662 NEWPORTAddress: EDS ARCO STATIONName: CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: AMStaff Initials: VJJStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: EDS ARCO STATION (Continued)S103943640 TC6651002.2s Page 276 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9517824903Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 MAIN STREET, SUITE 500Affiliation Address: Not reportedEntity Title: VALERIE JAHN-BULL - SANTA ANA RWQCB (REGION 8)Entity Name: Regional Board CaseworkerAffiliation Type Desc: 7144336262Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1241 E. DYER ROAD SUITE 120Affiliation Address: Not reportedEntity Title: SHYAMALA RAJAGOPAL - ORANGE COUNTY LOPEntity Name: Local Agency CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: EDS ARCO STATION (Continued)S103943640 NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8108Longitude: 33.74885Latitude: Not ApplicableFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: Not reportedSenate: 70Assembly: Cleanup CypressDivision Branch: Referred - Not AssignedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: EvaluationSite Type Detailed: EvaluationSite Type: Not reportedSite Code: 05/04/2004Status Date: Refer: 1248 Local AgencyStatus: 30530001Facility ID: TUSTIN, CA 92780City,State,Zip: 13052 NEWPORT AVENUEAddress: PROPOSED WALGREEN PHARMACYName: ENVIROSTOR: CERS 2799 ft.HIST CORTESE 0.530 mi.Cortese Relative: Lower Actual: 136 ft. 1/2-1 CA FID USTTUSTIN, CA 92680 East LUST13052 NEWPORT AVE N/A 60 ENVIROSTORCHEVRON #9-8149 U001559811 TC6651002.2s Page 277 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation submitted by consultants for the responsible party. accuracy of any professional interpretations provided in reports GeoTracker for site history. Orange County is not responsible for the Please refer to recent Site Documents or Monitoring Reports inSite History: Aviation, Gasoline, MTBE / TBA / Other Fuel OxygenatesPotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: Not reportedLocal Case Number: Local Agency WarehouseFile Location: Not reportedLocal Agency: 083002199TRB Case Number: RSCase Worker: 10/30/2014Status Date: Open - Verification MonitoringStatus: -117.8112557Longitude: 33.7487298Latitude: T0605901622Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901622Geo Track: LUST Cleanup SiteCase Type: SANTA ANA RWQCB (REGION 8)Lead Agency: TUSTIN, CA 92780City,State,Zip: 13052 NEWPORTAddress: CHEVRON #9-8149Name: LUST: RO0002645Record ID: 10/19/2016Date Closed: Gasoline-Automotive (motor gasoline and additives), leaded & unleadedReleased Substance: 93UT069Facility Id: ORANGERegion: TUSTIN, CA 92780City,State,Zip: 13052 NEWPORT AVEAddress: CHEVRON #9-8149Name: ORANGE CO. LUST: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30530001Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 278 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 11/23/1992Date: OtherAction Type: T0605901622Global Id: Staff LetterAction: 10/30/2014Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 02/23/2015Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 09/26/2014Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 10/10/2018Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 04/08/2015Date: ENFORCEMENTAction Type: T0605901622Global Id: Leak BeganAction: 11/23/1992Date: OtherAction Type: T0605901622Global Id: Historic FilesAction: 02/03/2021Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 07/02/2004Date: ENFORCEMENTAction Type: T0605901622Global Id: LUST: 9513206375Phone Number: rose.scott@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ROSE SCOTTContact Name: Regional Board CaseworkerContact Type: T0605901622Global Id: LUST: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 279 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605901622Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 07/07/2020Date: ENFORCEMENTAction Type: T0605901622Global Id: MeetingAction: 04/22/2020Date: ENFORCEMENTAction Type: T0605901622Global Id: Request for Closure - Regulator RespondedAction: 08/07/2014Date: RESPONSEAction Type: T0605901622Global Id: Leak ReportedAction: 11/23/1992Date: OtherAction Type: T0605901622Global Id: Email CorrespondenceAction: 11/27/2017Date: ENFORCEMENTAction Type: T0605901622Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 02/09/2015Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 11/21/2018Date: ENFORCEMENTAction Type: T0605901622Global Id: MeetingAction: 05/24/2018Date: ENFORCEMENTAction Type: T0605901622Global Id: Soil Vapor Extraction (SVE)Action: 06/07/2004Date: REMEDIATIONAction Type: T0605901622Global Id: Staff LetterAction: 07/11/2018Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 07/13/2009Date: ENFORCEMENTAction Type: T0605901622Global Id: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 280 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 12/21/2010Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 12/21/2010Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 06/20/2007Date: ENFORCEMENTAction Type: T0605901622Global Id: Historic FilesAction: 02/03/2021Date: ENFORCEMENTAction Type: T0605901622Global Id: Soil Vapor Intrusion Investigation Report - Regulator RespondedAction: 06/30/2004Date: RESPONSEAction Type: T0605901622Global Id: Soil Vapor Intrusion Investigation Workplan - Regulator RespondedAction: 05/30/2004Date: RESPONSEAction Type: T0605901622Global Id: Request for Closure - Regulator RespondedAction: 09/21/2016Date: RESPONSEAction Type: T0605901622Global Id: File reviewAction: 05/19/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Site Visit / Inspection / SamplingAction: 02/11/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 05/16/2018Date: ENFORCEMENTAction Type: T0605901622Global Id: Soil Vapor Intrusion Investigation Workplan - Regulator RespondedAction: 08/30/2018Date: RESPONSEAction Type: T0605901622Global Id: Referral to Regional BoardAction: 10/19/2016Date: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 281 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 11/07/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 03/11/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Site Visit / Inspection / SamplingAction: 06/13/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 06/24/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 03/30/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 06/07/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Site Visit / Inspection / SamplingAction: 06/07/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 06/24/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 02/10/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 10/06/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 10/18/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 282 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10/30/2014Status Date: Open - Verification MonitoringStatus: T0605901622Global Id: 12/21/2010Status Date: Open - Site AssessmentStatus: T0605901622Global Id: 06/07/2004Status Date: Open - RemediationStatus: T0605901622Global Id: 03/28/2003Status Date: Open - Assessment & Interim Remedial ActionStatus: T0605901622Global Id: 09/03/1993Status Date: Open - Site AssessmentStatus: T0605901622Global Id: 11/23/1992Status Date: Open - Case Begin DateStatus: T0605901622Global Id: LUST: File reviewAction: 03/23/2012Date: ENFORCEMENTAction Type: T0605901622Global Id: Staff LetterAction: 02/08/2012Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 03/27/2012Date: ENFORCEMENTAction Type: T0605901622Global Id: MeetingAction: 12/01/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 11/22/2011Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 01/24/2012Date: ENFORCEMENTAction Type: T0605901622Global Id: File reviewAction: 11/21/2011Date: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 283 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: AMStaff Initials: RSStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8112557Longitude: 33.7487298Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: 11/23/1992Date Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 11/23/1992Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605901622Global ID: UnknownLeak Source: UnknownLeak Cause: Other MeansHow Stopped: OMHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Other ground water affectedCase Type: 93UT069Local Case Num: 083002199TCase Number: Remediation PlanFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TUSTINCity: 13052 NEWPORT AVEAddress: CHEVRON #9-8149Name: LUST REG 8: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 284 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 13052edr_fadd1: TREASURE FARMS MAIN YARDedr_fname: HIST CORTESE: Active OpenFile Name: Not reportedWaste Management Uit Name: Not reportedSolid Waste Id No: Not reportedWID Id: Not reportedRegion 2: Not reportedEffective Date: Not reportedWaste Discharge System No: Not reportedOrder No: activeFlag: Not reportedSwat R: Not reportedEnf Type: Not reportedOwner: Not reportedLongitude: Not reportedLatitude: Not reportedSite Code: Not reportedStatus Date: OPEN - VERIFICATION MONITORINGCleanup Status: LUST CLEANUP SITESite/Facility Type: T0605901622Global ID: Not reportedEnvirostor Id: CORTESERegion: TUSTIN, CA 92780City,State,Zip: 13052 NEWPORTAddress: CHEVRON #9-8149Name: CORTESE: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: TUSTIN 92680Mailing City,St,Zip: Not reportedMailing Address 2: 1300 S BCH BLVD / P O BOX 2Mailing Address: Not reportedMail To: 7145551212Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30001361Facility ID: CA FID UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: CHEVRON #9-8149 (Continued)U001559811 TC6651002.2s Page 285 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9513206375Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: CAAffiliation State: RIVERSIDEAffiliation City: 3737 MAIN STREET, SUITE 500Affiliation Address: Not reportedEntity Title: ROSE SCOTT - SANTA ANA RWQCB (REGION 8)Entity Name: Regional Board CaseworkerAffiliation Type Desc: Affiliation: Leaking Underground Storage Tank Cleanup SiteCERS Description: T0605901622CERS ID: 239887Site ID: TUSTIN, CA 92780City,State,Zip: 13052 NEWPORTAddress: CHEVRON #9-8149Name: CERS: 083002199TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: TUSTIN, CA 92680City,State,Zip: 13052edr_fadd1: CHEVRON #9-8149edr_fname: 083002666TReg Id: CHEVRON #9-8149 (Continued)U001559811 Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71002574Facility ID: SANTA ANA, CA 92705City,State,Zip: 1001 N. TUSTIN AVENUEAddress: WESTERN MEDICAL CENTER - SANTA ANAName: ENVIROSTOR: HWTS CERS HAZNET EMI CERS TANKS 4331 ft.CA FID UST 0.820 mi.HIST UST Relative: Higher Actual: 162 ft. 1/2-1 SWEEPS USTSANTA ANA, CA 92705 WNW CERS HAZ WASTE1001 N TUSTIN N/A 61 ENVIROSTORWESTERN MEDICAL CTR (EIS USE)1000403038 TC6651002.2s Page 286 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTank Status: 30-020-000218-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 218Comp Number: Not reportedStatus: SANTA ANACity: 1001 N TUSTIN AVEAddress: WESTERN MEDICAL CENTERName: SWEEPS UST: Hazardous Waste GeneratorCERS Description: 10558528CERS ID: 413556Site ID: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTIN AVEAddress: ORANGE COUNTY GLOBAL MEDICAL CENTERName: CERS HAZ WASTE: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71002574Alias Name: EPA Identification NumberAlias Type: CAD076061464Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8341Longitude: 33.75312Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 34Senate: 69Assembly: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 287 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CA FID UST: Click here for Geo Tracker PDF: Stock InventorLeak Detection: 3/8Container Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00030000Tank Capacity: 1972Year Installed: 1Container Num: 001Tank Num: 0001Total Tanks: SANTA ANA, CA 92705Owner City,St,Zip: 1001 N. TUSTIN AVENUEOwner Address: WESTERN MEDICAL CENTEROwner Name: 7148353555Telephone: WAYNE SCHROEDERContact Name: HOSPITALOther Type: OtherFacility Type: 00000044278Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0001F0FF.pdfURL: 0001F0FFFile Number: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTIN AVENUEAddress: WESTERN MEDICAL CENTERName: HIST UST: 1Number Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 01-28-94Active Date: 12000Capacity: ATank Status: 30-020-000218-000002SWRCB Tank Id: Not reportedOwner Tank Id: 07-31-88Created Date: 02-28-92Action Date: 02-28-92Referral Date: Not reportedBoard Of Equalization: 1Number: 218Comp Number: ActiveStatus: SANTA ANACity: 1001 N TUSTIN AVEAddress: WESTERN MEDICAL CENTERName: 1Number Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 30000Capacity: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 288 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8062SIC Code: SCAir District Name: 4615Facility ID: SCAir Basin: 30County Code: 1990Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTIN AVAddress: WESTERN MEDICAL CTR, UNIT 1Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 5NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 4615Facility ID: SCAir Basin: 30County Code: 1987Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTIN AVAddress: WESTERN MEDICAL CTR, UNIT 1Name: EMI: Underground Storage TankCERS Description: 10558528CERS ID: 413556Site ID: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTIN AVEAddress: ORANGE COUNTY GLOBAL MEDICAL CENTERName: CERS TANKS: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: SANTA ANA 92705Mailing City,St,Zip: Not reportedMailing Address 2: 1001 N TUSTIN AVEMailing Address: Not reportedMail To: 7148353555Facility Phone: Not reportedSIC Code: Not reportedCortese Code: 00044278Regulated ID: UTNKARegulated By: 30000334Facility ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 289 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCAir Basin: 30County Code: 1997Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: SCAir Basin: 30County Code: 1996Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 3Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: SCAir Basin: 30County Code: 1990Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 290 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 10Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: SCAir Basin: 30County Code: 1999Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 3Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: SCAir Basin: 30County Code: 1998Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 10Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 291 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAL000316673Gepaid: 2019Year: 0.01450Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: CAD008364432TSD EPA ID: CAL000316673Gepaid: 2019Year: 1001 N TUSTIN AVEMailing Address: Not reportedMailing Name: 7149533500Telephone: KYLE HOURANEYContact: SANTA ANA, CA 927053502City,State,Zip: Not reportedAddress 2: 1001 N TUSTIN AVEAddress: ORANGE COUNTY GLOBAL MEDICAL CENTERName: HAZNET: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 10Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: SCAir Basin: 30County Code: 2001Year: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 10Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 8062SIC Code: SCAir District Name: 800211Facility ID: SCAir Basin: 30County Code: 2000Year: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 292 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.0055Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method: 331 - Off-specification, aged or surplus organicsCA Waste Code: CAD008364432TSD EPA ID: CAL000316673Gepaid: 2017Year: 0.86350Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelDisposal Method: 551 - Laboratory waste chemicalsCA Waste Code: NED981723513TSD EPA ID: CAL000316673Gepaid: 2018Year: 8.05000Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method: 151 - Asbestos containing wasteCA Waste Code: CAD009007626TSD EPA ID: CAL000316673Gepaid: 2018Year: 0.23100Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method: percent 134 - Aqueous solution with total organic residues less than 10CA Waste Code: CAT080013352TSD EPA ID: CAL000316673Gepaid: 2018Year: 0.12250Tons: -Disposal Method: 551 - Laboratory waste chemicalsCA Waste Code: UTD981552177TSD EPA ID: CAL000316673Gepaid: 2018Year: 0.73250Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelDisposal Method: 551 - Laboratory waste chemicalsCA Waste Code: UTD981552177TSD EPA ID: CAL000316673Gepaid: 2018Year: 0.58600Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelDisposal Method: 551 - Laboratory waste chemicalsCA Waste Code: UTD981552177TSD EPA ID: CAL000316673Gepaid: 2019Year: 0.41050Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelDisposal Method: 551 - Laboratory waste chemicalsCA Waste Code: NED981723513TSD EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 293 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.0055Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: P016RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: RHO-CHEM LLCTrans Name: CAD008364432TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INC (LA)Trans Name: MNS000110924Trans EPA ID: 018247372JJKManifest ID: 20171228Receipt Date: 8/7/2018 18:30:34Creation Date: 20171221Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 265Waste Quantity: 0.1325Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: CLEAN HARBORS KIMBALLTSDF Alt Name: NED981723513TSDF Alt EPA ID: CLEAN HARBORS ARAGONITE LLCTrans Name: UTD981552177TSDF EPA ID: CLEANHARBORS ENV SERVICESTrans 2 Name: MAD039322250Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INC (LA)Trans Name: MNS000110924Trans EPA ID: 018247373JJKManifest ID: 20180105Receipt Date: 10/27/2018 18:30:26Creation Date: 20171221Shipment Date: CAL000316673Gen EPA ID: 2017Year: Additional Info: 51 additional CA HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access 0.23Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method: 151 - Asbestos containing wasteCA Waste Code: CAD009007626TSD EPA ID: CAL000316673Gepaid: 2017Year: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 294 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 3Waste Quantity: 0.0015Quantity Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: US ECOLOGYTrans Name: NVT330010000TSDF EPA ID: ECTITrans 2 Name: CAR000049064Trans 2 EPA ID: JANUS CORPORATIONTrans Name: CAL000190758Trans EPA ID: 013289394JJKManifest ID: 20171113Receipt Date: 10/16/2018 18:30:37Creation Date: 20171103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 5Waste Quantity: 0.021Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: D001RCRA Code: 134 - Aqueous solution with <10% total organic residuesWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: DEMENNO KERDOONTrans Name: CAT080013352TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: CALIFORNIA HAZARDOUS SERVICES INCTrans Name: CAR000031211Trans EPA ID: 017497121JJKManifest ID: 20171115Receipt Date: 6/13/2018 18:31:23Creation Date: 20171114Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 11Waste Quantity: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 295 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: CALIFORNIA HAZARDOUS SERVICES INCTrans Name: CAR000031211Trans EPA ID: 017497037JJKManifest ID: 20171013Receipt Date: 6/13/2018 18:31:10Creation Date: 20171004Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 15Waste Quantity: 0.0075Quantity Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: US ECOLOGYTrans Name: NVT330010000TSDF EPA ID: ECTITrans 2 Name: CAR000049064Trans 2 EPA ID: JANUS CORPORATIONTrans Name: CAL000190758Trans EPA ID: 013289392JJKManifest ID: 20171019Receipt Date: 10/16/2018 18:30:28Creation Date: 20171011Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 546Waste Quantity: 0.273Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: CLEAN HARBORS KIMBALLTSDF Alt Name: NED981723513TSDF Alt EPA ID: CLEAN HARBORS ARAGONITE LLCTrans Name: UTD981552177TSDF EPA ID: CLEAN HARBORS ENV SERVICESTrans 2 Name: MAD039322250Trans 2 EPA ID: STERICYCLE SPECIALTY WASTE SOLUTIONS INC (LA)Trans Name: MNS000110924Trans EPA ID: 017400968JJKManifest ID: 20171023Receipt Date: 10/9/2018 18:30:56Creation Date: 20171017Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 296 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code: D008RCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: US ECOLOGYTrans Name: NVT330010000TSDF EPA ID: ECTITrans 2 Name: CAR000049064Trans 2 EPA ID: JANUS CORPORATIONTrans Name: CAL000190758Trans EPA ID: 014810486JJKManifest ID: 20170907Receipt Date: 10/5/2018 18:30:23Creation Date: 20170825Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code: D008RCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: US ECOLOGYTrans Name: NVT330010000TSDF EPA ID: ECTITrans 2 Name: CAR000049064Trans 2 EPA ID: JANUS CORPORATIONTrans Name: CAL000190758Trans EPA ID: 014810500JJKManifest ID: 20171004Receipt Date: 9/29/2018 18:30:10Creation Date: 20170915Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 55Waste Quantity: 0.231Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: D001RCRA Code: 134 - Aqueous solution with <10% total organic residuesWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: DEMENNO KERDOONTrans Name: CAT080013352TSDF EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 297 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 150Waste Quantity: 0.075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728839JJKManifest ID: 20110915Receipt Date: 11/12/2011 18:30:11Creation Date: 20110913Shipment Date: CAL000316673Gen EPA ID: 2011Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 40Waste Quantity: 0.02Quantity Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code: D008RCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: US ECOLOGYTrans Name: NVT330010000TSDF EPA ID: ECTITrans 2 Name: CAR000049064Trans 2 EPA ID: JANUS CORPORATIONTrans Name: CAL000190758Trans EPA ID: 014810459JJKManifest ID: 20170802Receipt Date: 9/28/2018 18:30:17Creation Date: 20170718Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Landfill( To Include On-Site Treatment And/Or Stabilization) WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 298 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 40Waste Quantity: 0.152Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728839JJKManifest ID: 20110915Receipt Date: 11/12/2011 18:30:11Creation Date: 20110913Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 100Waste Quantity: 0.33Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728839JJKManifest ID: 20110915Receipt Date: 11/12/2011 18:30:11Creation Date: 20110913Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 299 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 007299737JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20110404Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 40Waste Quantity: 0.152Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTON INCTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: CALIFORNIA HAZARDOUS SERVICESTrans Name: CAR000209023Trans EPA ID: 008368195JJKManifest ID: 20110816Receipt Date: 10/19/2011 18:30:31Creation Date: 20110815Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 30Waste Quantity: 0.015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728839JJKManifest ID: 20110915Receipt Date: 11/12/2011 18:30:11Creation Date: 20110913Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 300 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 007299737JJKManifest ID: 20110406Receipt Date: 8/15/2012 16:24:28Creation Date: 20110404Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 30Waste Quantity: 0.015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 007299737JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20110404Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 301 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 100Waste Quantity: 0.38Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 007299737JJKManifest ID: 20110406Receipt Date: 8/15/2012 16:24:28Creation Date: 20110404Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 150Waste Quantity: 0.075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 007299737JJKManifest ID: 20110406Receipt Date: 8/15/2012 16:24:28Creation Date: 20110404Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 302 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 10Waste Quantity: 0.038Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002347328JJKManifest ID: 20090923Receipt Date: 12/30/2010 9:08:42Creation Date: 20090918Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002347328JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20090918Shipment Date: CAL000316673Gen EPA ID: 2009Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 303 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005361758JJKManifest ID: 20090513Receipt Date: 12/30/2010 9:06:03Creation Date: 20090508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002347328JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20090918Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 165Waste Quantity: 0.5445Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002347328JJKManifest ID: 20090923Receipt Date: 12/30/2010 9:08:42Creation Date: 20090918Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 304 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005361758JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20090508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 40Waste Quantity: 0.152Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005361758JJKManifest ID: 20090513Receipt Date: 12/30/2010 9:06:03Creation Date: 20090508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 50Waste Quantity: 0.21Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 135 - Unspecified aqueous solutionWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 305 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 300Waste Quantity: 0.15Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 223 - Unspecified oil-containing wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005361758JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20090508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 40Waste Quantity: 0.152Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005361758JJKManifest ID: 20090513Receipt Date: 12/30/2010 9:06:03Creation Date: 20090508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 100Waste Quantity: 0.05Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 306 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 150Waste Quantity: 0.495Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: 20080730Receipt Date: 8/15/2012 16:22:33Creation Date: 20080721Shipment Date: CAL000316673Gen EPA ID: 2008Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 30Waste Quantity: 0.015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D008RCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005361758JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20090508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 307 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 40Waste Quantity: 0.02Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D009RCRA Code: 725 - Liquids with mercury > 20 mg/lWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: 20080730Receipt Date: 8/15/2012 16:22:33Creation Date: 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 55Waste Quantity: 0.209Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: 20080730Receipt Date: 8/15/2012 16:22:33Creation Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 308 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: GQuantity Unit: 10Waste Quantity: 0.036Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: F003RCRA Code: 214 - Unspecified solvent mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: VEOLIA ES TECHNICAL SOLUTIONS LLCTrans Name: CAD008302903TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100053JJKManifest ID: 20080729Receipt Date: 8/15/2012 16:22:51Creation Date: 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D002Additional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D007RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 309 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 30Waste Quantity: 0.099Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: 20080730Receipt Date: 8/15/2012 16:22:33Creation Date: 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 150Waste Quantity: 0.075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004100011JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20080721Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 150Waste Quantity: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 310 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD982030173Trans EPA ID: 002378064JJKManifest ID: 20070801Receipt Date: 1/8/2008 18:30:16Creation Date: 20070727Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 100Waste Quantity: 0.33Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002378064JJKManifest ID: 20070801Receipt Date: 1/8/2008 18:30:16Creation Date: 20070727Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 90Waste Quantity: 0.297Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 004099893JJKManifest ID: 20071212Receipt Date: 3/5/2008 18:30:14Creation Date: 20071207Shipment Date: CAL000316673Gen EPA ID: 2007Year: Additional Info: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 311 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002129205JJKManifest ID: 20070314Receipt Date: 9/20/2007 18:30:30Creation Date: 20070308Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 5Waste Quantity: 0.019Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002129205JJKManifest ID: 20070314Receipt Date: 9/20/2007 18:30:30Creation Date: 20070308Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 30Waste Quantity: 0.015Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 141 - Off-specification, aged, or surplus inorganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 312 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 20Waste Quantity: 0.01Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002129205JJKManifest ID: 20070314Receipt Date: 9/20/2007 18:30:30Creation Date: 20070308Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 100Waste Quantity: 0.33Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 002129205JJKManifest ID: 20070314Receipt Date: 9/20/2007 18:30:30Creation Date: 20070308Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 100Waste Quantity: 0.05Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D008RCRA Code: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 313 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 110Waste Quantity: 0.374Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 343 - Unspecified organic liquid mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 012157409JJKManifest ID: 20140103Receipt Date: 4/7/2014 22:15:09Creation Date: 20131231Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.0033Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 012157409JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20131231Shipment Date: CAL000316673Gen EPA ID: 2013Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 314 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 012157409JJKManifest ID: 20140103Receipt Date: 4/7/2014 22:15:09Creation Date: 20131231Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 5Waste Quantity: 0.02085Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 223 - Unspecified oil-containing wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 012157409JJKManifest ID: 20140103Receipt Date: 4/7/2014 22:15:09Creation Date: 20131231Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 25Waste Quantity: 0.0125Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 012157409JJKManifest ID: 20140103Receipt Date: 4/7/2014 22:15:09Creation Date: 20131231Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 315 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: CLEAN HARBORS ENV SVSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 011134215JJKManifest ID: 20130528Receipt Date: 8/6/2013 22:15:08Creation Date: 20130520Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 141 - Off-specification, aged, or surplus inorganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: HAZMAT INCTrans Name: MOD981123391TSDF EPA ID: MAUMEE EXPRESS INCTrans 2 Name: NJD986607380Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 011439771JJKManifest ID: 20140210Receipt Date: 7/3/2014 22:15:07Creation Date: 20131231Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 316 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 275Waste Quantity: 0.1375Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 011439555JJKManifest ID: 20130522Receipt Date: 7/28/2013 22:15:09Creation Date: 20130520Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 30Waste Quantity: 0.1251Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 223 - Unspecified oil-containing wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 011439555JJKManifest ID: 20130522Receipt Date: 7/28/2013 22:15:09Creation Date: 20130520Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 317 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 150Waste Quantity: 0.495Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005726761JJKManifest ID: 20100915Receipt Date: 8/15/2012 16:23:25Creation Date: 20100909Shipment Date: CAL000316673Gen EPA ID: 2010Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 50Waste Quantity: 0.025Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: Not reportedRCRA Code: 513 - Empty containers less than 30 gallonsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 011439546JJKManifest ID: 20130522Receipt Date: 7/28/2013 22:15:09Creation Date: 20130520Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 318 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005726761JJKManifest ID: 20100915Receipt Date: 8/15/2012 16:23:25Creation Date: 20100909Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 150Waste Quantity: 0.075Quantity Tons: H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005726761JJKManifest ID: 20100915Receipt Date: 8/15/2012 16:23:25Creation Date: 20100909Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 50Waste Quantity: 0.025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005726761JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20100909Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 319 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728133JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20100401Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 30Waste Quantity: 0.114Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005726761JJKManifest ID: 20100915Receipt Date: 8/15/2012 16:23:25Creation Date: 20100909Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 300Waste Quantity: 0.15Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 320 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 40Waste Quantity: 0.02Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728133JJKManifest ID: 20100407Receipt Date: 8/15/2012 16:24:00Creation Date: 20100401Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 10Waste Quantity: 0.005Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728133JJKManifest ID: 20100407Receipt Date: 8/15/2012 16:24:00Creation Date: 20100401Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 20Waste Quantity: 0.01Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 321 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAL000316673Gen EPA ID: 2015Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 100Waste Quantity: 0.33Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728133JJKManifest ID: 20100407Receipt Date: 8/15/2012 16:24:00Creation Date: 20100401Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 15Waste Quantity: 0.0075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D009RCRA Code: 725 - Liquids with mercury > 20 mg/lWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ECOLOGY CONTROL INDUSTRIES (MONTCLAIR)Trans Name: CAD982030173Trans EPA ID: 005728133JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20100401Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 322 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033003JJKManifest ID: 20151124Receipt Date: 1/21/2016 22:16:16Creation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033003JJKManifest ID: 20151124Receipt Date: 1/21/2016 22:16:16Creation Date: 20151120Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 323 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: 20151213Receipt Date: 9/29/2016 18:33:11Creation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: 20151213Receipt Date: 9/29/2016 18:33:11Creation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 324 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20151103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 340Waste Quantity: 1.4178Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033711JJKManifest ID: 20151201Receipt Date: 5/12/2016 9:59:35Creation Date: 20151103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 325 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 014580177JJKManifest ID: 20150729Receipt Date: 10/1/2015 22:15:21Creation Date: 20150727Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 10Waste Quantity: 0.038Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033708JJKManifest ID: 20151106Receipt Date: 1/11/2016 22:16:27Creation Date: 20151103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 55Waste Quantity: 0.0275Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033708JJKManifest ID: 20151106Receipt Date: 1/11/2016 22:16:27Creation Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 326 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 008408981JJKManifest ID: 20121203Receipt Date: 2/14/2013 22:15:16Creation Date: 20121130Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 2Waste Quantity: 0.0066Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D001RCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS WILMINGTON LLCTrans Name: CAD044429835TSDF EPA ID: CLEAN HARBORS ENV SVSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 010615147JJKManifest ID: 20121217Receipt Date: 2/18/2013 22:15:20Creation Date: 20121130Shipment Date: CAL000316673Gen EPA ID: 2012Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 50Waste Quantity: 0.025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 327 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Waste Quantity: 0.019Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 008408981JJKManifest ID: 20121203Receipt Date: 2/14/2013 22:15:16Creation Date: 20121130Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 20Waste Quantity: 0.01Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 008408981JJKManifest ID: 20121203Receipt Date: 2/14/2013 22:15:16Creation Date: 20121130Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 15Waste Quantity: 0.0075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 328 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 55Waste Quantity: 0.0275Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 010210598JJKManifest ID: 20120612Receipt Date: 8/7/2012 22:15:26Creation Date: 20120611Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 181 - Other inorganic solid waste OrganicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 008408981JJKManifest ID: 20121203Receipt Date: 2/14/2013 22:15:16Creation Date: 20121130Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 329 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 010210599JJKManifest ID: 20120613Receipt Date: 8/7/2012 22:15:22Creation Date: 20120611Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 30Waste Quantity: 0.099Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 331 - Off-specification, aged, or surplus organicsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 010210598JJKManifest ID: 20120612Receipt Date: 8/7/2012 22:15:26Creation Date: 20120611Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: GQuantity Unit: 5Waste Quantity: 0.02085Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D011RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 010210600JJKManifest ID: 20120613Receipt Date: 8/7/2012 22:15:22Creation Date: 20120611Shipment Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 330 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: 20151213Receipt Date: 9/29/2016 18:33:11Creation Date: 20151120Shipment Date: CAL000316673Gen EPA ID: 2016Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: PQuantity Unit: 5Waste Quantity: 0.0025Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D011RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 010210599JJKManifest ID: 20120613Receipt Date: 8/7/2012 22:15:22Creation Date: 20120611Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 15Waste Quantity: 0.0075Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CROSBY & OVERTONTrans Name: CAD028409019TSDF EPA ID: Not reportedTrans 2 Name: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 331 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033003JJKManifest ID: 20151124Receipt Date: 1/21/2016 22:16:16Creation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: Not reportedReceipt Date: Not reportedCreation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: D001Additional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 332 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCreation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D002RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: 20151213Receipt Date: 9/29/2016 18:33:11Creation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 2Waste Quantity: 0.001Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033003JJKManifest ID: 20151124Receipt Date: 1/21/2016 22:16:16Creation Date: 20151120Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 333 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033708JJKManifest ID: 20151106Receipt Date: 1/11/2016 22:16:27Creation Date: 20151103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 55Waste Quantity: 0.0275Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033708JJKManifest ID: 20151106Receipt Date: 1/11/2016 22:16:27Creation Date: 20151103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 1Waste Quantity: 0.00417Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: Not reportedRCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033852JJKManifest ID: Not reportedReceipt Date: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 334 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 55Waste Quantity: 0.187Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 343 - Unspecified organic liquid mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 014580177JJKManifest ID: 20150729Receipt Date: 10/1/2015 22:15:21Creation Date: 20150727Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 340Waste Quantity: 1.4178Quantity Tons: H040 - Incineration--Thermal Destruction Other Than Use As A FuelMeth Code: D001RCRA Code: 551 - Laboratory waste chemicals 561 Detergent and soapWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: CLEAN HARBORS EL DORADO LLCTrans Name: ARD069748192TSDF EPA ID: CLEAN HARBORSTrans 2 Name: MAD039322250Trans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 015033711JJKManifest ID: 20151201Receipt Date: 5/12/2016 9:59:35Creation Date: 20151103Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 10Waste Quantity: 0.038Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 335 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 15Waste Quantity: 0.057Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 221 - Waste oil and mixed oilWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 013482056JJKManifest ID: 20141217Receipt Date: 3/6/2015 22:15:05Creation Date: 20141215Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 60Waste Quantity: 0.03Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 013482056JJKManifest ID: 20141217Receipt Date: 3/6/2015 22:15:05Creation Date: 20141215Shipment Date: CAL000316673Gen EPA ID: 2014Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 336 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20140625Receipt Date: 8/26/2014 22:15:12Creation Date: 20140616Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 75Waste Quantity: 0.255Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 343 - Unspecified organic liquid mixtureWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 013481512JJKManifest ID: 20140812Receipt Date: 9/30/2014 22:15:08Creation Date: 20140811Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: PQuantity Unit: 25Waste Quantity: 0.0125Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 352 - Other organic solidsWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 013481512JJKManifest ID: 20140812Receipt Date: 9/30/2014 22:15:08Creation Date: 20140811Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 337 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 413556Site ID: Violations: Chemical Storage FacilitiesCERS Description: 10558528CERS ID: 413556Site ID: SANTA ANA, CA 92705City,State,Zip: 1001 N TUSTIN AVEAddress: ORANGE COUNTY GLOBAL MEDICAL CENTERName: CERS: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 10Waste Quantity: 0.0417Quantity Tons: Treatment/Reovery (H010-H129) Or (H131-H135) H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code: Not reportedRCRA Code: 223 - Unspecified oil-containing wasteWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: FILTER RECYCLING SERVICES INCTrans Name: CAD982444481TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: ENVIRONMENTAL LOGISTICS INCTrans Name: CAR000172460Trans EPA ID: 012428034JJKManifest ID: 20140509Receipt Date: 7/12/2014 22:15:07Creation Date: 20140508Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 55Waste Quantity: 0.231Quantity Tons: Regeneration, Organics Recovery Ect H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code: D001RCRA Code: 134 - Aqueous solution with <10% total organic residuesWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: DEMENNO KERDOONTrans Name: CAT080013352TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: CALIFORNIA HAZARDOUS SERVICES INCTrans Name: CAR000209023Trans EPA ID: 012769065JJKManifest ID: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 338 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation liquid/debris in spill containers. Inspect for the presence of to appropriately, and attach a copy. Inspect for the presence of alarm history report, check that alarms are documented and responded requirements: Be performed by an ICC certified DO. Inspect monthly October 1, 2018, failure to comply with one or more of the following For designated operator (DO) monthly inspections conducted beforeViolation Description: 16, Section(s) 2716(e) 23 CCR 16 2716(e) - California Code of Regulations, Title 23, ChapterCitation: 01-13-2021Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: inspection. Please submit the UST section via CERS within 30 days. business uploaded the updated CFR form in CERS at the time of Responsibility (CFR) in CERS is expired; form is dated 9/20/2019. The Returned to compliance on 02/05/2021. The Certification of FinancialViolation Notes: Financial Responsibility or other mechanism of financial assurance. Failure to submit and maintain complete and current Certification ofViolation Description: Chapter 6.75, Section(s) 25299.30-25299.34 HSC 6.75 25299.30-25299.34 - California Health and Safety Code,Citation: 01-13-2021Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: Correct the violation within 30 days. comments and make the necessary corrections that have been requested. portal are not accurate. Refer to the CERS portal for regulator Returned to compliance on 02/14/2017. UPC forms completed on the CERSViolation Notes: "comment" section. violation description, proper statute and regulation citation in the UST Program - Administration/Documentation - General - Must includeViolation Description: Section(s) Multiple HSC 6.7 Multiple - California Health and Safety Code, Chapter 6.7,Citation: 01-19-2017Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: Failure to identify multiple stories of building materials storage areas Failure to identify location of building exits Business Name and Address Failure to label or identify hazardous on the electronically submitted site map: Failure to label map with Returned to compliance on 07/09/2015. The following items were missingViolation Notes: CUPA. Failure to complete and/or submit an annotated site map if required byViolation Description: Chapter 4, Section(s) 2729.2(a)(3) 19 CCR 4 2729.2(a)(3) - California Code of Regulations, Title 19,Citation: 12-19-2013Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 339 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation prevention equipment requirements: Alert the transfer operator when Failure to comply with one or more of the following overfillViolation Description: Chapter 16, Section(s) 2712(b)(1)(G) 23 CCR 16 2712(b)(1)(G) - California Code of Regulations, Title 23,Citation: 01-26-2021Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: Designated UST Operator Identification Form via CERS within 30 days. UST Operator Identification Form via CERS. Please submit an updated Designated Operator (DO) and has not submitted an updated Designated Returned to compliance on 02/05/2021. The facility has changedViolation Notes: within 30 days of a change in DO. Identification FormG within 30 days of installing a UST system or Failure to submit the G Designated Underground Storage Tank OperatorViolation Description: Chapter 16, Section(s) 2715(a)(1)(B) 23 CCR 16 2715(a)(1)(B) - California Code of Regulations, Title 23,Citation: 01-13-2021Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: required for the repairs. and submit the results to this agency. Submit plans to this agency if indicate the piping sump failed. Have the sump repaired and retested Returned to compliance on 03/04/2015. The results of the SB989 testViolation Notes: secondary containment testing. Failure to maintain secondary containment, as evidenced by failure ofViolation Description: Section(s) 25292(e) HSC 6.7 25292(e) - California Health and Safety Code, Chapter 6.7,Citation: 02-17-2015Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: DOs at the time of inspection. The violation was corrected. test date was 12/5/2018. The DO inspection reports were amended by the test. Reports indicated a test date of 12/20/2018, however correct 12/30/2020) had inaccurate test dates for the last overfill prevention inspection reports from the previous 12 months (1/27/2020 - Returned to compliance on 01/13/2021. The Designated Operator (DO)Violation Notes: days. the designated UST operator visual inspection at least once every 30 inspections conducted on and after October 1, 2018, failure to conduct accordance with 23 CCR 2715(c). For designated operator (DO) 30 day documented. Verify that all facility employees have been trained in visit. Check that all testing and maintenance has been completed and debris in containment sumps where an alarm occurred with no service monitoring equipment is positioned correctly. Inspect for liquid or liquid/debris in under dispenser containment (UDC) and ensure that the WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 340 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation above hazardous materials. Hazardous Material Inventory in CERS within 30 days to include the (2 x 7 gallon cylinders; total of 14 gallons) Update and resubmit the cubic foot cylinders; approximate total of 3,068 cubic feet) - Propane approximate total of 7,824 cubic feet) - Compressed Air (13 x 236 6,440 cubic feet) - Nitrous Oxide (16 x 489 cubic foot cylinders; feet) - Nitrogen (28 x 230 cubic foot cylinders; approximate total of largest container is 437 cubic feet; approximate total of 5,681 cubic 6,211 cubic feet) - Carbon Dioxide (stored in various cylinders, cylinders, largest cylinder is 251 cubic feet; approximate total of have not been reported in CERS: - Oxygen Gas (stored in various materials are stored on site at or above reportable quantities and Returned to compliance on 02/05/2021. The following hazardousViolation Notes: requires modification to any portion of the business plan. business name. A substantial change in the handler’s operations that quantities. A change of business address, business ownership, or previously undisclosed hazardous materials at or above reportable quantity of a previously disclosed material. Any handling of a one of the following events: A 100 percent or more increase in the Failure to electronically update business plan within 30 days of anyViolation Description: 6.95, Section(s) 25508.1(a)-(f) HSC 6.95 25508.1(a)-(f) - California Health and Safety Code, ChapterCitation: 01-13-2021Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: can be found at www.occupainfo.com required. Plan check fees and the Facility Modification Application repairs, the facility must determine whether a plan check submittal is failed component and retest within 30 days. Prior to conducting Diesel fill sump failed testing on 1/13/2021. Repair or replace the Returned to compliance on 02/05/2021. The OPW Flapper located in theViolation Notes: records of overfill prevention equipment inspection for 36 months. engineer. Inspected by a certified UST service technician. Maintain engineering standards, or a method approved by a professional using an applicable manufacturer guidelines, industry codes, days after a repair to the overfill prevention equipment. Inspected at installation and every 36 months thereafter. Inspected within 30 USTs installed on and after October- 1,- 2018, perform an inspection an inspection by October 13, 2018 and every 36 months thereafter. For October 1,- 2018. For USTs installed before October 1, 2018, perform prevention equipment is installed, repaired, or replaced on and after overfill prevention equipment requirements when the overfill equipment that does not use flow restrictors on vent piping to meet product due to overfilling. Install/retrofit overfill prevention none of the fittings located on the top of the tank are exposed to capacity; or Provide positive shut-off of flow to the tank so that flow to the tank when the tank is filled to no more than 95 percent of minutes before the tank overfills; or Provide positive shut-off of percent of capacity; and activate an audible alarm at least five the restriction occurs when the tank is filled to no more than 95 to the tank at least 30 minutes before the tank overfills, provided triggering an audible and visual alarm; or Restrict delivery of flow the tank is 90 percent full by restricting the flow into the tank or WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 341 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: Violation corrected on site. 09/07/2018. Current CFR form was uploaded to CERS during inspection. Returned to compliance on 01/17/2019. CFR Form in CERS expired onViolation Notes: Financial Responsibility or other mechanism of financial assurance. Failure to submit and maintain complete and current Certification ofViolation Description: Chapter 6.75, Section(s) 25299.30-25299.34 HSC 6.75 25299.30-25299.34 - California Health and Safety Code,Citation: 01-17-2019Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: chemical information required on the forms Size of Largest Container, Average Daily Amount, etc.). Update the descriptions within the electronically submitted BEP are missing (e.g. Returned to compliance on 07/09/2015. Elements of the chemicalViolation Notes: for all reportable hazardous materials on site. Failure to complete and/or submit hazardous material inventory formsViolation Description: Section(s) 25504(a) HSC 6.95 25504(a) - California Health and Safety Code, Chapter 6.95,Citation: 12-19-2013Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: Employee signature documented: - Topic of training - Date of training - Employee name - records to this agency within 30 days with the following information hazardous material and/or the Emergency Response Plan. Submit training procedures in the event of a release or threatened release of a trained within 6 months. Provide employee training that covers safety are required to be trained annually; new employees are required to be not available for review at the time of the inspection. All employees Returned to compliance on 02/05/2021. Employee training records wereViolation Notes: records for a minimum of three years. hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Failure to provide initial and annual training to all employees inViolation Description: 6.95, Section(s) 25505(a)(4) HSC 6.95 25505(a)(4) - California Health and Safety Code, ChapterCitation: 01-13-2021Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: HMRRPViolation Program: Orange County Environmental HealthViolation Division: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 342 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other, not routine, done by local agencyEval Type: NoViolations Found: 02-05-2021Eval Date: Other/UnknownEval General Type: Evaluation: CERSViolation Source: USTViolation Program: Orange County Environmental HealthViolation Division: date. Violation has been corrected. re-tested every three years thereafter. Testing was completed on this testing was required to be completed by 10/13/2018 and must be Returned to compliance on 12/05/2018. Overfill prevention equipmentViolation Notes: records of overfill prevention equipment inspection for 36 months. engineer. Inspected by a certified UST service technician. Maintain engineering standards, or a method approved by a professional using an applicable manufacturer guidelines, industry codes, days after a repair to the overfill prevention equipment. Inspected at installation and every 36 months thereafter. Inspected within 30 USTs installed on and after October- 1,- 2018, perform an inspection an inspection by October 13, 2018 and every 36 months thereafter. For October 1,- 2018. For USTs installed before October 1, 2018, perform prevention equipment is installed, repaired, or replaced on and after overfill prevention equipment requirements when the overfill equipment that does not use flow restrictors on vent piping to meet product due to overfilling. Install/retrofit overfill prevention none of the fittings located on the top of the tank are exposed to capacity; or Provide positive shut-off of flow to the tank so that flow to the tank when the tank is filled to no more than 95 percent of minutes before the tank overfills; or Provide positive shut-off of percent of capacity; and activate an audible alarm at least five the restriction occurs when the tank is filled to no more than 95 to the tank at least 30 minutes before the tank overfills, provided triggering an audible and visual alarm; or Restrict delivery of flow the tank is 90 percent full by restricting the flow into the tank or prevention equipment requirements: Alert the transfer operator when Failure to comply with one or more of the following overfillViolation Description: Chapter 16, Section(s) 2712(b)(1)(G) 23 CCR 16 2712(b)(1)(G) - California Code of Regulations, Title 23,Citation: 12-05-2018Violation Date: ORANGE COUNTY GLOBAL MEDICAL CENTERSite Name: 413556Site ID: CERSViolation Source: HWViolation Program: Orange County Environmental HealthViolation Division: Add the start dates to the containers when waste is first added. waste and universal wastes are missing the accumulation start dates. Returned to compliance on 01/10/2017. Several containers of hazardousViolation Notes: date. characteristics of the Hazardous Waste, and starting accumulation name and address of the generator, physical and chemical portable tanks with the following requirements: "Hazardous Waste", Failure to properly label hazardous waste accumulation containers andViolation Description: Chapter 12, Section(s) 66262.34(f) 22 CCR 12 66262.34(f) - California Code of Regulations, Title 22,Citation: 12-28-2016Violation Date: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 343 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other, not routine, done by local agencyEval Type: NoViolations Found: 02-24-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: 1/24/2014 with results G PASS.G sensors. Also included was a spill bucket testing report form dated sump sensors; fill sump sensors; and, tank overfill/high level specifications: in-tank gauging probes; annular space sensors; piping with manufacturer’s guidelines and was operational per manufacturer’s equipment was certified to have been inspected/serviced in accordance for the Veeder-Root TLS 300-C1 monitoring system. The following This Agency received a monitoring system certification dated 1/24/2014Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-18-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: all components passed. . results for the monitor certification and spill bucket test indicate test results for the underground storage tank at this site. The This agency received and reviewed the monitor certification and SB989Eval Notes: Other, not routine, done by local agencyEval Type: YesViolations Found: 02-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Letter -DO Statement accepted: -Site Plan -Monitoring Plan -CFR -Leak Response Plan -CFO The following documents submitted to CERS on 1/17/18 and wereEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-08-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: <ronald.kress@kpchealth.com> emailed to: Ron Kress, Lead Plant Engineer Underground Storage Tank program. A copy of this report will be and I101 have been corrected. No violations remain under the flapper was installed, re-tested, and PASSED. Violations I583, I671, Inspection Report Form (repair test dated 1/26/2021) Like-for-like document was received by this Agency: - Overfill Prevention Equipment Financial Responsibility (dated 12/10/2020) In addition, the following - Designated UST Operator Identification Form - Certification of The business updated and resubmitted the following documents in CERS:Eval Notes: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 344 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Reviewed submission package on eSubmit Portal, DECLINED. Request forEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-25-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: outstanding violations. the sump was repaired, retested and passed. Violation I382 abated. No piping sump on the underground tank dated 3/4/15. The results indicate This agency received and reviewed the SB989 retest results for theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-16-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: bucket test dated 1/22/16. The results indicate all components passed. This agency received and reviewed the monitor certification and spillEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-14-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: to this agency. do not apply. Make the necessary corrections and re-submit the report system uses suction piping. Also un-check all boxes in this area that regarding pressurized piping systems. Please indicate "N/A" as this bucket tests dated 1/19/17. Section D of the report needs correction This agency received and reviewed the monitor certification and spillEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-10-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: SB 989 retest notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-03-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: available for review during inspections. to own/op: Please maintain insurance documents on site and make them CFR for the coverage period of 9/6/15-9/6/16 accepted in portal. NoteEval Notes: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 345 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoViolations Found: 04-17-2015Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Print waste stream and review for inspection.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-16-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Print HM forms and review for inspection.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-16-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: dated 1/19/17 with the requested corrections. This agency received and reviewed the revised monitor certificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-12-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: UST file. remaining documents were reviewed, sorted, and filed in our AgencyG s these will be given to our AgencyG s LOP program for review. The removed all documents associated with remediation of a leaking UST; Reviewed contents of UST file from Santa Ana Fire Department and firstEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 03-26-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: adong@ochca.com 714 640 9358 with the entire piping run. For questions please contact Alvin Dong, Piping...; Check box VI 4 No dispensers. Please provide a plot plan Check box V 5 Visual Pipe Montitoring; Uncheck box V 6 Suction 1 Continuous Electronic... and Secondary Containment is a: DRY; & Electronic...; Uncheck box IV 2 Automatic Tank Gauging...; Check box V protection. Monitoring Plan please: Check box IV 1 Continuous secondarily contained. Please check ISOLATION for corrosion re-submittal this date. Please verify the vent Piping is actually WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 346 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 04-18-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Accepted DO owners statement in portal. DO = Ronald KressEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 04-18-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: for review. Verified the owner as Integrated Healthcare Holdings. Emergency response and contact information is on site and available wastes. Manifests for waste disposal are available for review. amounts of xylene, waste oil, mercury thermometers, and universal wastes are covered and labeled. Wastes include formalin, minimal Histology Department, morgue, and main lab. Drums and containers of inspect granted by Robert Kessler. Observed the waste storage area, On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: NoViolations Found: 04-17-2015Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: Hazardous Waste Recycling form must be completed every 2 years. per year. If formalin recycling exceeds 100kg per month then a maintained and appears that less than 100 kg of formalin is recycled waste continues to be recycled at this lab. A recycling log is granted by Robert Kessler. Observed the Histology Department. Formalin On site for a recycling inspection. Consent to enter and inspectEval Notes: Routine done by local agencyEval Type: NoViolations Found: 04-17-2015Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: The Business Emergency Plan is on site. training records for employees are current and available for review. added to HM Disclosure form in Portal) Annual Hazardous Materials DOT underground diesel tank for back-up generators (volume needs to be unknown and needs to be added to HM Disclosure in Portal) - One to HM Disclosure form in Portal) - One liquid oxygen tank (volume Portal) - One 525 gallon liquid oxygen tank (volume needs to be added for the cooling towers (chemical needs to be added to HM Disclosure in hazardous materials: - 55 gallon container of corrosive liquid used inspect granted by Robert Kessler. Observed the following qualifying On site for a hazardous materials inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 347 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation changing to KPC Health Care Inc and the DBA will change toOrange informed this Agency the Integrated Healthcare Holdings will be Received email from Lorna Freeman for South Coast Global Medical whoEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-12-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: with new information. CUPA programs will need to be updated. Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal County Global Medical Center. Emailed Lorna Medical Waste Registration changing to KPC Health Care Inc and the DBA will change toOrange informed this Agency the Integrated Healthcare Holdings will be Received email from Lorna Freeman for South Coast Global Medical whoEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-12-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: with new information. CUPA programs will need to be updated. Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal County Global Medical Center. Emailed Lorna Medical Waste Registration changing to KPC Health Care Inc and the DBA will change toOrange informed this Agency the Integrated Healthcare Holdings will be Received email from Lorna Freeman for South Coast Global Medical whoEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-12-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 05-10-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: please contact Alvin Dong, adong@ochca.com 714 640 9358 Monitoring--Min monthly and each time system operated. For questions & Panel Mfg and Model, Leak Sensor: 205 Check box V 5 Visual Pipe Continuous Monitoring of pipe... and Secondary Containment is a: DRY; Installed : Containment Sump Monitoring Plan please: Check box V 1 re-submittal this date. Please Check box UST Tank VI Fill Components Reviewed submission package on eSubmit Portal, DECLINED. Request forEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 348 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Ownership: KPC HEALTHCARE, INC. ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change orEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: Ownership: KPC HEALTHCARE, INC. ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change orEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Ownership: KPC HEALTHCARE, INC. ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change orEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Ownership: KPC HEALTHCARE, INC. ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change orEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-17-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: with new information. CUPA programs will need to be updated. Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal County Global Medical Center. Emailed Lorna Medical Waste Registration changing to KPC Health Care Inc and the DBA will change toOrange informed this Agency the Integrated Healthcare Holdings will be Received email from Lorna Freeman for South Coast Global Medical whoEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 06-12-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: with new information. CUPA programs will need to be updated. Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal County Global Medical Center. Emailed Lorna Medical Waste Registration WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 349 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other, not routine, done by local agencyEval Type: NoViolations Found: 07-24-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: open HMBEP pages individually on e-Submit and print for later review.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-24-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: the form was Accepted. Coverage period is from 9/06/2013 to 9/06/2014. I reviewed the CFR form submitted on our Agencys e-Submit portal andEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-15-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: exits and storm drains and sewers. map: hazardous materials storage locations, building entrances and daily and days on site fiels SITE MAP Please add the following to your cryogenic Xylene G complete largest container, average daily, max acute health to the federal hazard categories//storage temperature = equal to or larger than amount listed under largest container//add cryogenic to the fire code hazard classes//max daily amount must be largest container//storage pressure is ambient Liquid Oxygen G add INVENTORY Diesel G max daily amount must be at least the same as the facility contact. The following corrections are needed: CHEMICAL HMBEP submittal on E-submit. Package was declined and an email sent to Facility has complied with 2016 HMBEP reporting requirements. ReviewedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-11-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: more recent submission. Read/review pre 2015 HMBEP submission. Accepted pending review of theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-09-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 350 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HWEval Program: Orange County Environmental HealthEval Division: Review of waste streams and hw shipped 2013.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-10-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: submission in reviewEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-09-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: submission in reviewEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-09-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: submission in reviewEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-08-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-05-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Reviewed E-Submit submittal but could not save data (server down).Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-28-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: open UST pages individually on e-Submit and print for later review.Eval Notes: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 351 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: within 30 days. A [Truncated] were verified on site. Please submit test reports to this Agency by Edwin Coreas of Fuel Pros. Tester certifications (ICC, VR, Incon) testing was performed during today’s inspection. Testing was conducted 1/17/2018; it must be conducted every 36 months. Secondary containment inspection. Secondary containment testing was last conducted on months. Overfill prevention testing was performed during today’s testing was last conducted on 12/5/2018; it must be tested every 36 Tank utilizes a flapper for overfill prevention. Overfill prevention double-walled suction piping. Sensors were tested and operational. sensors. Annular is monitored by a VR420 sensor. Tank has (VR) TLS-300 system. Fill and piping sumps are monitored by VR205 tank: - Diesel fuel: 12,000 gallons Tank is monitored by a Veeder Root System Certification. The facility has the following double-walled On site for routine UST inspection and to observe the MonitoringEval Notes: Routine done by local agencyEval Type: YesViolations Found: 01-13-2021Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: 7,824 cubic [Truncated] Nitrous Oxide (16 x 489 cubic foot cylinders; approximate total of 230 cubic foot cylinders; approximate total of 6,440 cubic feet) - cubic feet; approximate total of 5,681 cubic feet) - Nitrogen (28 x Carbon Dioxide (stored in various cylinders, largest container is 437 cylinder is 251 cubic feet; approximate total of 6,211 cubic feet) - 6,525 gallons) - Oxygen Gas (stored in various cylinders, largest - Liquid Oxygen (1 x 6,000 gallon tank, 1 x 525 gallon tank; total of (approximately 60 gallons) - AquaServ 4622 (approximately 60 gallons) gallons) - AquaServ 2632 (approximately 60 gallons) - AquaServ 4913D (12,000 gallons stored in UST) - AquaServ 2302D (approximately 60 exceed the minimum volumes required for disclosure: - Diesel fuel storage. The following materials were observed in amounts that meet or inspection. Observed the facility and inspected hazardous materials On site for routine hazardous materials and business emergency planEval Notes: Routine done by local agencyEval Type: YesViolations Found: 01-13-2021Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: Compliance. Violation I400 abated. No outstanding violations. This agency received and reviewed the Certificate of Return toEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-10-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 352 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation USTEval Program: Orange County Environmental HealthEval Division: [Truncated] Plan, Test Reports, Maintenance Records, DO Monthly Reports, documents were available for review: Monitoring Plan, Leak Response tested visually without any changes in water level. The following out and emergency shut off were tested and passed. Spill buckets were turbine when submerged in water for the Diesel tank. Fail-safe, sensor sensors alarmed properly (visual and audible) and shut down respective uses a flapper valve for overfill prevention. Annular sensors and sump Veeder Root TLS-300 system. Tank is used as a back-up generator. Site days. The facility has one double-walled tank (Diesel) monitored by a components. Please submit the test reports to this Agency within 30 ICC) were verified. Certification stickers were attached to all tested conducted by Joseph Gonzalez of Fuel Pros. Tester certifications (VR, testing activities and to conduct routine UST inspection. Testing was INSPECTOR COMMENTS: On site to witness monitoring system certificationEval Notes: Routine done by local agencyEval Type: NoViolations Found: 01-17-2018Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: material. Changing to status 02. recycles below the regulatory threshold for reporting recyclable 8.45-16.91 gallons per month -Alcohol: 6-8 gallons per year Facility following quantites: -Xylene: 0.264 gallons per year -Formuline: Kress, Lead Engineer. Facility recycles the following materials in the to enter and conduct inspection activities was provided by Ronald INSPECTOR COMMENTS: On site for routine Recycler inspection, consentEval Notes: Routine done by local agencyEval Type: NoViolations Found: 01-17-2018Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Please submit the test reports to this agency within 30 days. performed on 1/17/2018. Testing must be performed every 36 months. performed every 36 months. Secondary Containment testing was last prevention test was last performed on 12/5/2018. Testing must be verified. Flapper valve is used for overfill prevention. Overfill Joseph Gonzalez of Fuel Pros Inc. Tester certifications (VR, ICC) were The tank has double-walled suction piping. Testing was conducted by monitored by VR-205 sensors. Annular is monitored by a VR-420 sensor. Veeder-Root (VR) TLS-300 system. Fill sump and piping sump are used for an emergency generator. The tank is monitored by a Testing The facility has one 12,000-gallon double-walled tank (Diesel) testing: - Annual Monitoring System Certification - Spill Container On site for routine UST inspection and to observed the followingEval Notes: Routine done by local agencyEval Type: NoViolations Found: 01-16-2020Eval Date: Compliance Evaluation InspectionEval General Type: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 353 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation test dated 1/23/15, 3/4/15 - Spill bucket tests dated 1/22/16 - Above since last inspection - Monitor certification dated 1/22/16 - SB989 alarm history - Employee training records are current - No alarms statement - expiration dated 9/12/18 - DO monthly inspections with plan - UST monitoring plan - UST plot plan - Designated operator Certificate of financial responsibility dated 1/9/16 - UST response documents are available for review: - UPC forms from CERS - prevention. The spill bucket was visually tested. The following were tested for alarm. The tank uses a flapper valve for overfill TLS-300. The piping sump sensor, fill sump sensor, and annular sensor back-up generator. The tank system is monitored by a Veeder Root has one double walled tank with double walled suction piping for a On site for a monitor certification and routine inspection. This siteEval Notes: Routine done by local agencyEval Type: YesViolations Found: 01-19-2017Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: containment must be [Truncated] containment testing last conducted on 01/17/2018. Secondary and daily inspection records for above ground piping. Secondary Records, DO Monthly Reports, DO Annual Employee Training Records, CFR Monitoring Plan, Leak Response Plan, Test Reports, Maintenance this agency. The following documents were available for review: properly (visual and audible). Spill bucket testing not witnessed by for overfill prevention. Annular sensor and sump sensors alarmed system. Tank is used as a back-up generator. Site uses a flapper valve has one double-walled tank (Diesel) monitored by a Veeder Root TLS-300 submit the test reports to this Agency within 30 days. The facility Certification stickers were attached to all tested components. Please Gonzalez of Fuel Pros. Tester certifications (VR, ICC) were verified. and to conduct routine UST inspection. Testing was conducted by Joseph On site to witness monitoring system certification testing activitiesEval Notes: Routine done by local agencyEval Type: YesViolations Found: 01-17-2019Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: facility with 2018 CERS submission on this date. -Liquid Oxygen: one 6,000 gallon tank and one 525 gallon tank Assisted gallon container -Diesel: one 12,000 gallon underground storage tank -Aqua-Serve 4622: one 60 gallon container -Aqua-Serve 4913D: one 60 one 60 gallon container -Aqua-Serve 2362: one 60 gallon container or above the regulatory threshold for reporting: -Aqua-Serve 2302D: INSPECTOR COMMENTS: The following materials were observed on site atEval Notes: Routine done by local agencyEval Type: NoViolations Found: 01-17-2018Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 354 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: still be needed. movement of his data to CERS. All corrections previously noted will information. HMBEP status is being changed in order to facilitate the been closed down and he will not be able to make any changes to his is working on correcting. Instructed Ron that the E-submit site has Received email from Ron Kress regarding his HMBEP submittal which heEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 08-08-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: contact me at minh.le@ochca.com or 714-720-1327. Thank you. Minh Le. the model # in the right box. Any questions, please feel free to Section V G Please include the manufacturer of the leak sensor and put items once your data has been transferred to CERS. Monitoring Plan Environmental Reporting System (CERS). Please corrected the following conditionally excepted to facilitate data transfer to the California coverage period of 1/19/16-1/19/17 Your UST submittal has been 1/19/16 Certification of Financial Responsibility documents for the 1/23/15 Certification of Financial Responsibility documents dated certification dated 1/22/16 Secondary containment test report dated Monitoring Plan Leak Response Plan Facility Diagram Monitoring system documents were received: UST Facility Page UST Tank Pages, 1 tank (D) UST documents conditionally accepted in eSubmit Portal The followingEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 07-29-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-21-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-21-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: ground piping daily inspection log WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 355 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -Hazardous material storage and handling areas -Entrances and exits health federal hazard categories. Label the following on the site map: CAS# for oxygen. Indicate that xylene is in the acute and chronic or 68334-30-5. Change the hazardous material type to pure. Provide a largest container. Provide a correct CAS# for Diesel. Use 68476-34-6 site. Maximum daily amount should be greater than or equal to the container, maximum daily amount, average daily amount, and days on for the business owner. For all materials, provide values for largest indicated on the business activities page. Provide a mailing address review: "Provide an EPA ID# if you generate hazardous waste as HMBEP declined in E-Submit. The following notes were included in theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-08-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: our AgencyG s esubmit portal and the form was G Accepted.G " history, I entered: "2013-09-10 I reviewed the CFR form submitted on Reviewed status in portal, and since there was no entry for theEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 10-04-2013Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Request for re-submittal. Organized file, purged expired documents. Portal. Insufficient information for all elements. Submission DENIED. Declined: UST Denied. Reviewed UST submission package on eSubmitEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-23-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: CFR form were G Accepted.G AgencyG s esubmit portal. Both the Designated Operator form and the I reviewed a CFR form and a Designated Operator form submitted on ourEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-10-2013Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Not reportedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 09-10-2013Eval Date: Other/UnknownEval General Type: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 356 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01-22-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: expect to do A01 for Recycler. Ran Report 7800 for use at A01. Received notification of UST monitoring cert. Put date on calendar andEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-21-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Report 7800 for use at A01. Received notification of monitoring cert. Put date on calendars. RanEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-21-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: 10 OWNER-OP AGREEMENT: N/A SITE PLAN: OK 8 UST RESPONSE PLAN: OK 9 OWNER STATEMENT - DO form: OK not review without completed UST TANK INFORMATION form. 7 MONITORING (9/06/2012 to 9/16/2013 is coverage period) 6 UST MONITORING PLAN: Can completed. 05 CERT OF FIN RESP and CFO LETTER: OK G approved 9/10/2013 INFORMATION forms: Not OK, as most fields on form have not been OWNER-OP form: OK 3 UST FACILITY INFORMATION form: OK 4 UST TANK forms submitted also: 1 BUSINESS ACTIVITIES form: OK 2 BUSINESS MONITORING PLAN without a completed UST TANK INFORMATION form. Other INFORMATION form have not been completed, 2) can not review UST DECLINED,G based on the following: 1) most fields on UST TANK Reviewed submission in e-Submit portal, and set status in portal to GEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-21-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-12-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: jalaniz@ochca.com with any questions." -Evacuation staging area Please contact Jonathan Alaniz at WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 357 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01-23-2015Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: hospital. certification tomorrow and to learn where the UST is located at the Talked to Dennis Rock on the phone to confirm monitoring systemEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-23-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: alarms identified since last monitor certification. tickets, work orders - Required UPC forms from E-Submit portal No dated 1/23/15, 3/4/15 - Spill bucket test dated 1/23/15 - Service are current - Monitor certification dated 1/23/15 - SB989 test results DO monthly inspections with alarm history - Employee training records 1-19-16 - Designated Operator statement - expiration dated 9-15-16 - following documents: - Certificate of financial responsibility dated passed. Tank is monitored by a Veeder Root TLS-300. Observed the overfill prevention device. The spill bucket was visually tested and annular sensor were tested for alarm. The tank uses a mechanical a back up generator. The piping sump sensor, fill sump sensor, and has 1 double walled diesel tank with double walled suction piping for On site for a monitor certification and routine inspection. This siteEval Notes: Routine done by local agencyEval Type: NoViolations Found: 01-22-2016Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Review for inspection.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-22-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: longer recycled, indicate how that waste is being managed. alcohol and xylene are no longer recycled at this facility, and if no alcohol and xylene were no longer being recycled. Clarify whether formalin was being recycled in the pathology department, but that treatment. Our inspection conducted on 12/19/13 indicated that (ship date 3/12/13) several drums of formalin waste were shipped for calendar year (2013) indicates that on HW Manifest No. 0111192089 A review of hazardous waste manifests shipped from your facility lastEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 358 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation On this date the Recycling Unit in the Histology Department wasEval Notes: Routine done by local agencyEval Type: NoViolations Found: 12-19-2013Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: [Truncated] generated in the Pharmacy. Review the guidance documents to be via to contain RCRA-defined hazardous waste that might otherwise be this location. RCRA hazardous waste containers though should be used chemotherapy waste since Oncology services are no longer offered at discussed with the operator, the facility no longer generates generated at this facility. - Morgue - Hazardous Waste Storage Area As facility no longer provides Oncology Services - Chemo waste is not Histology - Blood Unit - Microbiology - ER - Pharmacy. Note that this - Labor/Deliver - NICU - C-Section OR - OR - ICU - CCU - Main Lab - - OC Burn Unit - Observation Unit - 6th Fl Med Surg - 4th Fl Med Surg following Departments were visited: - Medical Waste Final Storage Area Director, and Joe Brothman, Safety and Emergency Management. The today. Access to the facility was provided by Obie Graves, EVS A routine hazardous waste inspection of this facility was conductedEval Notes: Routine done by local agencyEval Type: NoViolations Found: 12-19-2013Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Map -Emergency Response & Training Plans Activities -Business Owner/Operator -Chemical Inventory -Facility Site The following documents were received and ACCEPTED on CERS: -BusinessEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-23-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: E-Submit Portal. Work orders, service tickets UPC forms have been submitted on the SB989 test results dated 1/30/12 - Spill bucket test dated 1/24/14 - training records are current - Monitor certification dated 1/24/14 - operator inspection reports with alarm history - Annual employee following documents are available for review: - Monthly designated tested and passed. All technician certifications verified today. The flapper valve for overfill prevention. The spill bucket was visually sump sensor activate alarms on the Veeder Root monitor. Verified a a back-up generator. The annular sensor, piping sump sensor, and fill has 1 double walled diesel tank with double walled suction piping for On site for a monitor certification and routine inspection. This siteEval Notes: Routine done by local agencyEval Type: NoViolations Found: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 359 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5/13/2014. A Veeder-Root TLS-300 monitoring system is in use here to his Veeder-Root certified technician card with expiration date of Technician certification card with expiration date of 7/12/2015 and The technician on site, Dana Rock, showed me his ICC UST Service system certification is being performed by Dennis Rock Construction. I was on site to conduct a routine inspection while a monitoringEval Notes: Routine done by local agencyEval Type: NoViolations Found: 01-24-2014Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: 10/13/2018. Overfill prevention testing was required to be completed by 12/05/2018 The following components passed testing: -Flapper Valve -Overfill Prevention Equipment Inspection Report for test date The following documentation has been received by this agency:Eval Notes: Other, not routine, done by local agencyEval Type: YesViolations Found: 12-20-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Hazardous [Truncated] feet (or else otherwise excluded), review the list of Extremely below the normal thresholds of 55 gallons, 500 pounds, or 200 cubic the hazardous material disclosure. Although most chemical amounts are reviewed. The current BEP lists diesel, Oxygen, and xylene as part of Training documents and the Business Emergency Plan (BEP) were generated at this facility. - Morgue - Hazardous Waste Storage Area facility no longer provides Oncology Services - Chemo waste is not Histology - Blood Unit - Microbiology - ER - Pharmacy. Note that this - Labor/Deliver - NICU - C-Section OR - OR - ICU - CCU - Main Lab - - OC Burn Unit - Observation Unit - 6th Fl Med Surg - 4th Fl Med Surg following Departments were visited: - Medical Waste Final Storage Area EVS Director, and Joe Brothman, Safety and Emergency Management. The conducted today. Access to the facility was provided by Obie Graves, A routine hazardous materials inspection of this facility wasEval Notes: Routine done by local agencyEval Type: YesViolations Found: 12-19-2013Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: contact me for more information of filing the form. year. If this facility begins to recycle more than the 100 kg limit, required to file a Hazardous Waste Recycler form each even numbered waste formalin. Facilities that recycle over 100 kg of waste are year’s log shows that the maximum volume recycled was 32 liters of alcohol and xylene are no longer processed. A review of the current reviewed. Currently only formalin waste is recycled at this facility - WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 360 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation USTEval Program: Orange County Environmental HealthEval Division: (1x VR-205) - Spill Container (1x) - Product Piping Sump Sensor (1x VR-205) - Filling Piping Sump Sensor components were tested and PASSED: - Annular Space Sensor (1x VR-420) Container Testing Report Form (dated 1/16/2020) The following Monitoring System Certification Form (dated 1/16/2020) - Spill The following documents have been received by this agency: -Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-27-2020Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: of a change in [Truncated] Underground Storage Tank Operator Identification Form" within 30 days of financial assurance (I671) - Failure to submit the "Designated current Certification of Financial Responsibility or other mechanism remain uncorrected: (1583) - Failure to submit a maintain complete and (x1) The following violations cited on a previous inspection report following overfill prevention equipment FAILED testing: - OPW Flapper Secondary (x1) - Pipe Secondary (x3) - Sump Secondary (x2) The following secondary containment components PASSED testing: - Tank Prevention Equipment Inspection Report Form (dated 1/13/2021) The Secondary Containment Testing Report Form (dated 1/13/2021) - Overfill addition, the following documents were received by this Agency: - Report Form (dated 1/13/2021) All tested components PASSED. In System Certification Form (dated 1/13/2021) - Spill Container Testing The following documents were received by this Agency: - MonitoringEval Notes: Other, not routine, done by local agencyEval Type: YesViolations Found: 01-26-2021Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: prep for A01Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-24-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: within piping sumps and UDCG s were pulled back from [Truncated] located in the low point of sumps; -all secondary piping test boots observed: -No pooled liquid observed in sumps; -all sensors were UST system were opened by the technician and the following was valve is in the drop tube of the UST. All UST manhole covers to the generator using a suction system. For overfill protection, a flapper double-walled, and fuel to drawn to the day tank of the emergency diesel fuel to the emergency generator on site. The UST is monitor USTs. This facility has one UST, and it is used to supply WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 361 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other, not routine, done by local agencyEval Type: NoViolations Found: 02-04-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: you would like to come take a look, I am available anytime this week. previous years, and we have never been cited for needing a permit. If chemicals. From our records we are using less of each chemical than log, as detailed in the photo, does capture any time we recycle these only deal with formalin and only rarely use alcohol or xylene. Our xylene and formalin, but since we outsourced our histology, we mostly histology who detailed our chemical processes. We do recycle alcohol, Histology, the operator (Joe Brothman) stated on 2/3/14: I spoke with Regarding alcohol and xylene previously generated and recycled inEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-04-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: information regarding xylene and alcohol management. verify with histology staff person (Kelly) . Joe will email back with alcohol and xylene are recycled in Histology Department, but he will Conversation with Safety Officer Joe Brothman today. Joe states thatEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-03-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Review CERS submittal - not accepted. Issue violation in A01 report.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-30-2017Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: (x1) testing: -Annular Sensor (x1) -Piping Sump Sensor (x1) -Spill Bucket Report for test date 01/17/2019 The following components passed System Certification for test date 01/17/2019 -Spill Container Testing The following documentation has been received by this agency: -MonitorEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 01-29-2019Eval Date: Other/UnknownEval General Type: CERSEval Source: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 362 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Orange County Environmental HealthEval Division: For questions please contact Alvin Dong, adong@ochca.com 714 640 9358 submission requires piping, monitoring plan & plot plan corrections. February 2015 submission DELETED Ownership change June 2015 currentEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-31-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: Monitor cert notificationEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-30-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: HWEval Program: Orange County Environmental HealthEval Division: this agency. . the violation within 30 days. Complete the attached CRC and return to Emergency response and spill procedures are available on site. Correct wastes. Manifests for waste disposal are available for review. phenol, ethanol, acids, sodium hydroxide, labpack waste, and universal covered and labeled. Wastes include formalin, fuel, oily rags, oil, perimeter of facility and trash containers. Containers of wastes are inspect granted by Robert Kessler. Observed the waste storage areas, On site for a routine hazardous waste inspection. Consent to enter andEval Notes: Routine done by local agencyEval Type: YesViolations Found: 12-28-2016Eval Date: Compliance Evaluation InspectionEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: supe. reviewed history of my activities here and responded to email fromEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-04-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: HWRecyclerEval Program: Orange County Environmental HealthEval Division: you would like to come take a look, I am available anytime this week. previous years, and we have never been cited for needing a permit. If chemicals. From our records we are using less of each chemical than log, as detailed in the photo, does capture any time we recycle these only deal with formalin and only rarely use alcohol or xylene. Our xylene and formalin, but since we outsourced our histology, we mostly histology who detailed our chemical processes. We do recycle alcohol, Histology, the operator (Joe Brothman) stated on 2/3/14: I spoke with Regarding alcohol and xylene previously generated and recycled inEval Notes: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 363 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoViolations Found: 02-05-2021Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: components regulated by this agency passed testing. 01/17/2018 -Secondary Containment Testing dated 01/17/2018 All reviewed by this agency: -Monitor System Certification dated INSPECTOR COMMENTS: The following documents have been received andEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-05-2018Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: Spoke with Ron Kress, rejected HM submittal in E-Submit.Eval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-05-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: making changes in portal. Review HM submittal per conversation with Ron Kress regarding issuesEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-04-2016Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: super regarding time spent on this faciltiy. reviewed history of my activities here and responded to email fromEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 02-04-2014Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: Orange County Environmental HealthEval Division: the submission dated 7/24/14 in the OC UST link. Most recent submittal is in E-Submit under the UST(PA) link. DeletedEval Notes: Other, not routine, done by local agencyEval Type: NoViolations Found: 12-31-2015Eval Date: Other/UnknownEval General Type: CERSEval Source: USTEval Program: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 364 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 92705Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: SANTA ANAAffiliation City: 1001 N TUSTIN AVEAffiliation Address: Not reportedEntity Title: Mailing AddressEntity Name: Facility Mailing AddressAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Ronald KressEntity Name: Document PreparerAffiliation Type Desc: (714) 433-6406Affiliation Phone: 92705-5611Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1241 East Dyer RoadSuite 120Affiliation Address: Not reportedEntity Title: Orange County Env HealthEntity Name: CUPA DistrictAffiliation Type Desc: Affiliation: -117.834160Longitude: 33.753160Latitude: Center of a facility or station.Ref Point Type Desc: Not reportedCoord Name: 10558528Program ID: HMBPEnv Int Type Code: ORANGE COUNTY GLOBAL MEDICAL CENTERFacility Name: 413556Site ID: Coordinates: CERSEval Source: HMRRPEval Program: Orange County Environmental HealthEval Division: to: Ron Kress, Lead Plant Engineer <ronald.kress@kpchealth.com> for a minimum of three (3) years A copy of this report will be emailed trained within 6 months. Maintain employee training records on site are required to be trained annually; new employees are required to be Hazardous Material Disclosure program. Please note: - All employees I336 and I239 have been corrected. No violations remain under the this Agency: - Employee Training Records (dated 2/3/2021) Violations by this Agency. In addition, the following documents were provided to Plan/Employee Training Plan The documents were reviewed and ACCEPTED Hazardous Material Inventory - Site Map - Emergency Response - Business Activities - Business Owner/Operator Identification - The business updated and resubmitted the following documents in CERS:Eval Notes: Other, not routine, done by local agencyEval Type: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 TC6651002.2s Page 365 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Santa AnaAffiliation City: 1301 N. Tustin Ave.Affiliation Address: Not reportedEntity Title: KPC Healthcare IncEntity Name: Legal OwnerAffiliation Type Desc: (714) 953-3480Affiliation Phone: 92705Affiliation Zip: United StatesAffiliation Country: Not reportedAffiliation State: Santa AnaAffiliation City: 1001 N. Tustin AveAffiliation Address: Not reportedEntity Title: Kyle HouraneyEntity Name: UST Tank OperatorAffiliation Type Desc: (714) 953-3500Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: KPC Healthcare IncEntity Name: OperatorAffiliation Type Desc: (714) 953-3641Affiliation Phone: 92705Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1301 N. Tustin AveAffiliation Address: Not reportedEntity Title: KPC HEALTHEntity Name: UST Tank OwnerAffiliation Type Desc: Not reportedAffiliation Phone: 92705Affiliation Zip: Not reportedAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1001 N. Tustin AveAffiliation Address: Not reportedEntity Title: Kyle HouraneyEntity Name: Environmental ContactAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Lead EngineerEntity Title: Ronald KressEntity Name: Identification SignerAffiliation Type Desc: Not reportedAffiliation Phone: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 366 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WMC-SA, INCOwner Name: SANTA ANA, CA 92705Mailing City,State,Zip: Not reportedMailing Address 2: 1001 N TUSTIN AVEMailing Address: Not reportedMailing Name: 05/25/2007Last Act Date: 04/06/2005Create Date: 06/30/2006Inactive Date: CAL000292871EPA ID: SANTA ANA, CA 92705City,State,Zip: Not reportedAddress 2: 1001 N TUSTIN AVEAddress: WESTERN MEDICAL CENTER SANTA ANAName: HWTS: US EPA Air Emission Inventory System (EIS)CERS Description: 110002416252CERS ID: 504834Site ID: SANTA ANA, CA 92705-3502City,State,Zip: 1001 N TUSTINAddress: WESTERN MEDICAL CTR (EIS USE)Name: (714) 953-3641Affiliation Phone: 92705Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: Santa AnaAffiliation City: 1301 N. TustinAffiliation Address: Not reportedEntity Title: KPC HEALTHEntity Name: UST Property Owner NameAffiliation Type Desc: (714) 953-3641Affiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Dir. FacilitiesEntity Title: Robert KesslerEntity Name: UST Permit ApplicantAffiliation Type Desc: Not reportedAffiliation Phone: Not reportedAffiliation Zip: Not reportedAffiliation Country: Not reportedAffiliation State: Not reportedAffiliation City: Not reportedAffiliation Address: Not reportedEntity Title: Western Medical Center AnaheimEntity Name: Parent CorporationAffiliation Type Desc: (714) 953-3652Affiliation Phone: 92705Affiliation Zip: United StatesAffiliation Country: CAAffiliation State: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 367 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAFacility State: Not reportedFacility County: SANTA ANAFacility City: Not reportedFacility Address 2: 1001 N TUSTIN AVEFacility Address: ORANGE COUNTY GLOBAL MEDICAL CENTERFacility Name: Not reportedInactive Date: 2007-02-21 11:33:02.86700Issued EPA ID Date: General Medical and Surgical HospitalsNAICS Description: 62211NAICS Code: 2007-02-21 11:33:02.947Create Date: CAL000316673EPA ID: NAICS: SANTA ANA, CA 92705City,State,Zip: Not reportedContact Address 2: 1001 NORTH TUSTIN AVEContact Address: KYLE HOURANEYContact Name: SANTA ANA, CA 927058619Owner City,State,Zip: Not reportedOwner Address 2: 1301 N TUSTIN AVEOwner Address: KPC HEALTHOwner Name: SANTA ANA, CA 927053502Mailing City,State,Zip: Not reportedMailing Address 2: 1001 N TUSTIN AVEMailing Address: Not reportedMailing Name: 09/11/2020Last Act Date: 02/21/2007Create Date: Not reportedInactive Date: CAL000316673EPA ID: SANTA ANA, CA 927053502City,State,Zip: Not reportedAddress 2: 1001 N TUSTIN AVEAddress: ORANGE COUNTY GLOBAL MEDICAL CENTERName: 92705Facility Zip: CAFacility State: Not reportedFacility County: SANTA ANAFacility City: Not reportedFacility Address 2: 1001 N TUSTIN AVEFacility Address: WESTERN MEDICAL CENTER SANTA ANAFacility Name: 2006-06-30 10:14:52Inactive Date: 2005-04-06 14:20:31.98700Issued EPA ID Date: General Medical and Surgical HospitalsNAICS Description: 62211NAICS Code: 2005-04-06 14:20:32.033Create Date: CAL000292871EPA ID: NAICS: SANTA ANA, CA 92705City,State,Zip: Not reportedContact Address 2: 1001 N TUSTIN AVEContact Address: KIRK BRANTLEYContact Name: SANTA ANA, CA 92705Owner City,State,Zip: Not reportedOwner Address 2: 1001 N TUSTIN AVEOwner Address: WESTERN MEDICAL CTR (EIS USE) (Continued)1000403038 TC6651002.2s Page 368 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 927053502Facility Zip: WESTERN MEDICAL CTR (EIS USE) (Continued) 1000403038 Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 60001388Alias Name: Project Code (Site Code)Alias Type: 401555Alias Name: APNAlias Type: 395-142-09Alias Name: APNAlias Type: 395-142-08Alias Name: APNAlias Type: 395-142-07Alias Name: APNAlias Type: 395-142-06Alias Name: APNAlias Type: 395-142-05Alias Name: SVPotential Description: Tetrachloroethylene (PCE Trichloroethylene (TCEConfirmed COC: Tetrachloroethylene (PCE Trichloroethylene (TCEPotential COC: DRY CLEANINGPast Use: 395-142-05, 395-142-06, 395-142-07, 395-142-08, 395-142-09APN: -117.8287Longitude: 33.75987Latitude: Responsible PartyFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Voluntary Cleanup ProgramSpecial Program: 37Senate: 68Assembly: Engineering & Special ProjectsDivision Branch: Ju-Tseng LiuSupervisor: S. Steven HaririProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 5.5Acres: Voluntary CleanupSite Type Detailed: Voluntary CleanupSite Type: 401555Site Code: 10/31/2011Status Date: No Further ActionStatus: 60001388Facility ID: TUSTIN, CA 92780City,State,Zip: 17301 17TH STREETAddress: TUSTIN’S FRENCH QUARTER SHOPPING CENTERName: ENVIROSTOR: 4709 ft. 0.892 mi. Relative: Higher Actual: 173 ft. 1/2-1 TUSTIN, CA 92780 NNW VCP17301 17TH STREET N/A 62 ENVIROSTORTUSTIN’S FRENCH QUARTER SHOPPING CENTER S110711849 TC6651002.2s Page 369 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Voluntary Cleanup ProgramSpecial Programs Code: 37Senate: 68Assembly: 401555Site Code: Engineering & Special ProjectsDivision Branch: Ju-Tseng LiuSupervisor: S. Steven HaririProject Manager: DTSC - Site Cleanup ProgramLead Agency Description: SMBRPLead Agency: SMBRPCleanup Oversight Agencies: NONational Priorities List: 5.5Acres: NONE SPECIFIEDSite Mgmt. Req.: Voluntary CleanupSite Type Detail: Voluntary CleanupSite Type: 60001388Facility ID: TUSTIN, CA 92780City,State,Zip: 17301 17TH STREETAddress: TUSTIN’S FRENCH QUARTER SHOPPING CENTERName: VCP: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 10/31/2011Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Voluntary Cleanup Agreement fully executed.Comments: 12/10/2010Completed Date: Standard Voluntary AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/16/2010Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: NFA letter issued.Comments: 05/16/2011Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/17/2010Completed Date: TUSTIN’S FRENCH QUARTER SHOPPING CENTER (Continued)S110711849 TC6651002.2s Page 370 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 10/31/2011Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Voluntary Cleanup Agreement fully executed.Comments: 12/10/2010Completed Date: Standard Voluntary AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/16/2010Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: NFA letter issued.Comments: 05/16/2011Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/17/2010Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 60001388Alias Name: Project Code (Site Code)Alias Type: 401555Alias Name: APNAlias Type: 395-142-09Alias Name: APNAlias Type: 395-142-08Alias Name: APNAlias Type: 395-142-07Alias Name: APNAlias Type: 395-142-06Alias Name: APNAlias Type: 395-142-05Alias Name: SVPotential Description: 30022,30027Confirmed COC: 30022, 30027Potential COC: DRY CLEANINGPast Use: 395-142-05, 395-142-06, 395-142-07, 395-142-08, 395-142-09APN: 33.75987 / -117.8287Lat/Long: Responsible PartyFunding: NORestricted Use: 10/31/2011Status Date: No Further ActionStatus: TUSTIN’S FRENCH QUARTER SHOPPING CENTER (Continued)S110711849 TC6651002.2s Page 371 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: TUSTIN’S FRENCH QUARTER SHOPPING CENTER (Continued) S110711849 NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: NOT REQUIREDOperator Name: Not reportedOwner Type: Not reportedOwner Name: TUSTIN, CA 92780Mailing City,State,Zip: 13844 REDHILL AVEMailing Address: 4State District: CAState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Small Quantity GeneratorFederal Waste Generator Description: Not reportedLand Type: 09EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: Not reportedContact Telephone: Not reportedContact City,State,Zip: Not reportedContact Address: Not reportedContact Name: CAD981617962EPA ID: TUSTIN, CA 92780Handler City,State,Zip: 13844 REDHILL AVEHandler Address: CARIOCA CLEANERSHandler Name: 1996-09-01 00:00:00.0Date Form Received by Agency: RCRA-SQG: HWTS HAZNET EMI 4986 ft.DRYCLEANERS 0.944 mi.ECHO Relative: Lower Actual: 107 ft. 1/2-1 FINDSTUSTIN, CA 92780 SSE ENVIROSTOR13844 REDHILL AVE CAD981617962 63 RCRA-SQGCARIOCA CLEANERS 1000259201 TC6651002.2s Page 372 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: NOT REQUIREDOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2002-06-27 03:26:45.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 373 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Facility Has Received Notices of Violation: DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN-OPERATED)NAICS Description: 81232NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: CAState District Owner: Large Quantity GeneratorFederal Waste Generator Description: CARIOCA CLEANERSHandler Name: 1986-12-08 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: CAState District Owner: Small Quantity GeneratorFederal Waste Generator Description: CARIOCA CLEANERSHandler Name: 1996-09-01 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 415-555-1212Owner/Operator Telephone: NOT REQUIRED, ME 99999Owner/Operator City,State,Zip: NOT REQUIREDOwner/Operator Address: Not reportedDate Ended Current: Not reportedDate Became Current: PrivateLegal Status: JUNG KANG KIMOwner/Operator Name: OwnerOwner/Operator Indicator: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 374 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: EvaluationSite Type Detailed: EvaluationSite Type: Not reportedSite Code: 01/02/2001Status Date: Refer: 1248 Local AgencyStatus: 30720010Facility ID: TUSTIN, CA 92780City,State,Zip: 13844 REDHILL AVENUEAddress: CARIOCA CLEANERSName: ENVIROSTOR: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: Not reportedEvaluation Responsible Sub-Organization: R9Evaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: NoFound Violation: State Contractor/GranteeEvaluation Responsible Agency: 1994-10-13 00:00:00.0Evaluation Date: Evaluation Action Summary: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 375 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 92780City,State,Zip: 13844 REDHILL AVEAddress: CARIOCA CLEANERSName: http://echo.epa.gov/detailed-facility-report?fid=110006471898DFR URL: 110006471898Registry ID: 1000259201Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110006471898Registry ID: FINDS: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: SB 1248 Orange CountyComments: 01/02/2001Completed Date: SB 1248 NotificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30720010Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8127Longitude: 33.73461Latitude: Not ApplicableFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: Not reportedSenate: 70Assembly: Cleanup CypressDivision Branch: Referred - Not AssignedSupervisor: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 376 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD981397417TSD EPA ID: CAD981617962Gepaid: 1996Year: 13844 RED HILL AVEMailing Address: Not reportedMailing Name: 7148381997Telephone: IL D KIMContact: TUSTIN, CA 926800000City,State,Zip: Not reportedAddress 2: 13844 REDHILL AVEAddress: CARIOCA CLEANERSName: HAZNET: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7216SIC Code: SCAir District Name: 66048Facility ID: SCAir Basin: 30County Code: 1990Year: TUSTIN, CA 926800000City,State,Zip: 13844 REDHILL AVAddress: CARIOCA CLEANERS,SONG CHOL YANName: EMI: 7216SIC Code: Not reportedNAICS Code: 01/15/1988PO Issue Date: 07/27/1987Application Date: 0UTM North: 0UTM East: ADSORBER (DRY CLEANING) REGENERATIVECCAT Description: 02CCAT Number: DRY CLEANING EQUIP PERCHLOROETHYLENEBCAT Description: 000234BCAT Number: INACTIVEPermit Status: 714 8381997Representative Telephone: YOUNG J. KIMRepresentative Name: SStatus: M59966Permit Number: 159612Application Number: 58024Facility ID: TUSTIN, CA 92680City,State,Zip: 13844 REDHILL AVEAddress: CARIOCA CLEANERSName: DRYCLEAN SOUTH COAST: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 377 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: Not reportedQuantity Unit: 0Waste Quantity: 0Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95924579Manifest ID: 19960201Receipt Date: 10/16/1996 0:00:00Creation Date: 19960131Shipment Date: CAD981617962Gen EPA ID: 1996Year: Additional Info: 0.14Tons: H01 - Transfer StationDisposal Method: perchloroethylene, etc) 211 - Halogenated solvents (chloroforms, methyl chloride,CA Waste Code: CAD980737548TSD EPA ID: CAD981617962Gepaid: 1987Year: 0Tons: R01 - RecyclerDisposal Method: -CA Waste Code: CAD981397417TSD EPA ID: CAD981617962Gepaid: 1995Year: 0.5901Tons: R01 - RecyclerDisposal Method: perchloroethylene, etc) 211 - Halogenated solvents (chloroforms, methyl chloride,CA Waste Code: CAD981397417TSD EPA ID: CAD981617962Gepaid: 1995Year: 0.4066Tons: R01 - RecyclerDisposal Method: perchloroethylene, etc) 211 - Halogenated solvents (chloroforms, methyl chloride,CA Waste Code: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 378 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95925063Manifest ID: 19960124Receipt Date: 10/10/1996 0:00:00Creation Date: 19960123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: YQuantity Unit: 0.25Waste Quantity: 0.2107Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95925063Manifest ID: 19960124Receipt Date: 10/10/1996 0:00:00Creation Date: 19960123Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 15Waste Quantity: 0.0625Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95924579Manifest ID: 19960201Receipt Date: 10/16/1996 0:00:00Creation Date: 19960131Shipment Date: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 379 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95669697Manifest ID: 19950922Receipt Date: 7/26/1996 0:00:00Creation Date: 19950921Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: Not reportedQuantity Unit: 0Waste Quantity: 0Quantity Tons: R01 - RecyclerMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95669697Manifest ID: 19950922Receipt Date: 7/26/1996 0:00:00Creation Date: 19950921Shipment Date: CAD981617962Gen EPA ID: 1995Year: Additional Info: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 32Waste Quantity: 0.1334Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 380 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 55Waste Quantity: 0.2293Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95943284Manifest ID: 19950922Receipt Date: 7/26/1996 0:00:00Creation Date: 19950921Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: YQuantity Unit: 0.25Waste Quantity: 0.2107Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: Not reportedTSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95943284Manifest ID: 19950922Receipt Date: 7/26/1996 0:00:00Creation Date: 19950921Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 16Waste Quantity: 0.0667Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 381 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: 20Waste Quantity: 0.0834Quantity Tons: R01 - RecyclerMeth Code: F002RCRA Code: perchloroethylene, etc. 211 - Halogenated solvents (chloroform, methyl chloride,Waste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95185778Manifest ID: 19950404Receipt Date: 3/29/1996 0:00:00Creation Date: 19950403Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: Not reportedQuantity Unit: 0Waste Quantity: 0Quantity Tons: R01 - RecyclerMeth Code: Not reportedRCRA Code: - Not reportedWaste Code Description: Not reportedTSDF Alt Name: CAD981397417TSDF Alt EPA ID: Not reportedTrans Name: CAD981397417TSDF EPA ID: Not reportedTrans 2 Name: Not reportedTrans 2 EPA ID: Not reportedTrans Name: CAD981414386Trans EPA ID: 95185778Manifest ID: 19950404Receipt Date: 3/29/1996 0:00:00Creation Date: 19950403Shipment Date: Not reportedAdditional Code 5: Not reportedAdditional Code 4: Not reportedAdditional Code 3: Not reportedAdditional Code 2: Not reportedAdditional Code 1: GQuantity Unit: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 382 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TUSTIN, CA 927800000City,State,Zip: Not reportedContact Address 2: INACTIVE PER VQ98 - BMIContact Address: IL D KIMContact Name: TUSTIN, CA 927800000Owner City,State,Zip: Not reportedOwner Address 2: 13844 RED HILL AVE.Owner Address: SONG CHOL YANGOwner Name: TUSTIN, CA 927800000Mailing City,State,Zip: Not reportedMailing Address 2: 13844 RED HILL AVEMailing Address: Not reportedMailing Name: 09/14/2004Last Act Date: 04/10/1987Create Date: 06/30/1998Inactive Date: CAD981617962EPA ID: TUSTIN, CA 926800000City,State,Zip: Not reportedAddress 2: 13844 REDHILL AVEAddress: CARIOCA CLEANERSName: HWTS: CARIOCA CLEANERS (Continued)1000259201 TC6651002.2s Page 383 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 11 records. 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/CONROCK 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 302 1ST 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 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 07/29/2021 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 06/23/2021 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 05/13/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 82 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/05/2021 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 Date Data Arrived at EDR: 05/21/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/23/2021 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 Date Data Arrived at EDR: 05/21/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/23/2021 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 Date Data Arrived at EDR: 06/17/2021 Date Made Active in Reports: 08/17/2021 Number of Days to Update: 61 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 04/23/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 80 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 07/22/2021 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS 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 Date Data Arrived at EDR: 04/23/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 80 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 07/22/2021 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 Date Data Arrived at EDR: 05/11/2021 Date Made Active in Reports: 07/27/2021 Number of Days to Update: 77 Source: Department of Resources Recycling and Recovery Telephone: 916-341-6320 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433 Last EDR Contact: 09/19/2011 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 Date Data Arrived at EDR: 02/26/2004 Date Made Active in Reports: 03/24/2004 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943 Last EDR Contact: 08/01/2011 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 Date Data Arrived at EDR: 06/07/2005 Date Made Active in Reports: 06/29/2005 Number of Days to Update: 22 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365 Last EDR Contact: 09/12/2011 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 Date Data Arrived at EDR: 09/10/2003 Date Made Active in Reports: 10/07/2003 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572 Last EDR Contact: 09/12/2011 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 Date Data Arrived at EDR: 05/19/2003 Date Made Active in Reports: 06/02/2003 Number of Days to Update: 14 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786 Last EDR Contact: 07/18/2011 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 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710 Last EDR Contact: 09/06/2011 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, El 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 Date Data Arrived at EDR: 07/22/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 9 Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834 Last EDR Contact: 07/01/2011 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 Date Data Arrived at EDR: 02/15/2005 Date Made Active in Reports: 03/28/2005 Number of Days to Update: 41 Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496 Last EDR Contact: 08/15/2011 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 Date Data Arrived at EDR: 04/23/2001 Date Made Active in Reports: 05/21/2001 Number of Days to Update: 28 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595 Last EDR Contact: 09/26/2011 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 02/28/2001 Date Made Active in Reports: 03/29/2001 Number of Days to Update: 29 Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769 Last EDR Contact: 08/01/2011 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 12/18/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 84 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 04/07/2003 Date Made Active in Reports: 04/25/2003 Number of Days to Update: 18 Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220 Last EDR Contact: 08/01/2011 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 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457 Last EDR Contact: 09/19/2011 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 Date Data Arrived at EDR: 05/18/2006 Date Made Active in Reports: 06/15/2006 Number of Days to Update: 28 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147 Last EDR Contact: 07/18/2011 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 Date Data Arrived at EDR: 11/18/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 47 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600 Last EDR Contact: 07/01/2011 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 Date Data Arrived at EDR: 04/05/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 16 Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291 Last EDR Contact: 09/12/2011 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 Date Data Arrived at EDR: 05/25/2005 Date Made Active in Reports: 06/16/2005 Number of Days to Update: 22 Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583 Last EDR Contact: 08/15/2011 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 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574 Last EDR Contact: 08/15/2011 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 Date Data Arrived at EDR: 11/29/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 36 Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491 Last EDR Contact: 08/01/2011 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 Date Data Arrived at EDR: 04/03/2008 Date Made Active in Reports: 04/14/2008 Number of Days to Update: 11 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298 Last EDR Contact: 09/12/2011 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 Date Data Arrived at EDR: 09/11/2007 Date Made Active in Reports: 09/28/2007 Number of Days to Update: 17 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980 Last EDR Contact: 08/08/2011 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 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 33 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 06/04/2021 Date Made Active in Reports: 08/30/2021 Number of Days to Update: 87 Source: State Water Resources Control Board Telephone: 916-327-7844 Last EDR Contact: 06/04/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 07/12/2016 Date Made Active in Reports: 09/19/2016 Number of Days to Update: 69 Source: California Environmental Protection Agency Telephone: 916-327-5092 Last EDR Contact: 06/08/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 12/18/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 84 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 06/11/2021 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 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 06/15/2021 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 Date Data Arrived at EDR: 04/23/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 80 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 07/22/2021 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 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 07/08/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 79 Source: State Water Resources Control Board Telephone: 916-323-7905 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 06/10/2021 Date Made Active in Reports: 08/17/2021 Number of Days to Update: 68 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/10/2021 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 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 05/10/2000 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 06/04/2021 Date Made Active in Reports: 08/27/2021 Number of Days to Update: 84 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/04/2021 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 Date Data Arrived at EDR: 11/23/2020 Date Made Active in Reports: 02/08/2021 Number of Days to Update: 77 Source: Integrated Waste Management Board Telephone: 916-341-6422 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 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 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 77 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 08/03/2006 Date Made Active in Reports: 08/24/2006 Number of Days to Update: 21 Source: Department of Toxic Substance Control Telephone: 916-323-3400 Last EDR Contact: 02/23/2009 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 Date Data Arrived at EDR: 04/23/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 80 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 07/22/2021 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 Date Data Arrived at EDR: 01/20/2021 Date Made Active in Reports: 04/08/2021 Number of Days to Update: 78 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact: 08/10/2021 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 (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs. Date of Government Version: 04/19/2021 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/07/2021 Number of Days to Update: 78 Source: CalEPA Telephone: 916-323-2514 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 08/30/1995 Date Made Active in Reports: 09/26/1995 Number of Days to Update: 27 Source: State Water Resources Control Board Telephone: 916-227-4364 Last EDR Contact: 01/26/2009 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 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 77 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 06/04/2021 Date Made Active in Reports: 08/27/2021 Number of Days to Update: 84 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 08/26/2021 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 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/03/2005 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 Date Data Arrived at EDR: 01/25/1991 Date Made Active in Reports: 02/12/1991 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-341-5851 Last EDR Contact: 07/26/2001 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 Date Data Arrived at EDR: 05/07/2021 Date Made Active in Reports: 07/23/2021 Number of Days to Update: 77 Source: San Francisco County Department of Public Health Telephone: 415-252-3896 Last EDR Contact: 07/26/2021 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 Date Data Arrived at EDR: 09/05/1995 Date Made Active in Reports: 09/29/1995 Number of Days to Update: 24 Source: California Environmental Protection Agency Telephone: 916-341-5851 Last EDR Contact: 12/28/1998 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 (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs. Date of Government Version: 04/19/2021 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/07/2021 Number of Days to Update: 78 Source: California Environmental Protection Agency Telephone: 916-323-2514 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 05/28/2021 Date Made Active in Reports: 08/20/2021 Number of Days to Update: 84 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 05/28/2021 Date Made Active in Reports: 08/20/2021 Number of Days to Update: 84 Source: DTSC and SWRCB Telephone: 916-323-3400 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 03/24/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 85 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/07/2021 Number of Days to Update: 78 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 85 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 04/11/2018 Date Made Active in Reports: 11/06/2019 Number of Days to Update: 574 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/09/2021 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 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/06/2021 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 07/26/2021 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 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/06/2021 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 Date Data Arrived at EDR: 06/17/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 85 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 06/17/2021 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 III Section 313. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 08/14/2020 Date Made Active in Reports: 11/04/2020 Number of Days to Update: 82 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/16/2021 Number of Days to Update: 87 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/19/2021 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 05/13/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/14/2021 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 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 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 Date Data Arrived at EDR: 01/14/2021 Date Made Active in Reports: 03/05/2021 Number of Days to Update: 50 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 01/08/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 73 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/09/2021 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 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 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 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS 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 Date Data Arrived at EDR: 03/11/2021 Date Made Active in Reports: 05/11/2021 Number of Days to Update: 61 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/14/2021 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 Date Data Arrived at EDR: 12/01/2020 Date Made Active in Reports: 02/09/2021 Number of Days to Update: 70 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 09/03/2021 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 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 08/06/2021 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 Date Data Arrived at EDR: 07/01/2019 Date Made Active in Reports: 09/23/2019 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 06/22/2021 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 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 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 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 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 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/17/2020 Number of Days to Update: 80 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 07/23/2021 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 Date Data Arrived at EDR: 07/14/2021 Date Made Active in Reports: 07/16/2021 Number of Days to Update: 2 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 07/02/2021 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 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 11/20/2020 Number of Days to Update: 151 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 06/21/2021 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 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 07/02/2021 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 Date Data Arrived at EDR: 09/11/2018 Date Made Active in Reports: 09/14/2018 Number of Days to Update: 3 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 07/23/2021 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 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/12/2021 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 Date Data Arrived at EDR: 08/04/2021 Date Made Active in Reports: 08/31/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 09/01/2021 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 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 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 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 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 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 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 Date Data Arrived at EDR: 05/27/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 14 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 08/25/2021 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 Date Data Arrived at EDR: 05/25/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 78 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 78 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/26/2021 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 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/26/2021 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 Date Data Arrived at EDR: 06/16/2021 Date Made Active in Reports: 08/17/2021 Number of Days to Update: 62 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/17/2021 Number of Days to Update: 91 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 07/02/2020 Date Made Active in Reports: 09/17/2020 Number of Days to Update: 77 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 07/07/2021 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 Date Data Arrived at EDR: 04/06/2021 Date Made Active in Reports: 06/25/2021 Number of Days to Update: 80 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 07/01/2021 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 Date Data Arrived at EDR: 05/21/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 08/26/2021 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 Date Data Arrived at EDR: 05/14/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 81 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 08/13/2021 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 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 08/02/1994 Number of Days to Update: 6 Source: Department of Health Services Telephone: 916-255-2118 Last EDR Contact: 05/31/1994 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 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 79 Source: CAL EPA/Office of Emergency Information Telephone: 916-323-3400 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 05/14/2019 Date Made Active in Reports: 07/17/2019 Number of Days to Update: 64 Source: Livermore-Pleasanton Fire Department Telephone: 925-454-2361 Last EDR Contact: 08/13/2021 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 Date Data Arrived at EDR: 05/28/2021 Date Made Active in Reports: 08/20/2021 Number of Days to Update: 84 Source: Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 05/26/2021 Date Made Active in Reports: 08/18/2021 Number of Days to Update: 84 Source: Antelope Valley Air Quality Management District Telephone: 661-723-8070 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 05/19/2021 Date Made Active in Reports: 08/05/2021 Number of Days to Update: 78 Source: South Coast Air Quality Management District Telephone: 909-396-3211 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 06/10/2021 Date Made Active in Reports: 08/27/2021 Number of Days to Update: 78 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact: 06/10/2021 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 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/07/2021 Number of Days to Update: 78 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 04/15/2021 Date Made Active in Reports: 07/06/2021 Number of Days to Update: 82 Source: Department of Toxic Substances Control Telephone: 916-255-3628 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 05/13/2021 Date Made Active in Reports: 07/26/2021 Number of Days to Update: 74 Source: California Integrated Waste Management Board Telephone: 916-341-6066 Last EDR Contact: 08/04/2021 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 Date Data Arrived at EDR: 04/15/2020 Date Made Active in Reports: 07/02/2020 Number of Days to Update: 78 Source: California Environmental Protection Agency Telephone: 916-255-1136 Last EDR Contact: 07/09/2021 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 Date Data Arrived at EDR: 05/14/2021 Date Made Active in Reports: 07/27/2021 Number of Days to Update: 74 Source: Department of Toxic Subsances Control Telephone: 877-786-9427 Last EDR Contact: 08/13/2021 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 Date Data Arrived at EDR: 01/22/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 76 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 01/22/2009 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 Date Data Arrived at EDR: 05/14/2021 Date Made Active in Reports: 07/27/2021 Number of Days to Update: 74 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/13/2021 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 Date Data Arrived at EDR: 04/06/2021 Date Made Active in Reports: 06/23/2021 Number of Days to Update: 78 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 07/01/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: Department of Conservation Telephone: 916-322-1080 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 05/28/2021 Date Made Active in Reports: 08/20/2021 Number of Days to Update: 84 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 05/11/2021 Date Made Active in Reports: 07/27/2021 Number of Days to Update: 77 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact: 08/13/2021 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 Date Data Arrived at EDR: 05/28/2021 Date Made Active in Reports: 08/20/2021 Number of Days to Update: 84 Source: Department of Pesticide Regulation Telephone: 916-445-4038 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 06/04/2021 Date Made Active in Reports: 08/27/2021 Number of Days to Update: 84 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/04/2021 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 Date Data Arrived at EDR: 03/16/2021 Date Made Active in Reports: 06/01/2021 Number of Days to Update: 77 Source: State Water Resources Control Board Telephone: 916-445-3846 Last EDR Contact: 08/26/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/25/2021 Number of Days to Update: 83 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resource Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 01/07/2020 Date Made Active in Reports: 03/09/2020 Number of Days to Update: 62 Source: RWQCB, Central Valley Region Telephone: 559-445-5577 Last EDR Contact: 07/01/2021 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 Date Data Arrived at EDR: 06/20/2007 Date Made Active in Reports: 06/29/2007 Number of Days to Update: 9 Source: State Water Resources Control Board Telephone: 916-341-5227 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 07/21/2009 Date Made Active in Reports: 08/03/2009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 06/15/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency: Varies PROJECT: Project Sites (GEOTRACKER) Projects sites Date of Government Version: 06/03/2021 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/07/2021 Date Made Active in Reports: 08/27/2021 Number of Days to Update: 81 Source: State Water Resources Control Board Telephone: 916-341-5810 Last EDR Contact: 06/07/2021 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 Date Data Arrived at EDR: 05/19/2021 Date Made Active in Reports: 08/12/2021 Number of Days to Update: 85 Source: State Water Resources Control Board Telephone: 866-794-4977 Last EDR Contact: 08/31/2021 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency: Varies CERS: CalEPA Regulated Site Portal Data The CalEPA 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 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/07/2021 Number of Days to Update: 78 Source: California Environmental Protection Agency Telephone: 916-323-2514 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/24/2021 Number of Days to Update: 82 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 06/03/2021 Date Made Active in Reports: 08/25/2021 Number of Days to Update: 83 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 09/07/2021 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 Date Data Arrived at EDR: 01/06/2015 Date Made Active in Reports: 05/06/2015 Number of Days to Update: 120 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 06/30/2021 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 Date Data Arrived at EDR: 04/09/2021 Date Made Active in Reports: 04/20/2021 Number of Days to Update: 11 Source: Department of Toxic Substances Control Telephone: 916-324-2444 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 08/26/2021 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 Date Data Arrived at EDR: 08/05/2011 Date Made Active in Reports: 09/29/2011 Number of Days to Update: 55 Source: EPA, Office of Water Telephone: 202-564-2496 Last EDR Contact: 06/30/2021 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 Date Data Arrived at EDR: 02/05/2015 Date Made Active in Reports: 03/06/2015 Number of Days to Update: 29 Source: EPA Telephone: 202-564-2497 Last EDR Contact: 06/30/2021 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 Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: 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 Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: 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 Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: 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 Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/13/2014 Number of Days to Update: 196 Source: Department of Resources Recycling and Recovery Telephone: N/A Last EDR Contact: 06/01/2012 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 Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/01/2012 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 Date Data Arrived at EDR: 01/11/2019 Date Made Active in Reports: 03/05/2019 Number of Days to Update: 53 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 03/18/2021 Date Made Active in Reports: 03/25/2021 Number of Days to Update: 7 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 02/04/2021 Date Made Active in Reports: 04/23/2021 Number of Days to Update: 78 Source: Amador County Environmental Health Telephone: 209-223-6439 Last EDR Contact: 07/26/2021 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 Date Data Arrived at EDR: 04/25/2017 Date Made Active in Reports: 08/09/2017 Number of Days to Update: 106 Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 06/16/2021 Date Made Active in Reports: 07/02/2021 Number of Days to Update: 16 Source: Calveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 06/15/2021 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 Date Data Arrived at EDR: 04/23/2020 Date Made Active in Reports: 07/10/2020 Number of Days to Update: 78 Source: Health & Human Services Telephone: 530-458-0396 Last EDR Contact: 07/26/2021 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 Date Data Arrived at EDR: 04/22/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 81 Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 01/28/2021 Date Made Active in Reports: 04/16/2021 Number of Days to Update: 78 Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 05/12/2021 Date Made Active in Reports: 07/26/2021 Number of Days to Update: 75 Source: El Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 01/15/2021 Date Made Active in Reports: 04/05/2021 Number of Days to Update: 80 Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 06/23/2021 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 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 49 Source: Glenn County Air Pollution Control District Telephone: 830-934-6500 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 05/20/2021 Number of Days to Update: 2 Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 04/15/2021 Date Made Active in Reports: 07/06/2021 Number of Days to Update: 82 Source: San Diego Border Field Office Telephone: 760-339-2777 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 04/03/2018 Date Made Active in Reports: 06/14/2018 Number of Days to Update: 72 Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 04/30/2021 Date Made Active in Reports: 07/19/2021 Number of Days to Update: 80 Source: Kern County Public Health Telephone: 661-321-3000 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 08/12/2021 Date Made Active in Reports: 08/18/2021 Number of Days to Update: 6 Source: Kern County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 01/26/2021 Date Made Active in Reports: 04/14/2021 Number of Days to Update: 78 Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 05/12/2021 Date Made Active in Reports: 07/26/2021 Number of Days to Update: 75 Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 07/06/2021 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 Date Data Arrived at EDR: 08/21/2020 Date Made Active in Reports: 11/09/2020 Number of Days to Update: 80 Source: Lassen County Environmental Health Telephone: 530-251-8528 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 03/31/2009 Date Made Active in Reports: 10/23/2009 Number of Days to Update: 206 Source: N/A Telephone: N/A Last EDR Contact: 06/08/2021 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 Date Data Arrived at EDR: 04/13/2021 Date Made Active in Reports: 06/28/2021 Number of Days to Update: 76 Source: Department of Public Works Telephone: 626-458-3517 Last EDR Contact: 06/29/2021 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 Date Data Arrived at EDR: 04/13/2021 Date Made Active in Reports: 06/28/2021 Number of Days to Update: 76 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 07/09/2021 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 Date Data Arrived at EDR: 02/18/2021 Date Made Active in Reports: 05/10/2021 Number of Days to Update: 81 Source: Engineering & Construction Division Telephone: 213-473-7869 Last EDR Contact: 07/06/2021 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 Date Data Arrived at EDR: 06/25/2019 Date Made Active in Reports: 08/22/2019 Number of Days to Update: 58 Source: Los Angeles Fire Department Telephone: 213-978-3800 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 04/16/2021 Date Made Active in Reports: 04/21/2021 Number of Days to Update: 5 Source: Los Angeles County Department of Public Works Telephone: 626-458-6973 Last EDR Contact: 07/12/2021 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 Date Data Arrived at EDR: 06/17/2021 Date Made Active in Reports: 06/28/2021 Number of Days to Update: 11 Source: Los Angeles Fire Department Telephone: 213-978-3800 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 06/25/2019 Date Made Active in Reports: 08/22/2019 Number of Days to Update: 58 Source: Los Angeles Fire Department Telephone: 213-978-3800 Last EDR Contact: 06/17/2021 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 Date Data Arrived at EDR: 04/16/2021 Date Made Active in Reports: 07/06/2021 Number of Days to Update: 81 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact: 07/09/2021 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency: Annually UST EL SEGUNDO: City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city. Date of Government Version: 01/21/2017 Date Data Arrived at EDR: 04/19/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 21 Source: City of El Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact: 07/06/2021 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 Date Data Arrived at EDR: 04/23/2019 Date Made Active in Reports: 06/27/2019 Number of Days to Update: 65 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/13/2021 Number of Days to Update: 76 Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 08/12/2020 Date Made Active in Reports: 10/23/2020 Number of Days to Update: 72 Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 10/04/2018 Date Made Active in Reports: 11/02/2018 Number of Days to Update: 29 Source: Public Works Department Waste Management Telephone: 415-473-6647 Last EDR Contact: 06/22/2021 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 Date Data Arrived at EDR: 04/07/2021 Date Made Active in Reports: 06/24/2021 Number of Days to Update: 78 Source: Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 05/14/2021 Date Made Active in Reports: 07/26/2021 Number of Days to Update: 73 Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 08/09/2021 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 Date Data Arrived at EDR: 03/02/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 78 Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 06/23/2021 Date Made Active in Reports: 06/24/2021 Number of Days to Update: 1 Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact: 06/22/2021 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 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 50 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 09/09/2019 Date Made Active in Reports: 10/31/2019 Number of Days to Update: 52 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 04/29/2021 Date Made Active in Reports: 07/15/2021 Number of Days to Update: 77 Source: Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 04/30/2021 Date Made Active in Reports: 07/19/2021 Number of Days to Update: 80 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 07/29/2021 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 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 9 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 04/29/2021 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 Date Data Arrived at EDR: 04/30/2021 Date Made Active in Reports: 07/19/2021 Number of Days to Update: 80 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 07/29/2021 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 Date Data Arrived at EDR: 05/26/2021 Date Made Active in Reports: 06/01/2021 Number of Days to Update: 6 Source: Placer County Health and Human Services Telephone: 530-745-2363 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 04/23/2019 Date Made Active in Reports: 06/26/2019 Number of Days to Update: 64 Source: Plumas County Environmental Health Telephone: 530-283-6355 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 06/30/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 14 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 06/08/2021 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 Date Data Arrived at EDR: 06/30/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 14 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 06/07/2021 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 Date Data Arrived at EDR: 04/01/2021 Date Made Active in Reports: 06/23/2021 Number of Days to Update: 83 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 07/01/2021 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 Date Data Arrived at EDR: 04/01/2021 Date Made Active in Reports: 06/25/2021 Number of Days to Update: 85 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 08/04/2021 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 Date Data Arrived at EDR: 04/29/2021 Date Made Active in Reports: 05/03/2021 Number of Days to Update: 4 Source: San Benito County Environmental Health Telephone: N/A Last EDR Contact: 07/26/2021 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 Date Data Arrived at EDR: 05/19/2021 Date Made Active in Reports: 06/07/2021 Number of Days to Update: 19 Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 07/27/2021 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 Date Data Arrived at EDR: 05/28/2021 Date Made Active in Reports: 08/20/2021 Number of Days to Update: 84 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 11/23/2020 Date Made Active in Reports: 02/08/2021 Number of Days to Update: 77 Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 07/27/2021 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 Date Data Arrived at EDR: 07/16/2020 Date Made Active in Reports: 09/29/2020 Number of Days to Update: 75 Source: Department of Environmental Health Telephone: 858-505-6874 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 06/15/2010 Date Made Active in Reports: 07/09/2010 Number of Days to Update: 24 Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 05/07/2021 Date Made Active in Reports: 07/23/2021 Number of Days to Update: 77 Source: San Francisco County Department of Environmental Health Telephone: 415-252-3896 Last EDR Contact: 07/27/2021 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 Date Data Arrived at EDR: 09/19/2008 Date Made Active in Reports: 09/29/2008 Number of Days to Update: 10 Source: Department Of Public Health San Francisco County Telephone: 415-252-3920 Last EDR Contact: 07/27/2021 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 Date Data Arrived at EDR: 05/07/2021 Date Made Active in Reports: 07/23/2021 Number of Days to Update: 77 Source: Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 07/27/2021 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 Date Data Arrived at EDR: 06/26/2018 Date Made Active in Reports: 07/11/2018 Number of Days to Update: 15 Source: Environmental Health Department Telephone: N/A Last EDR Contact: 06/08/2021 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 Date Data Arrived at EDR: 05/11/2021 Date Made Active in Reports: 05/14/2021 Number of Days to Update: 3 Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 02/20/2020 Date Made Active in Reports: 04/24/2020 Number of Days to Update: 64 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 06/10/2021 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 Date Data Arrived at EDR: 03/29/2019 Date Made Active in Reports: 05/29/2019 Number of Days to Update: 61 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 08/31/2021 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 Date Data Arrived at EDR: 09/09/2011 Date Made Active in Reports: 10/07/2011 Number of Days to Update: 28 Source: Santa Barbara County Public Health Department Telephone: 805-686-8167 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 02/26/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 82 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 08/04/2021 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 Date Data Arrived at EDR: 03/30/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 22 Source: Santa Clara Valley Water District Telephone: 408-265-2600 Last EDR Contact: 03/23/2009 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 Date Data Arrived at EDR: 03/05/2014 Date Made Active in Reports: 03/18/2014 Number of Days to Update: 13 Source: Department of Environmental Health Telephone: 408-918-3417 Last EDR Contact: 08/17/2021 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 Date Data Arrived at EDR: 11/05/2020 Date Made Active in Reports: 01/26/2021 Number of Days to Update: 82 Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact: 07/27/2021 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 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 90 Source: Santa Cruz County Environmental Health Telephone: 831-464-2761 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 06/19/2017 Date Made Active in Reports: 08/09/2017 Number of Days to Update: 51 Source: Shasta County Department of Resource Management Telephone: 530-225-5789 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 06/06/2019 Date Made Active in Reports: 08/13/2019 Number of Days to Update: 68 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 03/25/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 77 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 07/06/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 8 Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174 Last EDR Contact: 06/28/2021 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 Date Data Arrived at EDR: 04/01/2021 Date Made Active in Reports: 06/23/2021 Number of Days to Update: 83 Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 06/15/2021 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 Date Data Arrived at EDR: 05/17/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 78 Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751 Last EDR Contact: 07/06/2021 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 Date Data Arrived at EDR: 05/26/2021 Date Made Active in Reports: 08/18/2021 Number of Days to Update: 84 Source: Sutter County Environmental Health Services Telephone: 530-822-7500 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 01/14/2021 Date Made Active in Reports: 04/06/2021 Number of Days to Update: 82 Source: Tehama County Department of Environmental Health Telephone: 530-527-8020 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 04/15/2021 Date Made Active in Reports: 07/06/2021 Number of Days to Update: 82 Source: Department of Toxic Substances Control Telephone: 760-352-0381 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/13/2021 Number of Days to Update: 76 Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400 Last EDR Contact: 08/24/2021 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 Date Data Arrived at EDR: 04/25/2018 Date Made Active in Reports: 06/25/2018 Number of Days to Update: 61 Source: Divison of Environmental Health Telephone: 209-533-5633 Last EDR Contact: 07/13/2021 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 Date Data Arrived at EDR: 04/22/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 81 Source: Ventura County Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 12/01/2011 Date Made Active in Reports: 01/19/2012 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 06/22/2021 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 Date Data Arrived at EDR: 06/24/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 37 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 08/04/2021 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 Date Data Arrived at EDR: 04/21/2021 Date Made Active in Reports: 04/23/2021 Number of Days to Update: 2 Source: Ventura County Resource Management Agency Telephone: 805-654-2813 Last EDR Contact: 07/15/2021 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 Date Data Arrived at EDR: 06/04/2021 Date Made Active in Reports: 08/27/2021 Number of Days to Update: 84 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 06/04/2021 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 Date Data Arrived at EDR: 04/01/2021 Date Made Active in Reports: 06/23/2021 Number of Days to Update: 83 Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 06/22/2021 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 Date Data Arrived at EDR: 04/22/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 20 Source: Yuba County Environmental Health Department Telephone: 530-749-7523 Last EDR Contact: 07/20/2021 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 Date Data Arrived at EDR: 05/11/2021 Date Made Active in Reports: 07/28/2021 Number of Days to Update: 78 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/10/2021 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 Date Data Arrived at EDR: 04/10/2019 Date Made Active in Reports: 05/16/2019 Number of Days to Update: 36 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 07/09/2021 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 Date Data Arrived at EDR: 04/29/2020 Date Made Active in Reports: 07/10/2020 Number of Days to Update: 72 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 07/29/2021 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 Date Data Arrived at EDR: 07/19/2019 Date Made Active in Reports: 09/10/2019 Number of Days to Update: 53 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 07/07/2021 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 Date Data Arrived at EDR: 02/11/2021 Date Made Active in Reports: 02/24/2021 Number of Days to Update: 13 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/11/2021 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 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 09/01/2021 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 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC6651002.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5641308 ORANGE, CANorth Map: 2012Version Date: 5640942 TUSTIN, CATarget Property Map: USGS TOPOGRAPHIC MAP 138 ft. above sea levelElevation: 3734333.0UTM Y (Meters): 424008.5UTM X (Meters): Zone 11Universal Tranverse Mercator: 117.82044 - 117˚ 49’ 13.58’’Longitude (West): 33.748081 - 33˚ 44’ 53.09’’Latitude (North): TARGET PROPERTY COORDINATES TUSTIN, CA 92780 17802 AND 17842 IRVINE BOULEVARD 17802 AND 17842 IRVINE BOULEVARD TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC6651002.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 01/21 Miles✩Target Property Elevation: 138 ft. North South West East 1 0 7 1 1 1 1 1 8 1 1 8 1 2 1 1 2 4 1 2 8 1 3 1 1 3 5 1 3 8 1 4 6 1 6 3 1 7 0 1 7 2 1 6 6 1 6 4 1 6 8 1 8 7 1 8 9 1 4 1 1 4 3 1 4 6 1 3 6 1 4 6 1 4 8 1 4 3 1 4 1 1 4 0 1 3 8 1 3 6 1 3 4 1 3 2 1 3 0 1 3 1 1 3 2 1 3 4 1 3 2 1 3 3 General SSEGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-3 NW1/2 - 1 Mile SSWZ212 SW1/2 - 1 Mile SSEY168 E1/2 - 1 Mile SouthR125 NW1/2 - 1 Mile West116 SW1/2 - 1 Mile EastO71 Not Reported1/4 - 1/2 Mile ESEE14 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. Not found Status: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapTUSTIN NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data06059C0281J FEMA FIRM Flood data06059C0168J FEMA FIRM Flood data06059C0164J Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data06059C0277J Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-4 For additional site information, refer to Physical Setting Source Map Findings. NW1/2 - 1 Mile SSE12G NW1/2 - 1 Mile SSE11G Not Reported1/2 - 1 Mile SSE10G NW1/2 - 1 Mile SSW9G S1/2 - 1 Mile SSE8G SW1/2 - 1 Mile SSE7G E1/2 - 1 Mile South6G Not Reported1/4 - 1/2 Mile ESE4G NW1/2 - 1 Mile West2G SW1/2 - 1 Mile East1G NW1/2 - 1 Mile SSEAC260 NW1/2 - 1 Mile SSEAC259 Not Reported1/2 - 1 Mile SSEAC242 S1/2 - 1 Mile SSEAA227 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-5 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: QuaternarySeries: QCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 1 0 1/16 1/8 1/4 Miles TC6651002.2s Page A-7 Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: fine sandy loamSoil Surface Texture: SAN EMIGDIOSoil Component Name: Soil Map ID: 2 Min: 7.9 Max: 8.4 Min: 4 Max: 14Not reportedNot reportedloam61 inches31 inches 2 Min: 7.9 Max: 8.4 Min: 4 Max: 14Not reportedNot reportedloam31 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/secLayer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction(pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: MOCHOSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-8 1/2 - 1 Mile SouthUSGS40000137620 AB200 1/2 - 1 Mile WestUSGS40000137854 T151 1/2 - 1 Mile NNWUSGS40000137931 U147 1/4 - 1/2 Mile SSWUSGS40000137742 H30 1/4 - 1/2 Mile SouthUSGS40000137741 H27 1/4 - 1/2 Mile SouthUSGS40000137740 H26 1/4 - 1/2 Mile SouthUSGS40000137739 H25 1/8 - 1/4 Mile NNWUSGS40000137878 A10 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS Min: 7.9 Max: 8.4 Min: 14 Max: 42Not reportedNot reported loam very fine sandy coarse sand to gravelly loamy stratified61 inches 7 inches 2 Min: 7.9 Max: 8.4 Min: 14 Max: 42Not reportedNot reportedfine sandy loam 7 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/secLayer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction(pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-9 1/4 - 1/2 Mile WSWCAEDF0000104921 K50 1/4 - 1/2 Mile EastCAEDF0000138449 J49 1/4 - 1/2 Mile WSWCAEDF0000012166 F48 1/4 - 1/2 Mile EastCAEDF0000090856 I47 1/4 - 1/2 Mile WSWCAEDF0000039335 F46 1/4 - 1/2 Mile SSECAEDF0000132346 G45 1/4 - 1/2 Mile WSWCAEDF0000059559 F44 1/4 - 1/2 Mile WSWCAEDF0000111990 F43 1/4 - 1/2 Mile SSWCADWR0000012728 H42 1/4 - 1/2 Mile SSECAEDF0000098846 G41 1/4 - 1/2 Mile SSECAEDF0000065896 G40 1/4 - 1/2 Mile SSECAEDF0000050207 G39 1/4 - 1/2 Mile SouthCADDW0000019477 H38 1/4 - 1/2 Mile SSECAEDF0000070221 G37 1/4 - 1/2 Mile SSWCADWR9000005269 H36 1/4 - 1/2 Mile SSECAEDF0000039784 G35 1/4 - 1/2 Mile SSECAEDF0000078108 G34 1/4 - 1/2 Mile SSWCALLNL000000481 H33 1/4 - 1/2 Mile SouthCAUSGSN00017304 H32 1/4 - 1/2 Mile SouthCAUSGSN00007202 H31 1/4 - 1/2 Mile SSWCAUSGSN00008714 H29 1/4 - 1/2 Mile SSECAEDF0000122839 G28 1/4 - 1/2 Mile SouthCADDW0000016277 H24 1/4 - 1/2 Mile SSECAEDF0000126508 G23 1/4 - 1/2 Mile SouthCADWR9000005268 H22 1/4 - 1/2 Mile SouthCADWR0000024564 H21 1/4 - 1/2 Mile SSECAEDF0000016982 G20 1/4 - 1/2 Mile SSECAEDF0000076757 G19 1/4 - 1/2 Mile EastCAEDF0000104083 D18 1/4 - 1/2 Mile ESECAEDF0000009175 E17 1/4 - 1/2 Mile NNECADDW0000022878 C15 1/4 - 1/2 Mile EastCAEDF0000050095 D13 1/4 - 1/2 Mile NNECADWR0000034628 C12 1/4 - 1/2 Mile NECADDW0000015552 B11 1/8 - 1/4 Mile NNWCAUSGS000002625 A9 1/8 - 1/4 Mile NNWCAUSGSN00016070 A8 1/8 - 1/4 Mile NNECALLNL000000106 7 1/8 - 1/4 Mile NE6130 B6 1/8 - 1/4 Mile NE6131 B5 1/8 - 1/4 Mile NE6129 B4 1/8 - 1/4 Mile NE6123 B3 1/8 - 1/4 Mile NE6125 B2 1/8 - 1/4 Mile NNWCADDW0000009944 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/4 - 1/2 Mile WSWCA3010046 F16 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-10 1/2 - 1 Mile EastCAEDF0000101517 P103 1/2 - 1 Mile ENECAEDF0000033470 Q102 1/2 - 1 Mile EastCAEDF0000127073 Q101 1/2 - 1 Mile EastCAEDF0000000942 P100 1/2 - 1 Mile EastCAEDF0000094759 O99 1/2 - 1 Mile EastCAEDF0000022137 O98 1/2 - 1 Mile EastCAEDF0000097848 O97 1/2 - 1 Mile EastCAEDF0000107592 O96 1/2 - 1 Mile EastCAEDF0000105126 O95 1/2 - 1 Mile EastCAEDF0000122041 O94 1/2 - 1 Mile EastCAEDF0000139086 P93 1/2 - 1 Mile ENECAEDF0000080106 Q92 1/2 - 1 Mile EastCAEDF0000106466 P91 1/2 - 1 Mile EastCAEDF0000018187 O90 1/2 - 1 Mile EastCAEDF0000018221 O89 1/2 - 1 Mile EastCAEDF0000137915 O88 1/2 - 1 Mile EastCAEDF0000038342 O87 1/2 - 1 Mile EastCAEDF0000018629 O86 1/2 - 1 Mile EastCAEDF0000129757 O85 1/2 - 1 Mile ENECAEDF0000088540 N84 1/2 - 1 Mile EastCAEDF0000104117 O83 1/2 - 1 Mile EastCAEDF0000104490 O82 1/2 - 1 Mile EastCAEDF0000120596 N81 1/2 - 1 Mile EastCAEDF0000045349 N80 1/2 - 1 Mile EastCAEDF0000016376 O79 1/2 - 1 Mile EastCAEDF0000134664 O78 1/2 - 1 Mile EastCAEDF0000051723 O77 1/2 - 1 Mile EastCAEDF0000140532 O76 1/2 - 1 Mile ENECAEDF0000021397 N75 1/2 - 1 Mile EastCAEDF0000118115 O74 1/2 - 1 Mile EastCAEDF0000130908 N73 1/2 - 1 Mile EastCAEDF0000074706 O72 1/2 - 1 Mile ESECAEDF0000022050 70 1/2 - 1 Mile ENECAEDF0000120801 N69 1/2 - 1 Mile EastCAEDF0000051885 J68 1/2 - 1 Mile EastCAEDF0000131642 I67 1/4 - 1/2 Mile EastCAEDF0000044031 J66 1/4 - 1/2 Mile ENECAEDF0000125896 N65 1/4 - 1/2 Mile ENECAEDF0000008284 J64 1/4 - 1/2 Mile EastCAEDF0000142998 J63 1/4 - 1/2 Mile EastCAEDF0000064726 I62 1/4 - 1/2 Mile SWCADWR0000026641 M61 1/4 - 1/2 Mile SWCADWR0000024680 M60 1/4 - 1/2 Mile WSWCAEDF0000050497 K59 1/4 - 1/2 Mile ENECAEDF0000106677 J58 1/4 - 1/2 Mile WSWCAEDF0000092910 K57 1/4 - 1/2 Mile SSECAEDF0000018936 L56 1/4 - 1/2 Mile SouthCADDW0000007618 H55 1/4 - 1/2 Mile WSWCAEDF0000090595 K54 1/4 - 1/2 Mile WSWCAEDF0000123959 K53 1/4 - 1/2 Mile SSECAEDF0000089337 L52 1/4 - 1/2 Mile EastCAEDF0000017565 I51 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-11 1/2 - 1 Mile NNWCAEDF0000086506 X161 1/2 - 1 Mile WestCAEDF0000034265 V160 1/2 - 1 Mile WestCAEDF0000108271 V159 1/2 - 1 Mile WSWCADWR0000029518 W157 1/2 - 1 Mile WestCAEDF0000034137 V156 1/2 - 1 Mile WestCAEDF0000016566 V155 1/2 - 1 Mile WSWCADWR9000005277 W154 1/2 - 1 Mile WestCAEDF0000140287 V153 1/2 - 1 Mile ENECADDW0000006155 152 1/2 - 1 Mile WSWCADDW0000000828 W150 1/2 - 1 Mile WestCAEDF0000115044 V149 1/2 - 1 Mile WestCAUSGSN00001815 T148 1/2 - 1 Mile WestCAEDF0000131609 V146 1/2 - 1 Mile WestCAEDF0000125183 V145 1/2 - 1 Mile NNWCAUSGSN00019432 U144 1/2 - 1 Mile NNWCALLNL000000349 U143 1/2 - 1 Mile WestCAEDF0000057418 V142 1/2 - 1 Mile WestCAEDF0000071698 V141 1/2 - 1 Mile WestCAEDF0000139971 V140 1/2 - 1 Mile WestCAEDF0000043961 V139 1/2 - 1 Mile NNWCADDW0000002450 U138 1/2 - 1 Mile SouthCAEDF0000101520 S137 1/2 - 1 Mile WestCADWR0000017808 T136 1/2 - 1 Mile SouthCAEDF0000103372 S135 1/2 - 1 Mile SouthCAEDF0000083149 S134 1/2 - 1 Mile SouthCAEDF0000003120 S133 1/2 - 1 Mile SouthCAEDF0000101901 S132 1/2 - 1 Mile SouthCAEDF0000023635 S131 1/2 - 1 Mile SouthCAEDF0000141721 S130 1/2 - 1 Mile SouthCAEDF0000097001 S129 1/2 - 1 Mile SouthCAEDF0000112224 S128 1/2 - 1 Mile SouthCAEDF0000127371 S127 1/2 - 1 Mile SouthCAEDF0000024410 R126 1/2 - 1 Mile SouthCAEDF0000135963 R124 1/2 - 1 Mile ENECAEDF0000129536 123 1/2 - 1 Mile SouthCAEDF0000110996 R122 1/2 - 1 Mile SouthCAEDF0000012552 R121 1/2 - 1 Mile SouthCAEDF0000085105 R120 1/2 - 1 Mile SouthCAEDF0000047983 R119 1/2 - 1 Mile SouthCAEDF0000011999 R118 1/2 - 1 Mile SouthCAEDF0000012066 R117 1/2 - 1 Mile EastCAEDF0000101036 115 1/2 - 1 Mile SouthCAEDF0000012644 R114 1/2 - 1 Mile SouthCAEDF0000068289 R113 1/2 - 1 Mile SouthCAEDF0000050633 R112 1/2 - 1 Mile SouthCAEDF0000036615 R111 1/2 - 1 Mile ENECAEDF0000136599 Q110 1/2 - 1 Mile EastCAEDF0000014395 109 1/2 - 1 Mile EastCAEDF0000136114 Q107 1/2 - 1 Mile EastCAEDF0000051397 Q106 1/2 - 1 Mile ENECAEDF0000033522 Q105 1/2 - 1 Mile ENECAEDF0000079948 Q104 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-12 1/2 - 1 Mile SSWCAEDF0000096257 Z216 1/2 - 1 Mile SSWCAEDF0000087036 Z215 1/2 - 1 Mile SSECAEDF0000136934 Y214 1/2 - 1 Mile SSECAEDF0000110826 Y213 1/2 - 1 Mile SouthCADWR0000035372 AB211 1/2 - 1 Mile SSWCAEDF0000006566 Z210 1/2 - 1 Mile SSWCAEDF0000121391 Z209 1/2 - 1 Mile SSWCAEDF0000031818 Z208 1/2 - 1 Mile SSWCAEDF0000086412 Z207 1/2 - 1 Mile SSWCAEDF0000020124 Z206 1/2 - 1 Mile SSWCAEDF0000101427 Z205 1/2 - 1 Mile SSWCAEDF0000084236 Z204 1/2 - 1 Mile SSWCAEDF0000065543 Z203 1/2 - 1 Mile SouthCAUSGSN00004061 AB202 1/2 - 1 Mile SSECAEDF0000140495 Y201 1/2 - 1 Mile SSWCAEDF0000138181 Z199 1/2 - 1 Mile SSWCAEDF0000097714 Z198 1/2 - 1 Mile SSECAEDF0000064798 Y197 1/2 - 1 Mile SSECAEDF0000010972 Y196 1/2 - 1 Mile SSWCAEDF0000070671 Z195 1/2 - 1 Mile SSWCAEDF0000121867 Z194 1/2 - 1 Mile SSWCAEDF0000080559 Z193 1/2 - 1 Mile SSWCAEDF0000015987 Z192 1/2 - 1 Mile SSWCAEDF0000093922 Z191 1/2 - 1 Mile SSWCAEDF0000139133 Z190 1/2 - 1 Mile NNWCAEDF0000125522 X189 1/2 - 1 Mile SSWCAEDF0000016334 Z188 1/2 - 1 Mile SSWCAEDF0000015511 Z187 1/2 - 1 Mile NNWCAEDF0000137772 X186 1/2 - 1 Mile SSWCAEDF0000078564 Z185 1/2 - 1 Mile SSECAEDF0000093692 AA184 1/2 - 1 Mile NNWCAEDF0000047342 X183 1/2 - 1 Mile SSWCAEDF0000016909 Z182 1/2 - 1 Mile NNWCAEDF0000103160 X181 1/2 - 1 Mile NNWCAEDF0000016684 X180 1/2 - 1 Mile SSWCAEDF0000065392 Z179 1/2 - 1 Mile NNWCAEDF0000072190 X178 1/2 - 1 Mile NNWCAEDF0000011144 X177 1/2 - 1 Mile SSWCAEDF0000070040 Z176 1/2 - 1 Mile NNWCAEDF0000012506 X175 1/2 - 1 Mile NNWCAEDF0000061947 X174 1/2 - 1 Mile NNWCAEDF0000125188 X173 1/2 - 1 Mile NNWCAEDF0000013580 X172 1/2 - 1 Mile NNWCAEDF0000058640 X171 1/2 - 1 Mile NNWCAEDF0000097888 X170 1/2 - 1 Mile NNWCAEDF0000093299 X169 1/2 - 1 Mile NNWCAEDF0000014167 X167 1/2 - 1 Mile NNWCAEDF0000008841 X166 1/2 - 1 Mile NNWCAEDF0000059727 X165 1/2 - 1 Mile NNWCAEDF0000021040 X164 1/2 - 1 Mile NNWCAEDF0000080068 X163 1/2 - 1 Mile NNWCAEDF0000013675 X162 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6651002.2s Page A-13 1/2 - 1 Mile SSECAEDF0000143016 AC264 1/2 - 1 Mile SSECAEDF0000119633 AC263 1/2 - 1 Mile SSECAEDF0000121196 AC262 1/2 - 1 Mile NECADWR0000003170 261 1/2 - 1 Mile SSECAEDF0000043274 AC258 1/2 - 1 Mile SSECAEDF0000093742 AC257 1/2 - 1 Mile SSECAEDF0000039608 AC256 1/2 - 1 Mile SSECAEDF0000070062 AC255 1/2 - 1 Mile SSECAEDF0000054138 AC254 1/2 - 1 Mile SSECAEDF0000086439 AC253 1/2 - 1 Mile SSECAEDF0000093731 AC252 1/2 - 1 Mile SSECAEDF0000108953 AC251 1/2 - 1 Mile SSECAEDF0000097637 AD250 1/2 - 1 Mile SSECAEDF0000091127 AA249 1/2 - 1 Mile SSECAEDF0000000185 AC248 1/2 - 1 Mile SSECAEDF0000134814 AD247 1/2 - 1 Mile SSECAEDF0000084195 AD246 1/2 - 1 Mile SSECAEDF0000135106 AA245 1/2 - 1 Mile SSECAEDF0000081000 AC244 1/2 - 1 Mile SSECAEDF0000016618 AC243 1/2 - 1 Mile SSECAEDF0000102650 AC241 1/2 - 1 Mile SSECAEDF0000014601 AC240 1/2 - 1 Mile SSECAEDF0000142942 AC239 1/2 - 1 Mile SSECAEDF0000000049 AC238 1/2 - 1 Mile SSECAEDF0000140569 AA237 1/2 - 1 Mile SSECAEDF0000060380 AA236 1/2 - 1 Mile SSECAEDF0000111451 AA235 1/2 - 1 Mile SSECAEDF0000124768 AA234 1/2 - 1 Mile South6135 AB233 1/2 - 1 Mile SSECAEDF0000000594 AA232 1/2 - 1 Mile SSECAEDF0000116096 Y231 1/2 - 1 Mile SSECAEDF0000072502 Y230 1/2 - 1 Mile SSECAEDF0000093354 AA229 1/2 - 1 Mile SSECAEDF0000091587 AA228 1/2 - 1 Mile SSECAEDF0000032562 AA226 1/2 - 1 Mile SSECAEDF0000073172 AC225 1/2 - 1 Mile SSWCADWR9000005241 AB224 1/2 - 1 Mile SSWCAEDF0000075931 Z223 1/2 - 1 Mile SSWCAEDF0000019972 Z222 1/2 - 1 Mile SSECAEDF0000020815 AA221 1/2 - 1 Mile SouthCADDW0000018310 AB220 1/2 - 1 Mile SSECAEDF0000114355 AA219 1/2 - 1 Mile SouthCADWR9000005240 AB218 1/2 - 1 Mile SSWCAEDF0000036897 Z217 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 00 200 160 1 6 0 1 6 0 160 1 6 0 1 60 2 0 0 2 0 0 240 280 1 6 0 1 2 0 120 1 2 0 12 0 1 2 0 1 2 0 120 CA TC6651002.2s Page A-15 Not ReportedReport units:PH, LABORATORYChemical: 7.7Finding:02-JUN-16Sample date: 0.Dlr: USReport units:SPECIFIC CONDUCTANCEChemical: 729.Finding:02-JUN-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 4.98Finding:06-FEB-17Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4.99Finding:06-FEB-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 5.2Finding:22-FEB-18Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 5.21Finding:22-FEB-18Sample date: TUSTINArea serve: 13628Connection:52100Pop serv: Not ReportedZip ext:92680Zip: CAState:TUSTINCity: P.O. BOX 466Address:Not ReportedHqname: City Of TustinSystem nam:3010046System no: Not ReportedComment 7:Not ReportedComment 6: Not ReportedComment 5:Not ReportedComment 4: Not ReportedComment 3:Not ReportedComment 2: SE CORNER OF PROSPECT AVE. AND BENETA WAYComment 1: AUStatus:5Precision: 1174900.0Longitude:334500.0Latitude: WELL/AMBNT/MUN/INTAKEStation ty:COLUMBUS TUSTINSource nam: GWater type:3010046System no: TEEUser id:08District: 30County:3010046003Frds no: 05S/09W-09K01 SPrim sta c:6125Seq: B2 NE 1/8 - 1/4 Mile Lower 6125CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-003&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: COLUMBUS TUSTINOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-003Well ID: A1 NNW 1/8 - 1/4 Mile Higher CADDW0000009944CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-16 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 4.23Finding:02-JUN-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4.14Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:BROMIDEChemical: 0.16Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 452.Finding:02-JUN-16Sample date: 3.Dlr: UG/LReport units:VANADIUMChemical: 4.6Finding:02-JUN-16Sample date: 0.5Dlr: MG/LReport units:SULFATEChemical: 92.3Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:CHLORIDEChemical: 71.4Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:POTASSIUMChemical: 2.3Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:SODIUMChemical: 76.8Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:MAGNESIUMChemical: 9.4Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:CALCIUMChemical: 54.5Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:HARDNESS (TOTAL) AS CACO3Chemical: 175.Finding:02-JUN-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 4.31Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:BICARBONATE ALKALINITYChemical: 142.Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:ALKALINITY (TOTAL) AS CACO3Chemical: 142.Finding:02-JUN-16Sample date: 0.Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-17 MG/LReport units:CALCIUMChemical: 83.6Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:HARDNESS (TOTAL) AS CACO3Chemical: 276.Finding:24-FEB-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 5.59Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:BICARBONATE ALKALINITYChemical: 189.Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:ALKALINITY (TOTAL) AS CACO3Chemical: 155.Finding:24-FEB-16Sample date: 0.Dlr: Not ReportedReport units:PH, LABORATORYChemical: 7.8Finding:24-FEB-16Sample date: 0.Dlr: USReport units:SPECIFIC CONDUCTANCEChemical: 840.Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:BROMIDEChemical: 0.19Finding:24-FEB-16Sample date: 0.1Dlr: NTUReport units:TURBIDITY, LABORATORYChemical: 0.2Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 486.Finding:24-FEB-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 5.59Finding:24-FEB-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4.59Finding:21-MAR-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 4.75Finding:21-MAR-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4.75Finding:21-MAR-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 4.58Finding:21-MAR-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4.23Finding:02-JUN-16Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-18 0.Dlr: PCI/LReport units:RADIUM 228 COUNTING ERRORChemical: 0.542Finding:13-AUG-14Sample date: 0.Dlr: PCI/LReport units:GROSS ALPHA COUNTING ERRORChemical: 1.68Finding:13-AUG-14Sample date: 3.Dlr: PCI/LReport units:GROSS ALPHAChemical: 3.79Finding:13-AUG-14Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 3400.Finding:13-AUG-14Sample date: 0.Dlr:PCI/LReport units: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: 8.7e-002Finding:13-AUG-14Sample date: 0.Dlr: PCI/LReport units:RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: 0.151Finding:13-AUG-14Sample date: 0.Dlr:PCI/LReport units: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: 0.363Finding:13-AUG-14Sample date: 1.Dlr: PCI/LReport units:URANIUM (PCI/L)Chemical: 1.13Finding:13-AUG-14Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 3510.Finding:13-NOV-14Sample date: 0.1Dlr: MG/LReport units:FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.16Finding:24-FEB-16Sample date: 0.5Dlr: MG/LReport units:SULFATEChemical: 112.Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:CHLORIDEChemical: 89.9Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:POTASSIUMChemical: 2.1Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:SODIUMChemical: 66.2Finding:24-FEB-16Sample date: 0.Dlr: MG/LReport units:MAGNESIUMChemical: 16.4Finding:24-FEB-16Sample date: 0.Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-19 MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 468.Finding:25-FEB-13Sample date: 3.Dlr: UG/LReport units:VANADIUMChemical: 5.2Finding:25-FEB-13Sample date: 0.1Dlr: MG/LReport units:FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.18Finding:25-FEB-13Sample date: 0.5Dlr: MG/LReport units:SULFATEChemical: 95.7Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:CHLORIDEChemical: 76.1Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:POTASSIUMChemical: 2.2Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:SODIUMChemical: 76.1Finding:25-FEB-13Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 3670.Finding:22-MAY-13Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4030.Finding:19-AUG-13Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 3960.Finding:15-OCT-13Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4070.Finding:25-FEB-14Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 3590.Finding:28-MAY-14Sample date: 0.Dlr: PCI/LReport units:RADIUM 228 MDA95Chemical: 0.253Finding:13-AUG-14Sample date: 0.Dlr: PCI/LReport units:URANIUM MDA95Chemical: 0.3Finding:13-AUG-14Sample date: 0.Dlr: PCI/LReport units:GROSS ALPHA MDA95Chemical: 1.11Finding:13-AUG-14Sample date: 0.Dlr: PCI/LReport units:URANIUM COUNTING ERRORChemical: 0.727Finding:13-AUG-14Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-20 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4840.Finding:06-JUN-12Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 21.4Finding:06-JUN-12Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4570.Finding:14-AUG-12Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 20.2Finding:14-AUG-12Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4130.Finding:06-NOV-12Sample date: 0.Dlr: Not ReportedReport units:PH, LABORATORYChemical: 8.Finding:25-FEB-13Sample date: 0.Dlr: USReport units:SPECIFIC CONDUCTANCEChemical: 757.Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:ALKALINITY (TOTAL) AS CACO3Chemical: 143.Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:BICARBONATE ALKALINITYChemical: 175.Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:HARDNESS (TOTAL) AS CACO3Chemical: 183.Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:CALCIUMChemical: 57.1Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:MAGNESIUMChemical: 9.8Finding:25-FEB-13Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4890.Finding:25-FEB-13Sample date: 0.Dlr: MG/LReport units:BROMIDEChemical: 0.17Finding:25-FEB-13Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 21.6Finding:25-FEB-13Sample date: 0.Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-21 30County:3010046008Frds no: 05S/09W-16C01 SPrim sta c:6131Seq: B5 NE 1/8 - 1/4 Mile Lower 6131CA WELLS TUSTINArea serve: 13628Connection:52100Pop serv: Not ReportedZip ext:92680Zip: CAState:TUSTINCity: P.O. BOX 466Address:Not ReportedHqname: City Of TustinSystem nam:3010046System no: Not ReportedComment 7: Not ReportedComment 6:Not ReportedComment 5: Not ReportedComment 4:Not ReportedComment 3: Not ReportedComment 2:Not ReportedComment 1: ABStatus:8Precision: 1174900.0Longitude:334500.0Latitude: WELL/AMBNT/MUN/INTAKE/SUPPLYStation ty:MAIN STREET WELL 01 - ABANDONEDSource nam: GWater type:3010046System no: TEEUser id:08District: 30County:3010046006Frds no: 05S/09W-16B02 SPrim sta c:6129Seq: B4 NE 1/8 - 1/4 Mile Lower 6129CA WELLS TUSTINArea serve: 13628Connection:52100Pop serv: Not ReportedZip ext:92680Zip: CAState:TUSTINCity: P.O. BOX 466Address:Not ReportedHqname: City Of TustinSystem nam:3010046System no: Not ReportedComment 7: Not ReportedComment 6:Not ReportedComment 5: Not ReportedComment 4:Not ReportedComment 3: Not ReportedComment 2:Not ReportedComment 1: IUStatus:8Precision: 1174900.0Longitude:334500.0Latitude: WELL/AMBNT/MUN/INTAKE/SUPPLYStation ty:LIVINGSTON - INACTIVESource nam: GWater type:3010046System no: TEEUser id:08District: 30County:3010046005Frds no: 05S/09W-09H01 SPrim sta c:6123Seq: B3 NE 1/8 - 1/4 Mile Lower 6123CA WELLS 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 4460.Finding:22-FEB-12Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-22 16.1Finding:04-OCT-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.8Finding:04-OCT-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.5Finding:01-NOV-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.4Finding:01-NOV-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.Finding:29-NOV-17Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 16.Finding:29-NOV-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.7Finding:29-NOV-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.5Finding:06-DEC-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 17.2Finding:06-DEC-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 6.Finding:21-DEC-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.4Finding:21-MAR-18Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 16.4Finding:21-MAR-18Sample date: TUSTINArea serve: 13628Connection:52100Pop serv: Not ReportedZip ext:92680Zip: CAState:TUSTINCity: P.O. BOX 466Address:Not ReportedHqname: City Of TustinSystem nam:3010046System no: Not ReportedComment 7: Not ReportedComment 6:Not ReportedComment 5: Not ReportedComment 4:Not ReportedComment 3: Not ReportedComment 2:Not ReportedComment 1: ARStatus:8Precision: 1174900.0Longitude:334500.0Latitude: WELL/AMBNT/MUN/INTAKE/SUPPLYStation ty:MAIN STREET WELL 03Source nam: GWater type:3010046System no: TEEUser id:08District: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-23 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.3Finding:11-MAY-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.Finding:11-MAY-17Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 15.3Finding:11-MAY-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.1Finding:07-JUN-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.5Finding:07-JUN-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.3Finding:05-JUL-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.3Finding:05-JUL-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.Finding:02-AUG-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.4Finding:02-AUG-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.8Finding:06-SEP-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.6Finding:06-SEP-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.6Finding:07-SEP-17Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 884.Finding:07-SEP-17Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 16.6Finding:07-SEP-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.5Finding:07-SEP-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-24 MG/LReport units:HARDNESS (TOTAL) AS CACO3Chemical: 627.Finding:31-JAN-17Sample date: 0.3Dlr: MG/LReport units:TOTAL ORGANIC CARBON (TOC)Chemical: 0.31Finding:31-JAN-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.2Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:BICARBONATE ALKALINITYChemical: 272.Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:ALKALINITY (TOTAL) AS CACO3Chemical: 272.Finding:31-JAN-17Sample date: 0.Dlr: Not ReportedReport units:PH, LABORATORYChemical: 7.4Finding:31-JAN-17Sample date: 0.Dlr: USReport units:SPECIFIC CONDUCTANCEChemical: 1470.Finding:31-JAN-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.4Finding:03-FEB-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.08Finding:03-FEB-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.8Finding:31-MAR-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.04Finding:31-MAR-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.1Finding:05-APR-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.26Finding:05-APR-17Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.9Finding:03-MAY-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.4Finding:03-MAY-17Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 668.Finding:11-MAY-17Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-25 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.5Finding:04-JAN-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 4.16Finding:04-JAN-17Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.3Finding:31-JAN-17Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 15.2Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:BROMIDEChemical: 0.45Finding:31-JAN-17Sample date: 0.1Dlr: NTUReport units:TURBIDITY, LABORATORYChemical: 0.3Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 958.Finding:31-JAN-17Sample date: 100.Dlr: UG/LReport units:BORONChemical: 150.Finding:31-JAN-17Sample date: 0.1Dlr: MG/LReport units:FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.16Finding:31-JAN-17Sample date: 0.5Dlr: MG/LReport units:SULFATEChemical: 207.Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:CHLORIDEChemical: 157.Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:POTASSIUMChemical: 2.2Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:SODIUMChemical: 69.7Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:MAGNESIUMChemical: 51.6Finding:31-JAN-17Sample date: 0.Dlr: MG/LReport units:CALCIUMChemical: 166.Finding:31-JAN-17Sample date: 0.Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-26 MG/LReport units:NITRATE (AS N)Chemical: 14.7Finding:03-AUG-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14.4Finding:17-AUG-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 6.Finding:17-AUG-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 14.4Finding:17-AUG-16Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 884.Finding:17-AUG-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 14.4Finding:07-SEP-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 4.12Finding:05-OCT-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 16.7Finding:05-OCT-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 4.72Finding:02-NOV-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.7Finding:02-NOV-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 14.2Finding:07-NOV-16Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 948.Finding:07-NOV-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.2Finding:07-NOV-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14.2Finding:07-NOV-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 4.52Finding:07-DEC-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 15.8Finding:07-DEC-16Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-27 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 966.Finding:10-NOV-15Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 65.73Finding:10-NOV-15Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14.8Finding:10-NOV-15Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 890.Finding:24-FEB-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 14.8Finding:24-FEB-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.7Finding:24-FEB-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14.8Finding:24-FEB-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.3Finding:08-MAR-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.5Finding:08-MAR-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 14.1Finding:02-JUN-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.7Finding:02-JUN-16Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14.1Finding:02-JUN-16Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 922.Finding:02-JUN-16Sample date: 0.4Dlr: MG/LReport units:NITRATE (AS N)Chemical: 14.3Finding:06-JUL-16Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 4.11Finding:06-JUL-16Sample date: 0.4Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-28 UG/LReport units:PERCHLORATEChemical: 4.1Finding:13-AUG-14Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 4.9Finding:13-NOV-14Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 884.Finding:13-NOV-14Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 60.5Finding:13-NOV-14Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 13700.Finding:13-NOV-14Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 59.43Finding:11-MAR-15Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 13400.Finding:11-MAR-15Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.Finding:11-MAR-15Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 908.Finding:17-MAR-15Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14100.Finding:13-MAY-15Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 62.29Finding:13-MAY-15Sample date: 0.Dlr: Not ReportedReport units:PH, FIELDChemical: 7.4Finding:01-JUN-15Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 914.Finding:01-JUN-15Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 870.Finding:10-AUG-15Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 65.Finding:10-AUG-15Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14.7Finding:10-AUG-15Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-29 0.Dlr: PCI/LReport units:RADIUM 228 COUNTING ERRORChemical: 0.428Finding:25-FEB-14Sample date: 0.Dlr: PCI/LReport units:GROSS ALPHA COUNTING ERRORChemical: 1.28Finding:25-FEB-14Sample date: 4.Dlr: UG/LReport units:PERCHLORATEChemical: 5.1Finding:25-FEB-14Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 14400.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:BROMIDEChemical: 0.38Finding:25-FEB-14Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 63.7Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 912.Finding:25-FEB-14Sample date: 100.Dlr: UG/LReport units:BORONChemical: 130.Finding:25-FEB-14Sample date: 0.1Dlr: MG/LReport units:FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.16Finding:25-FEB-14Sample date: 0.5Dlr: MG/LReport units:SULFATEChemical: 201.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:CHLORIDEChemical: 162.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:POTASSIUMChemical: 2.1Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:TOTAL DISSOLVED SOLIDSChemical: 888.Finding:13-AUG-14Sample date: 2.Dlr: MG/LReport units:NITRATE (AS NO3)Chemical: 56.9Finding:13-AUG-14Sample date: 0.4Dlr: MG/LReport units:NITRATE + NITRITE (AS N)Chemical: 12800.Finding:13-AUG-14Sample date: 4.Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-30 Not ReportedReport units:PH, LABORATORYChemical: 7.7Finding:25-FEB-14Sample date: 0.Dlr: USReport units:SPECIFIC CONDUCTANCEChemical: 1360.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:ALKALINITY (TOTAL) AS CACO3Chemical: 258.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:BICARBONATE ALKALINITYChemical: 315.Finding:25-FEB-14Sample date: 0.3Dlr: MG/LReport units:TOTAL ORGANIC CARBON (TOC)Chemical: 0.48Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:HARDNESS (TOTAL) AS CACO3Chemical: 587.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:CALCIUMChemical: 154.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:MAGNESIUMChemical: 49.Finding:25-FEB-14Sample date: 0.Dlr: MG/LReport units:SODIUMChemical: 62.4Finding:25-FEB-14Sample date: 0.Dlr:PCI/LReport units: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: 0.418Finding:25-FEB-14Sample date: 0.Dlr: PCI/LReport units:RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: 0.159Finding:25-FEB-14Sample date: 0.Dlr:PCI/LReport units: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: 6.6e-002Finding:25-FEB-14Sample date: 0.Dlr: PCI/LReport units:RADIUM 228 MDA95Chemical: 0.253Finding:25-FEB-14Sample date: 0.Dlr: PCI/LReport units:URANIUM MDA95Chemical: 0.3Finding:25-FEB-14Sample date: 0.Dlr: PCI/LReport units:GROSS ALPHA MDA95Chemical: 1.11Finding:25-FEB-14Sample date: 0.Dlr: PCI/LReport units:URANIUM COUNTING ERRORChemical: 0.803Finding:25-FEB-14Sample date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-31 05/17/2001Date: cm3STP/gUnits: .000000530325Results: Helium-4Chemical: 10/09/2001Date: pCi/LUnits: 3.12Results: Tritium (Hydrogen 3)Chemical: 05/17/2001Date: cm3STP/gUnits: .00000125841Results: NeonChemical: 05/17/2001Date: cm3STP/gUnits: .0000000149127Results: XenonChemical: 05/17/2001Date: atom ratioUnits: .00000181167Results: Helium-3/Helium-4Chemical: 05/17/2001Date: cm3STP/gUnits: .000698141Results: ArgonChemical: Not ReportedGeoTracker Data: Not ReportedGroundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S/09W-09K01 SOther Name: Lawrence Livermore National LaboratorySource: MUNICIPALWell Type: 100725Well ID: 7 NNE 1/8 - 1/4 Mile Higher CALLNL000000106CA WELLS TUSTINArea serve: 13628Connection:52100Pop serv: Not ReportedZip ext:92680Zip: CAState:TUSTINCity: P.O. BOX 466Address:Not ReportedHqname: City Of TustinSystem nam:3010046System no: Not ReportedComment 7: Not ReportedComment 6:Not ReportedComment 5: Not ReportedComment 4:Not ReportedComment 3: Not ReportedComment 2:Not ReportedComment 1: ARStatus:8Precision: 1174900.0Longitude:334500.0Latitude: WELL/AMBNT/MUN/INTAKE/SUPPLYStation ty:MAIN STREET WELL 02Source nam: GWater type:3010046System no: TEEUser id:08District: 30County:3010046007Frds no: 05S/09W-16B05 SPrim sta c:6130Seq: B6 NE 1/8 - 1/4 Mile Lower 6130CA WELLS 0.Dlr: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-32 Not ReportedNote: Not ReportedFeet to sea level: 205Feet below surface: 1998-11-05Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 169.5Feet below surface: 2004-03-08Level reading date: 2Ground water levels,Number of Measurements: ftWell Hole Depth Units: 1470Well Hole Depth: ftWell Depth Units: 1180Well Depth: 19840701Construction Date: Unconfined single aquiferAquifer Type: AlluviumFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 18070203HUC: Not ReportedDescription: WellType: 005S009W09K001SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: A10 NNW 1/8 - 1/4 Mile Higher USGS40000137878FED USGS Not ReportedGeoTracker Data: _date=&global_id=&assigned_name=CLABOC-10&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGS&sampGroundwater Quality Data: Not ReportedGAMA PFAS Testing: CLABOC-10Other Name: United States Geological SurveySource: MUNICIPALWell Type: CLABOC-10Well ID: A9 NNW 1/8 - 1/4 Mile Higher CAUSGS000002625CA WELLS Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334504117491901&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334504117491901Other Name: United States Geological SurveySource: UNKWell Type: USGS-334504117491901Well ID: A8 NNW 1/8 - 1/4 Mile Higher CAUSGSN00016070CA WELLS 05/17/2001Date: cm3STP/gUnits: .000000137684Results: KryptonChemical: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-33 date=&global_id=&assigned_name=3010046-005&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: LIVINGSTON - INACTIVEOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-005Well ID: C15 NNE 1/4 - 1/2 Mile Higher CADDW0000022878CA WELLS Date:06/30/1999 Average Water Depth: Not Reported Deep Water Depth:54.4 Shallow Water Depth: 54.21 Groundwater Flow:Not Reported Site ID:083001807TE14 ESE 1/4 - 1/2 Mile Lower 68198AQUIFLOW gned_name=MW-44 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-44&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-44Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-44Well ID: D13 East 1/4 - 1/2 Mile Lower CAEDF0000050095CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W09H001S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W09H001SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W09H001SWell ID: C12 NNE 1/4 - 1/2 Mile Higher CADWR0000034628CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-002&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BENETA WELL - INACTIVEOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-002Well ID: B11 NE 1/4 - 1/2 Mile Higher CADDW0000015552CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-34 gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTER - INACTIVEFacname: 21Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTER - INACTIVEFacname: 21Facid: CA3010046Pwsid: TPFactypecode: reverse osmosisTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTER - INACTIVEFacname: 21Facid: CA3010046Pwsid: TPFactypecode: ion exchangeTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTER - INACTIVEFacname: 21Facid: CA3010046Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTER - INACTIVEFacname: 18Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTER - INACTIVEFacname: 18Facid: CA3010046Pwsid: TPFactypecode: reverse osmosisTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTER - INACTIVEFacname: 18Facid: CA3010046Pwsid: APwsactivitycode: 92781Contactzip: CAContactstate: TUSTINContactcity: Not ReportedContactaddress2: PO BOX 466Contactaddress1: 714-573-3382Contactphone: VALENZUELA, ARTContactorgname: VALENZUELA, ARTContact: Local_GovtOwner: CWSPwstype: Purch_surface_waterPsource longname: 14071Pwssvcconn: 62100Retpopsrvd: ActiveStatus: 06059Fipscounty: Not ReportedZipserved: CAStateserved: Not ReportedCityserved: CITY OF TUSTINPwsname: CA3010046Pwsid: CAState: 09Epa region: F16 WSW 1/4 - 1/2 Mile Higher CA3010046FRDS PWS Not ReportedGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-35 TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: PASADENA WELL - CHLORINATION - XCLDFacname: 2713Facid: CA3010046Pwsid: TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: WALNUT WELL 77 - CHLORINATION XCLDFacname: 2712Facid: CA3010046Pwsid: TPFactypecode: ion exchangeTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: 2708Facid: CA3010046Pwsid: TPFactypecode: reverse osmosisTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: 2708Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: 2708Facid: CA3010046Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: 2708Facid: CA3010046Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: VANDENBERG WELL - CHLORINATION XCLDFacname: 2707Facid: CA3010046Pwsid: TPFactypecode: reverse osmosisTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTERFacname: 2704Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTERFacname: 2704Facid: CA3010046Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTERFacname: 2704Facid: CA3010046Pwsid: TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: YORBA - CHLORINATION XCLDFacname: 2700Facid: CA3010046Pwsid: TPFactypecode: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-36 7145733381Contact zip: 92Contact state: CAContact city: TustinContact address: PO Box 466Contact address: Frederick J. AdjarianContact: 62100Retail population served: CPWS type code: City of TustinPWS name: Not ReportedPWS zip: Not ReportedPWS state: Not ReportedPWS city: Not ReportedPWS address: Not ReportedPWS name: Not ReportedPWS type: CA3010046PWS ID: 52100Population: Ground waterSource code: CITY OF TUSTINOwner: 92680Zip: CAState: TUSTINCity: Not ReportedCare of: Not ReportedAddress: CITY OF TUSTINPWS name: CA3010046PWS ID: TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: WALNUT WELL 77 - CHLORINATION XCLDFacname: CA3010046031Facid: CA3010046Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: CA3010046021Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: CA3010046021Facid: CA3010046Pwsid: TPFactypecode: reverse osmosisTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: CA3010046021Facid: CA3010046Pwsid: TPFactypecode: ion exchangeTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: MAIN ST DESALTERFacname: CA3010046021Facid: CA3010046Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTERFacname: CA3010046018Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTERFacname: CA3010046018Facid: CA3010046Pwsid: TPFactypecode: reverse osmosisTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 17TH ST DESALTERFacname: CA3010046018Facid: CA3010046Pwsid: TPFactypecode: rapid mixTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: BENETA NITRATE BLENDINGFacname: 2720Facid: CA3010046Pwsid: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-37 11/30/2006 0:00:00Compliance end date: 11/1/2006 0:00:00Compliance start date: Monitoring, Repeat Minor (TCR)Violation type: COLIFORM (TCR)Contaminant: 0708006Violation ID: CPWS type code: 62100Population served: City of TustinPWS name: Not ReportedViolation measurement: State Violation/Reminder NoticeEnforcement action: 12/15/2006 0:00:00Enforcement date: 11/30/2006 0:00:00Compliance end date: 11/1/2006 0:00:00Compliance start date: Monitoring, Repeat Minor (TCR)Violation type: COLIFORM (TCR)Contaminant: 0708006Violation ID: CPWS type code: 62100Population served: City of TustinPWS name: Not ReportedEnforcement Category: Fed Compliance achievedEnforcement Detail: 03/01/2000Enforcement Action: 2000Enforcemnt FY: FOrig Code: Not ReportedViolation ID: InformalEnforcement Category: St Violation/Reminder NoticeEnforcement Detail: 12/15/2006Enforcement Action: 2007Enforcemnt FY: SOrig Code: 708006Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 12/15/2006Enforcement Action: 2007Enforcemnt FY: SOrig Code: 708006Violation ID: 11/30/2006Cmp edt: 11/01/2006Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: Monitoring, Repeat Minor (TCR)Violation name: 26Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2006Violation Year: CAState: SOrig code: 708006Violation id: 1174931Longitude: 334444Latitude: Mixed (treated and untreated)Treatment: 50,001 - 75,000 PersonsPopulation served: TUSTINCity served: 059County FIPS: TUSTINCity served: Not ReportedCounty FIPS: 92680System zip: CASystem state: TUSTINSystem city: P.O. BOX 466System address: Not ReportedSystem address: CITY OF TUSTINSystem name: 00052100Retail population: Not ReportedDate system deactivated: 7706Date system activated: ActiveActivity status: CA3010046PWS ID: 52100Population: REVERSE OSMOSISProcess: INORGANICS REMOVALTreatment Objective: Ground waterSource: ORANGECounty: 52100Population: RAPID MIXProcess: INORGANICS REMOVALTreatment Objective: Ground waterSource: ORANGECounty: 52100Population: GASEOUS CHLORINATION, POSTProcess: DISINFECTIONTreatment Objective: Ground waterSource: ORANGECounty: Not ReportedContact telephone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-38 gned_name=MW-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-2Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-2Well ID: G20 SSE 1/4 - 1/2 Mile Lower CAEDF0000016982CA WELLS gned_name=MW-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-1Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-1Well ID: G19 SSE 1/4 - 1/2 Mile Lower CAEDF0000076757CA WELLS gned_name=MW-31 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-31&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-31Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-31Well ID: D18 East 1/4 - 1/2 Mile Lower CAEDF0000104083CA WELLS gned_name=MW-42 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-42&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-42Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-42Well ID: E17 ESE 1/4 - 1/2 Mile Lower CAEDF0000009175CA WELLS Not ReportedViolation measurement: State Compliance AchievedEnforcement action: 12/15/2006 0:00:00Enforcement date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-39 Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-008&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MAIN STREET WELL 03Other Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-008Well ID: H24 South 1/4 - 1/2 Mile Lower CADDW0000016277CA WELLS gned_name=MW-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-3Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-3Well ID: G23 SSE 1/4 - 1/2 Mile Lower CAEDF0000126508CA WELLS Not ReportedWell Completion Rpt #: 0Well Depth: UnknownWell Type: UnknownWell Use: Coastal Plain Of Orange CountyBasin Name: Not ReportedWell Name: 27584Station ID: 05S09W16B005SState Well #: H22 South 1/4 - 1/2 Mile Lower CADWR9000005268CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W16B005S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W16B005SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W16B005SWell ID: H21 South 1/4 - 1/2 Mile Lower CADWR0000024564CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-40 Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 18070204HUC: Not ReportedDescription: WellType: 005S009W16B003SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: H26 South 1/4 - 1/2 Mile Lower USGS40000137740FED USGS Not ReportedNote: Not ReportedFeet to sea level: 161.00Feet below surface: 1976-12-28Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 93.00Feet below surface: 1985-11-13Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 90.62Feet below surface: 1986-03-05Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 91.20Feet below surface: 1986-05-07Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 95.59Feet below surface: 1986-08-22Level reading date: 5Ground water levels,Number of Measurements: ftWell Hole Depth Units: 400Well Hole Depth: ftWell Depth Units: 400Well Depth: 19260000Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 18070204HUC: Not ReportedDescription: WellType: 005S009W16B002SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: H25 South 1/4 - 1/2 Mile Lower USGS40000137739FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-41 California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: Not ReportedHUC: Not ReportedDescription: WellType: 005S009W16C001SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: H30 SSW 1/4 - 1/2 Mile Lower USGS40000137742FED USGS Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334433117491901&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334433117491901Other Name: United States Geological SurveySource: UNKWell Type: USGS-334433117491901Well ID: H29 SSW 1/4 - 1/2 Mile Lower CAUSGSN00008714CA WELLS gned_name=MW-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-4Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-4Well ID: G28 SSE 1/4 - 1/2 Mile Lower CAEDF0000122839CA WELLS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 18070204HUC: Not ReportedDescription: WellType: 005S009W16B004SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: H27 South 1/4 - 1/2 Mile Lower USGS40000137741FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-42 05/18/2001Date: cm3STP/gUnits: .000000475777Results: NeonChemical: 10/08/2001Date: pCi/LUnits: 19.54Results: Tritium (Hydrogen 3)Chemical: 05/18/2001Date: cm3STP/gUnits: .000529033Results: ArgonChemical: Not ReportedGeoTracker Data: Not ReportedGroundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S/09W-16C01 SOther Name: Lawrence Livermore National LaboratorySource: MUNICIPALWell Type: 100728Well ID: H33 SSW 1/4 - 1/2 Mile Lower CALLNL000000481CA WELLS Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334433117491403&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334433117491403Other Name: United States Geological SurveySource: UNKWell Type: USGS-334433117491403Well ID: H32 South 1/4 - 1/2 Mile Lower CAUSGSN00017304CA WELLS Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334433117491404&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334433117491404Other Name: United States Geological SurveySource: UNKWell Type: USGS-334433117491404Well ID: H31 South 1/4 - 1/2 Mile Lower CAUSGSN00007202CA WELLS Other conditions existed that would affect the measured water level.Note: Not ReportedFeet to sea level: 141Feet below surface: 1972-08-10Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 630Well Hole Depth: ftWell Depth Units: 630Well Depth: 19720707Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-43 Not ReportedWell Completion Rpt #: 0Well Depth: UnknownWell Type: UnknownWell Use: Coastal Plain Of Orange CountyBasin Name: Not ReportedWell Name: 5790Station ID: 05S09W16B002SState Well #: H36 SSW 1/4 - 1/2 Mile Lower CADWR9000005269CA WELLS gned_name=MW-8 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-8&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-8Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-8Well ID: G35 SSE 1/4 - 1/2 Mile Lower CAEDF0000039784CA WELLS gned_name=MW-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-5Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-5Well ID: G34 SSE 1/4 - 1/2 Mile Lower CAEDF0000078108CA WELLS 05/18/2001Date: cm3STP/gUnits: .0000000981772Results: KryptonChemical: 05/18/2001Date: cm3STP/gUnits: .0000000121101Results: XenonChemical: 05/18/2001Date: cm3STP/gUnits: .000000219799Results: Helium-4Chemical: 05/18/2001Date: atom ratioUnits: .00000181027Results: Helium-3/Helium-4Chemical: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-44 gned_name=MW-9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-9Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-9Well ID: G40 SSE 1/4 - 1/2 Mile Lower CAEDF0000065896CA WELLS gned_name=MW-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-7Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-7Well ID: G39 SSE 1/4 - 1/2 Mile Lower CAEDF0000050207CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-017&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MAIN STREET WELL 04Other Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-017Well ID: H38 South 1/4 - 1/2 Mile Lower CADDW0000019477CA WELLS gned_name=MW-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assiGeoTracker Data: date=&global_id=T0605984477&assigned_name=MW-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-6Other Name: EDFSource: MONITORINGWell Type: T0605984477-MW-6Well ID: G37 SSE 1/4 - 1/2 Mile Lower CAEDF0000070221CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-45 gned_name=MW9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW9Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW9Well ID: F44 WSW 1/4 - 1/2 Mile Higher CAEDF0000059559CA WELLS gned_name=MW1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW1Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW1Well ID: F43 WSW 1/4 - 1/2 Mile Higher CAEDF0000111990CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W16C001S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W16C001SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W16C001SWell ID: H42 SSW 1/4 - 1/2 Mile Lower CADWR0000012728CA WELLS gned_name=MW5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902351&assiGeoTracker Data: date=&global_id=T0605902351&assigned_name=MW5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW5Other Name: EDFSource: MONITORINGWell Type: T0605902351-MW5Well ID: G41 SSE 1/4 - 1/2 Mile Lower CAEDF0000098846CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-46 gned_name=MW3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW3Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW3Well ID: F48 WSW 1/4 - 1/2 Mile Higher CAEDF0000012166CA WELLS gned_name=MW-32 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-32&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-32Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-32Well ID: I47 East 1/4 - 1/2 Mile Lower CAEDF0000090856CA WELLS gned_name=MW4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW4Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW4Well ID: F46 WSW 1/4 - 1/2 Mile Higher CAEDF0000039335CA WELLS gned_name=MW2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902351&assiGeoTracker Data: date=&global_id=T0605902351&assigned_name=MW2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW2Other Name: EDFSource: MONITORINGWell Type: T0605902351-MW2Well ID: G45 SSE 1/4 - 1/2 Mile Lower CAEDF0000132346CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-47 gned_name=MW7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902351&assiGeoTracker Data: date=&global_id=T0605902351&assigned_name=MW7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW7Other Name: EDFSource: MONITORINGWell Type: T0605902351-MW7Well ID: L52 SSE 1/4 - 1/2 Mile Lower CAEDF0000089337CA WELLS gned_name=MW-26 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-26&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-26Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-26Well ID: I51 East 1/4 - 1/2 Mile Lower CAEDF0000017565CA WELLS gned_name=MW6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW6Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW6Well ID: K50 WSW 1/4 - 1/2 Mile Higher CAEDF0000104921CA WELLS gned_name=MW-29 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-29&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-29Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-29Well ID: J49 East 1/4 - 1/2 Mile Lower CAEDF0000138449CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-48 gned_name=MW8 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902351&assiGeoTracker Data: date=&global_id=T0605902351&assigned_name=MW8&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW8Other Name: EDFSource: MONITORINGWell Type: T0605902351-MW8Well ID: L56 SSE 1/4 - 1/2 Mile Lower CAEDF0000018936CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-007&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MAIN STREET WELL 02 - ABANDONEDOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-007Well ID: H55 South 1/4 - 1/2 Mile Lower CADDW0000007618CA WELLS gned_name=MW5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW5Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW5Well ID: K54 WSW 1/4 - 1/2 Mile Higher CAEDF0000090595CA WELLS gned_name=MW2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW2Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW2Well ID: K53 WSW 1/4 - 1/2 Mile Higher CAEDF0000123959CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-49 Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W16B003S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W16B003SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W16B003SWell ID: M60 SW 1/4 - 1/2 Mile Lower CADWR0000024680CA WELLS gned_name=MW8 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW8&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW8Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW8Well ID: K59 WSW 1/4 - 1/2 Mile Higher CAEDF0000050497CA WELLS gned_name=MW-28 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-28&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-28Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-28Well ID: J58 ENE 1/4 - 1/2 Mile Higher CAEDF0000106677CA WELLS gned_name=MW7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999010&assiGeoTracker Data: date=&global_id=T0605999010&assigned_name=MW7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW7Other Name: EDFSource: MONITORINGWell Type: T0605999010-MW7Well ID: K57 WSW 1/4 - 1/2 Mile Higher CAEDF0000092910CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-50 gned_name=MW-15 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-15&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-15Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-15Well ID: J64 ENE 1/4 - 1/2 Mile Higher CAEDF0000008284CA WELLS gned_name=MW-17 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-17&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-17Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-17Well ID: J63 East 1/4 - 1/2 Mile Lower CAEDF0000142998CA WELLS gned_name=MW-18 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-18&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-18Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-18Well ID: I62 East 1/4 - 1/2 Mile Lower CAEDF0000064726CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W16B004S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W16B004SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W16B004SWell ID: M61 SW 1/4 - 1/2 Mile Lower CADWR0000026641CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-51 gned_name=MW-07 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-07&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-07Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-07Well ID: J68 East 1/2 - 1 Mile Lower CAEDF0000051885CA WELLS gned_name=MW-35 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-35&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-35Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-35Well ID: I67 East 1/2 - 1 Mile Lower CAEDF0000131642CA WELLS gned_name=MW-16 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-16&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-16Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-16Well ID: J66 East 1/4 - 1/2 Mile Lower CAEDF0000044031CA WELLS gned_name=MW-27 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-27&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-27Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-27Well ID: N65 ENE 1/4 - 1/2 Mile Higher CAEDF0000125896CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-52 MW-05Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-05Well ID: N73 East 1/2 - 1 Mile Lower CAEDF0000130908CA WELLS gned_name=MW-06 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-06&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-06Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-06Well ID: O72 East 1/2 - 1 Mile Lower CAEDF0000074706CA WELLS Date:11/09/1992 Average Water Depth: Not Reported Deep Water Depth:126 Shallow Water Depth: 112 Groundwater Flow:SW Site ID:083002199TO71 East 1/2 - 1 Mile Lower 37914AQUIFLOW gned_name=MW-33 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-33&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-33Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-33Well ID: 70 ESE 1/2 - 1 Mile Lower CAEDF0000022050CA WELLS gned_name=MW-30 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-30&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-30Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-30Well ID: N69 ENE 1/2 - 1 Mile Higher CAEDF0000120801CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-53 date=&global_id=T0605901622&assigned_name=MW-01R&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-01ROther Name: EDFSource: MONITORINGWell Type: T0605901622-MW-01RWell ID: O77 East 1/2 - 1 Mile Lower CAEDF0000051723CA WELLS gned_name=MW-02R https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901622&assiGeoTracker Data: date=&global_id=T0605901622&assigned_name=MW-02R&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-02ROther Name: EDFSource: MONITORINGWell Type: T0605901622-MW-02RWell ID: O76 East 1/2 - 1 Mile Lower CAEDF0000140532CA WELLS gned_name=MW-14 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-14&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-14Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-14Well ID: N75 ENE 1/2 - 1 Mile Higher CAEDF0000021397CA WELLS gned_name=MW-11 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-11&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-11Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-11Well ID: O74 East 1/2 - 1 Mile Lower CAEDF0000118115CA WELLS gned_name=MW-05 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-05&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-54 gned_name=MW-13 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-13&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-13Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-13Well ID: N81 East 1/2 - 1 Mile Higher CAEDF0000120596CA WELLS gned_name=MW-24 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-24&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-24Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-24Well ID: N80 East 1/2 - 1 Mile Lower CAEDF0000045349CA WELLS gned_name=MW-03 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901622&assiGeoTracker Data: date=&global_id=T0605901622&assigned_name=MW-03&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-03Other Name: EDFSource: MONITORINGWell Type: T0605901622-MW-03Well ID: O79 East 1/2 - 1 Mile Lower CAEDF0000016376CA WELLS gned_name=GTMW-01 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=GTMW-01&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GTMW-01Other Name: EDFSource: MONITORINGWell Type: T0605901423-GTMW-01Well ID: O78 East 1/2 - 1 Mile Lower CAEDF0000134664CA WELLS gned_name=MW-01R https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901622&assiGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-55 gned_name=B-16 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=B-16&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-16Other Name: EDFSource: MONITORINGWell Type: T0605901423-B-16Well ID: O85 East 1/2 - 1 Mile Lower CAEDF0000129757CA WELLS gned_name=MW-45 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-45&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-45Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-45Well ID: N84 ENE 1/2 - 1 Mile Higher CAEDF0000088540CA WELLS gned_name=MW-46 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-46&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-46Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-46Well ID: O83 East 1/2 - 1 Mile Lower CAEDF0000104117CA WELLS gned_name=B-20 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=B-20&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-20Other Name: EDFSource: MONITORINGWell Type: T0605901423-B-20Well ID: O82 East 1/2 - 1 Mile Lower CAEDF0000104490CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-56 gned_name=GTMW-04 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=GTMW-04&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GTMW-04Other Name: EDFSource: MONITORINGWell Type: T0605901423-GTMW-04Well ID: O89 East 1/2 - 1 Mile Lower CAEDF0000018221CA WELLS gned_name=B-19 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=B-19&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-19Other Name: EDFSource: MONITORINGWell Type: T0605901423-B-19Well ID: O88 East 1/2 - 1 Mile Higher CAEDF0000137915CA WELLS gned_name=MW-10 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-10&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-10Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-10Well ID: O87 East 1/2 - 1 Mile Lower CAEDF0000038342CA WELLS gned_name=MW-03R https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901622&assiGeoTracker Data: date=&global_id=T0605901622&assigned_name=MW-03R&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-03ROther Name: EDFSource: MONITORINGWell Type: T0605901622-MW-03RWell ID: O86 East 1/2 - 1 Mile Lower CAEDF0000018629CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-57 gned_name=MW-12 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-12&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-12Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-12Well ID: P93 East 1/2 - 1 Mile Lower CAEDF0000139086CA WELLS gned_name=MW-09 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-09&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-09Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-09Well ID: Q92 ENE 1/2 - 1 Mile Higher CAEDF0000080106CA WELLS gned_name=MW-34 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-34&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-34Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-34Well ID: P91 East 1/2 - 1 Mile Lower CAEDF0000106466CA WELLS gned_name=B-17 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=B-17&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-17Other Name: EDFSource: MONITORINGWell Type: T0605901423-B-17Well ID: O90 East 1/2 - 1 Mile Lower CAEDF0000018187CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-58 gned_name=MW2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999019&assiGeoTracker Data: date=&global_id=T0605999019&assigned_name=MW2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW2Other Name: EDFSource: MONITORINGWell Type: T0605999019-MW2Well ID: O97 East 1/2 - 1 Mile Lower CAEDF0000097848CA WELLS gned_name=GTMW-03 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=GTMW-03&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GTMW-03Other Name: EDFSource: MONITORINGWell Type: T0605901423-GTMW-03Well ID: O96 East 1/2 - 1 Mile Lower CAEDF0000107592CA WELLS gned_name=MW-47 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-47&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-47Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-47Well ID: O95 East 1/2 - 1 Mile Lower CAEDF0000105126CA WELLS gned_name=MW4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999019&assiGeoTracker Data: date=&global_id=T0605999019&assigned_name=MW4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW4Other Name: EDFSource: MONITORINGWell Type: T0605999019-MW4Well ID: O94 East 1/2 - 1 Mile Lower CAEDF0000122041CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-59 gned_name=MW3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999019&assiGeoTracker Data: date=&global_id=T0605999019&assigned_name=MW3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW3Other Name: EDFSource: MONITORINGWell Type: T0605999019-MW3Well ID: Q101 East 1/2 - 1 Mile Higher CAEDF0000127073CA WELLS gned_name=MW-20 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-20&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-20Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-20Well ID: P100 East 1/2 - 1 Mile Lower CAEDF0000000942CA WELLS gned_name=MW1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999019&assiGeoTracker Data: date=&global_id=T0605999019&assigned_name=MW1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW1Other Name: EDFSource: MONITORINGWell Type: T0605999019-MW1Well ID: O99 East 1/2 - 1 Mile Lower CAEDF0000094759CA WELLS gned_name=MW1D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605999019&assiGeoTracker Data: date=&global_id=T0605999019&assigned_name=MW1D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW1DOther Name: EDFSource: MONITORINGWell Type: T0605999019-MW1DWell ID: O98 East 1/2 - 1 Mile Lower CAEDF0000022137CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-60 gned_name=MW-37 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-37&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-37Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-37Well ID: Q105 ENE 1/2 - 1 Mile Higher CAEDF0000033522CA WELLS gned_name=MW-36 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-36&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-36Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-36Well ID: Q104 ENE 1/2 - 1 Mile Higher CAEDF0000079948CA WELLS gned_name=MW-22 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-22&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-22Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-22Well ID: P103 East 1/2 - 1 Mile Lower CAEDF0000101517CA WELLS gned_name=MW-48 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-48&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-48Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-48Well ID: Q102 ENE 1/2 - 1 Mile Higher CAEDF0000033470CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-61 MW-38Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-38Well ID: Q110 ENE 1/2 - 1 Mile Higher CAEDF0000136599CA WELLS gned_name=MW-23 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-23&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-23Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-23Well ID: 109 East 1/2 - 1 Mile Lower CAEDF0000014395CA WELLS Date:10/30/1992 Average Water Depth: 70 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001385TR108 South 1/2 - 1 Mile Lower 67258AQUIFLOW gned_name=MW-40 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-40&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-40Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-40Well ID: Q107 East 1/2 - 1 Mile Higher CAEDF0000136114CA WELLS gned_name=MW-43 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-43&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-43Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-43Well ID: Q106 East 1/2 - 1 Mile Lower CAEDF0000051397CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-62 date=&global_id=T0605902353&assigned_name=CFS-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-6Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-6Well ID: R114 South 1/2 - 1 Mile Lower CAEDF0000012644CA WELLS gned_name=CFS-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-7Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-7Well ID: R113 South 1/2 - 1 Mile Lower CAEDF0000068289CA WELLS gned_name=CFS-10 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-10&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-10Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-10Well ID: R112 South 1/2 - 1 Mile Lower CAEDF0000050633CA WELLS gned_name=CFS-9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-9Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-9Well ID: R111 South 1/2 - 1 Mile Lower CAEDF0000036615CA WELLS gned_name=MW-38 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-38&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-63 gned_name=CFS-11 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-11&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-11Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-11Well ID: R118 South 1/2 - 1 Mile Lower CAEDF0000011999CA WELLS gned_name=CFS-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-1Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-1Well ID: R117 South 1/2 - 1 Mile Lower CAEDF0000012066CA WELLS Date:03/19/1996 Average Water Depth: Not Reported Deep Water Depth:91.95 Shallow Water Depth: 81.95 Groundwater Flow:NW Site ID:083002544T116 West 1/2 - 1 Mile Higher 52033AQUIFLOW gned_name=MW-21 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-21&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-21Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-21Well ID: 115 East 1/2 - 1 Mile Lower CAEDF0000101036CA WELLS gned_name=CFS-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-64 gned_name=CFS-13 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-13&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-13Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-13Well ID: R122 South 1/2 - 1 Mile Lower CAEDF0000110996CA WELLS gned_name=CFS-12 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-12&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-12Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-12Well ID: R121 South 1/2 - 1 Mile Lower CAEDF0000012552CA WELLS gned_name=CFS-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-5Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-5Well ID: R120 South 1/2 - 1 Mile Lower CAEDF0000085105CA WELLS gned_name=CFS-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-4Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-4Well ID: R119 South 1/2 - 1 Mile Lower CAEDF0000047983CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-65 AS1Other Name: EDFSource: MONITORINGWell Type: T0605902280-AS1Well ID: S127 South 1/2 - 1 Mile Lower CAEDF0000127371CA WELLS gned_name=CFS-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-3Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-3Well ID: R126 South 1/2 - 1 Mile Lower CAEDF0000024410CA WELLS Date:09/13/1990 Average Water Depth: Not Reported Deep Water Depth:63.5 Shallow Water Depth: 56.45 Groundwater Flow:E Site ID:083000716TR125 South 1/2 - 1 Mile Lower 65081AQUIFLOW gned_name=CFS-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902353&assiGeoTracker Data: date=&global_id=T0605902353&assigned_name=CFS-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: CFS-2Other Name: EDFSource: MONITORINGWell Type: T0605902353-CFS-2Well ID: R124 South 1/2 - 1 Mile Lower CAEDF0000135963CA WELLS gned_name=MW-39 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901423&assiGeoTracker Data: date=&global_id=T0605901423&assigned_name=MW-39&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-39Other Name: EDFSource: MONITORINGWell Type: T0605901423-MW-39Well ID: 123 ENE 1/2 - 1 Mile Higher CAEDF0000129536CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-66 date=&global_id=T0605902280&assigned_name=AS2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: AS2Other Name: EDFSource: MONITORINGWell Type: T0605902280-AS2Well ID: S131 South 1/2 - 1 Mile Lower CAEDF0000023635CA WELLS gned_name=MW3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW3Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW3Well ID: S130 South 1/2 - 1 Mile Lower CAEDF0000141721CA WELLS gned_name=MW4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW4Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW4Well ID: S129 South 1/2 - 1 Mile Lower CAEDF0000097001CA WELLS gned_name=MW2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW2Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW2Well ID: S128 South 1/2 - 1 Mile Lower CAEDF0000112224CA WELLS gned_name=AS1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=AS1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-67 gned_name=MW7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW7Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW7Well ID: S135 South 1/2 - 1 Mile Lower CAEDF0000103372CA WELLS gned_name=MW6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW6Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW6Well ID: S134 South 1/2 - 1 Mile Lower CAEDF0000083149CA WELLS gned_name=AS3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=AS3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: AS3Other Name: EDFSource: MONITORINGWell Type: T0605902280-AS3Well ID: S133 South 1/2 - 1 Mile Lower CAEDF0000003120CA WELLS gned_name=MW1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW1Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW1Well ID: S132 South 1/2 - 1 Mile Lower CAEDF0000101901CA WELLS gned_name=AS2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-68 gned_name=MW-3D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605990440&assiGeoTracker Data: date=&global_id=T0605990440&assigned_name=MW-3D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-3DOther Name: EDFSource: MONITORINGWell Type: T0605990440-MW-3DWell ID: V139 West 1/2 - 1 Mile Higher CAEDF0000043961CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-016&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: VANDENBERG WELLOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-016Well ID: U138 NNW 1/2 - 1 Mile Higher CADDW0000002450CA WELLS gned_name=MW5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902280&assiGeoTracker Data: date=&global_id=T0605902280&assigned_name=MW5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW5Other Name: EDFSource: MONITORINGWell Type: T0605902280-MW5Well ID: S137 South 1/2 - 1 Mile Lower CAEDF0000101520CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W09M001S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W09M001SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W09M001SWell ID: T136 West 1/2 - 1 Mile Higher CADWR0000017808CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-69 05/08/2001Date: cm3STP/gUnits: .000000108692Results: KryptonChemical: Not ReportedGeoTracker Data: Not ReportedGroundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S/09W-09C02 SOther Name: Lawrence Livermore National LaboratorySource: MUNICIPALWell Type: 100784Well ID: U143 NNW 1/2 - 1 Mile Higher CALLNL000000349CA WELLS gned_name=MW-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605990440&assiGeoTracker Data: date=&global_id=T0605990440&assigned_name=MW-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-2Other Name: EDFSource: MONITORINGWell Type: T0605990440-MW-2Well ID: V142 West 1/2 - 1 Mile Higher CAEDF0000057418CA WELLS gned_name=MW-1D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605990440&assiGeoTracker Data: date=&global_id=T0605990440&assigned_name=MW-1D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-1DOther Name: EDFSource: MONITORINGWell Type: T0605990440-MW-1DWell ID: V141 West 1/2 - 1 Mile Higher CAEDF0000071698CA WELLS gned_name=MW-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assiGeoTracker Data: date=&global_id=T0605934780&assigned_name=MW-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-4Other Name: EDFSource: MONITORINGWell Type: T0605934780-MW-4Well ID: V140 West 1/2 - 1 Mile Higher CAEDF0000139971CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-70 Not ReportedGAMA PFAS Testing: MW-3Other Name: EDFSource: MONITORINGWell Type: T0605934780-MW-3Well ID: V146 West 1/2 - 1 Mile Higher CAEDF0000131609CA WELLS gned_name=MW-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assiGeoTracker Data: date=&global_id=T0605934780&assigned_name=MW-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-1Other Name: EDFSource: MONITORINGWell Type: T0605934780-MW-1Well ID: V145 West 1/2 - 1 Mile Higher CAEDF0000125183CA WELLS Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334531117492901&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334531117492901Other Name: United States Geological SurveySource: UNKWell Type: USGS-334531117492901Well ID: U144 NNW 1/2 - 1 Mile Higher CAUSGSN00019432CA WELLS 05/08/2001Date: cm3STP/gUnits: .0000000130089Results: XenonChemical: 05/08/2001Date: cm3STP/gUnits: .000000339314Results: Helium-4Chemical: 05/08/2001Date: cm3STP/gUnits: .000598032Results: ArgonChemical: 05/08/2001Date: atom ratioUnits: .00000184088Results: Helium-3/Helium-4Chemical: 05/08/2001Date: cm3STP/gUnits: .000000669953Results: NeonChemical: 10/30/2001Date: pCi/LUnits: 3.34Results: Tritium (Hydrogen 3)Chemical: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-71 gned_name=MW-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assiGeoTracker Data: date=&global_id=T0605934780&assigned_name=MW-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-2Other Name: EDFSource: MONITORINGWell Type: T0605934780-MW-2Well ID: V149 West 1/2 - 1 Mile Higher CAEDF0000115044CA WELLS Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334500117495801&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334500117495801Other Name: United States Geological SurveySource: UNKWell Type: USGS-334500117495801Well ID: T148 West 1/2 - 1 Mile Lower CAUSGSN00001815CA WELLS Not ReportedNote: Not ReportedFeet to sea level: 160Feet below surface: 1993-03-25Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 1129Well Hole Depth: ftWell Depth Units: 920Well Depth: 19921222Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: Not ReportedHUC: Not ReportedDescription: WellType: 005S009W09C002SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: U147 NNW 1/2 - 1 Mile Higher USGS40000137931FED USGS gned_name=MW-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assiGeoTracker Data: date=&global_id=T0605934780&assigned_name=MW-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-72 gned_name=MW-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assiGeoTracker Data: date=&global_id=T0605934780&assigned_name=MW-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-6Other Name: EDFSource: MONITORINGWell Type: T0605934780-MW-6Well ID: V153 West 1/2 - 1 Mile Higher CAEDF0000140287CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-009&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: NEWPORTOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-009Well ID: 152 ENE 1/2 - 1 Mile Higher CADDW0000006155CA WELLS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 18070204HUC: Not ReportedDescription: WellType: 005S009W09M001SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: T151 West 1/2 - 1 Mile Lower USGS40000137854FED USGS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010046-032&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: PASADENA WELLOther Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010046-032Well ID: W150 WSW 1/2 - 1 Mile Lower CADDW0000000828CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-73 Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W16D001S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W16D001SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W16D001SWell ID: W157 WSW 1/2 - 1 Mile Lower CADWR0000029518CA WELLS gned_name=MW-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605953807&assiGeoTracker Data: date=&global_id=T0605953807&assigned_name=MW-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-2Other Name: EDFSource: MONITORINGWell Type: T0605953807-MW-2Well ID: V156 West 1/2 - 1 Mile Higher CAEDF0000034137CA WELLS gned_name=MW-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605953807&assiGeoTracker Data: date=&global_id=T0605953807&assigned_name=MW-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-1Other Name: EDFSource: MONITORINGWell Type: T0605953807-MW-1Well ID: V155 West 1/2 - 1 Mile Higher CAEDF0000016566CA WELLS Not ReportedWell Completion Rpt #: 0Well Depth: UnknownWell Type: UnknownWell Use: Coastal Plain Of Orange CountyBasin Name: Not ReportedWell Name: 38724Station ID: 05S09W16D001SState Well #: W154 WSW 1/2 - 1 Mile Lower CADWR9000005277CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-74 gned_name=GW-19 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-19&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-19Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-19Well ID: X161 NNW 1/2 - 1 Mile Higher CAEDF0000086506CA WELLS gned_name=MW-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605953807&assiGeoTracker Data: date=&global_id=T0605953807&assigned_name=MW-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-3Other Name: EDFSource: MONITORINGWell Type: T0605953807-MW-3Well ID: V160 West 1/2 - 1 Mile Higher CAEDF0000034265CA WELLS gned_name=MW-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605953807&assiGeoTracker Data: date=&global_id=T0605953807&assigned_name=MW-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-4Other Name: EDFSource: MONITORINGWell Type: T0605953807-MW-4Well ID: V159 West 1/2 - 1 Mile Higher CAEDF0000108271CA WELLS Date:07/05/1989 Average Water Depth: 90 ft Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001069T158 West 1/2 - 1 Mile Higher 51977AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-75 gned_name=GW-1R https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-1R&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-1ROther Name: EDFSource: MONITORINGWell Type: T0605902059-GW-1RWell ID: X165 NNW 1/2 - 1 Mile Higher CAEDF0000059727CA WELLS gned_name=GW-16 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-16&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-16Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-16Well ID: X164 NNW 1/2 - 1 Mile Higher CAEDF0000021040CA WELLS gned_name=GW-18 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-18&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-18Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-18Well ID: X163 NNW 1/2 - 1 Mile Higher CAEDF0000080068CA WELLS gned_name=GW-17 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-17&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-17Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-17Well ID: X162 NNW 1/2 - 1 Mile Higher CAEDF0000013675CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-76 GW-13Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-13Well ID: X170 NNW 1/2 - 1 Mile Higher CAEDF0000097888CA WELLS gned_name=GW-12 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-12&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-12Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-12Well ID: X169 NNW 1/2 - 1 Mile Higher CAEDF0000093299CA WELLS Date:10/30/1998 Average Water Depth: Not Reported Deep Water Depth:37.7’ Shallow Water Depth: 32.6’ Groundwater Flow:SW Site ID:083001980TY168 SSE 1/2 - 1 Mile Lower 34224AQUIFLOW gned_name=GW-8 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-8&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-8Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-8Well ID: X167 NNW 1/2 - 1 Mile Higher CAEDF0000014167CA WELLS gned_name=GW-9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-9Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-9Well ID: X166 NNW 1/2 - 1 Mile Higher CAEDF0000008841CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-77 date=&global_id=T0605902059&assigned_name=GW-2R&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-2ROther Name: EDFSource: MONITORINGWell Type: T0605902059-GW-2RWell ID: X174 NNW 1/2 - 1 Mile Higher CAEDF0000061947CA WELLS gned_name=GW-2RB https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-2RB&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-2RBOther Name: EDFSource: MONITORINGWell Type: T0605902059-GW-2RBWell ID: X173 NNW 1/2 - 1 Mile Higher CAEDF0000125188CA WELLS gned_name=GW-1RB https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-1RB&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-1RBOther Name: EDFSource: MONITORINGWell Type: T0605902059-GW-1RBWell ID: X172 NNW 1/2 - 1 Mile Higher CAEDF0000013580CA WELLS gned_name=GW-10 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-10&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-10Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-10Well ID: X171 NNW 1/2 - 1 Mile Higher CAEDF0000058640CA WELLS gned_name=GW-13 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-13&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-78 gned_name=GW-11 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-11&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-11Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-11Well ID: X178 NNW 1/2 - 1 Mile Higher CAEDF0000072190CA WELLS gned_name=GW-3R https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-3R&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-3ROther Name: EDFSource: MONITORINGWell Type: T0605902059-GW-3RWell ID: X177 NNW 1/2 - 1 Mile Higher CAEDF0000011144CA WELLS gned_name=MW-11 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=MW-11&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-11Other Name: EDFSource: MONITORINGWell Type: T0605900512-MW-11Well ID: Z176 SSW 1/2 - 1 Mile Lower CAEDF0000070040CA WELLS gned_name=GW-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-4Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-4Well ID: X175 NNW 1/2 - 1 Mile Higher CAEDF0000012506CA WELLS gned_name=GW-2R https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-79 gned_name=W-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=W-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: W-1Other Name: EDFSource: MONITORINGWell Type: T0605900512-W-1Well ID: Z182 SSW 1/2 - 1 Mile Lower CAEDF0000016909CA WELLS gned_name=GW-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-7Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-7Well ID: X181 NNW 1/2 - 1 Mile Higher CAEDF0000103160CA WELLS gned_name=GW-14 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-14&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-14Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-14Well ID: X180 NNW 1/2 - 1 Mile Higher CAEDF0000016684CA WELLS gned_name=W-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=W-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: W-4Other Name: EDFSource: MONITORINGWell Type: T0605900512-W-4Well ID: Z179 SSW 1/2 - 1 Mile Lower CAEDF0000065392CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-80 gned_name=GW-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-5Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-5Well ID: X186 NNW 1/2 - 1 Mile Higher CAEDF0000137772CA WELLS gned_name=W-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=W-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: W-3Other Name: EDFSource: MONITORINGWell Type: T0605900512-W-3Well ID: Z185 SSW 1/2 - 1 Mile Lower CAEDF0000078564CA WELLS gned_name=BC-19 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-19&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-19Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-19Well ID: AA184 SSE 1/2 - 1 Mile Lower CAEDF0000093692CA WELLS gned_name=GW-15 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-15&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-15Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-15Well ID: X183 NNW 1/2 - 1 Mile Higher CAEDF0000047342CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-81 gned_name=W-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=W-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: W-2Other Name: EDFSource: MONITORINGWell Type: T0605900512-W-2Well ID: Z190 SSW 1/2 - 1 Mile Lower CAEDF0000139133CA WELLS gned_name=GW-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605902059&assiGeoTracker Data: date=&global_id=T0605902059&assigned_name=GW-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: GW-6Other Name: EDFSource: MONITORINGWell Type: T0605902059-GW-6Well ID: X189 NNW 1/2 - 1 Mile Higher CAEDF0000125522CA WELLS gned_name=B-22 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-22&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-22Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-22Well ID: Z188 SSW 1/2 - 1 Mile Lower CAEDF0000016334CA WELLS gned_name=W-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=W-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: W-5Other Name: EDFSource: MONITORINGWell Type: T0605900512-W-5Well ID: Z187 SSW 1/2 - 1 Mile Lower CAEDF0000015511CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-82 gned_name=B-25 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-25&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-25Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-25Well ID: Z194 SSW 1/2 - 1 Mile Lower CAEDF0000121867CA WELLS gned_name=B-24 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-24&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-24Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-24Well ID: Z193 SSW 1/2 - 1 Mile Lower CAEDF0000080559CA WELLS gned_name=B-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-7Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-7Well ID: Z192 SSW 1/2 - 1 Mile Lower CAEDF0000015987CA WELLS gned_name=B-23 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-23&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-23Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-23Well ID: Z191 SSW 1/2 - 1 Mile Lower CAEDF0000093922CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-83 gned_name=B-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-6Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-6Well ID: Z198 SSW 1/2 - 1 Mile Lower CAEDF0000097714CA WELLS gned_name=BC-8 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-8&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-8Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-8Well ID: Y197 SSE 1/2 - 1 Mile Lower CAEDF0000064798CA WELLS gned_name=BC-10 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-10&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-10Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-10Well ID: Y196 SSE 1/2 - 1 Mile Lower CAEDF0000010972CA WELLS gned_name=W-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=W-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: W-6Other Name: EDFSource: MONITORINGWell Type: T0605900512-W-6Well ID: Z195 SSW 1/2 - 1 Mile Lower CAEDF0000070671CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-84 Not ReportedGeoTracker Data: amp_date=&global_id=&assigned_name=USGS-334405117492101&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&sGroundwater Quality Data: Not ReportedGAMA PFAS Testing: USGS-334405117492101Other Name: United States Geological SurveySource: UNKWell Type: USGS-334405117492101Well ID: AB202 South 1/2 - 1 Mile Lower CAUSGSN00004061CA WELLS gned_name=BC-11 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-11&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-11Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-11Well ID: Y201 SSE 1/2 - 1 Mile Lower CAEDF0000140495CA WELLS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: California Coastal Basin aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 18070204HUC: Not ReportedDescription: WellType: 005S009W16Q002SMonitor Location: USGS California Water Science CenterOrganization Name: USGS-CAOrganization ID: AB200 South 1/2 - 1 Mile Lower USGS40000137620FED USGS gned_name=MW-10 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=MW-10&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-10Other Name: EDFSource: MONITORINGWell Type: T0605900512-MW-10Well ID: Z199 SSW 1/2 - 1 Mile Lower CAEDF0000138181CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-85 gned_name=B-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-2Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-2Well ID: Z206 SSW 1/2 - 1 Mile Lower CAEDF0000020124CA WELLS gned_name=B-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-4Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-4Well ID: Z205 SSW 1/2 - 1 Mile Lower CAEDF0000101427CA WELLS gned_name=MW-9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900512&assiGeoTracker Data: date=&global_id=T0605900512&assigned_name=MW-9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-9Other Name: EDFSource: MONITORINGWell Type: T0605900512-MW-9Well ID: Z204 SSW 1/2 - 1 Mile Lower CAEDF0000084236CA WELLS gned_name=B-15 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-15&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-15Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-15Well ID: Z203 SSW 1/2 - 1 Mile Lower CAEDF0000065543CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-86 gned_name=B-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-3Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-3Well ID: Z210 SSW 1/2 - 1 Mile Lower CAEDF0000006566CA WELLS gned_name=B-26 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-26&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-26Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-26Well ID: Z209 SSW 1/2 - 1 Mile Lower CAEDF0000121391CA WELLS gned_name=B-18 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-18&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-18Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-18Well ID: Z208 SSW 1/2 - 1 Mile Lower CAEDF0000031818CA WELLS gned_name=B-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-1Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-1Well ID: Z207 SSW 1/2 - 1 Mile Lower CAEDF0000086412CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-87 Not ReportedGAMA PFAS Testing: B-5Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-5Well ID: Z215 SSW 1/2 - 1 Mile Lower CAEDF0000087036CA WELLS gned_name=BC-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-6Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-6Well ID: Y214 SSE 1/2 - 1 Mile Lower CAEDF0000136934CA WELLS gned_name=BC-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-2Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-2Well ID: Y213 SSE 1/2 - 1 Mile Lower CAEDF0000110826CA WELLS Date:07/07/1995 Average Water Depth: 45’ Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:NW Site ID:083000459TZ212 SSW 1/2 - 1 Mile Lower 34226AQUIFLOW Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W16Q002S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W16Q002SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W16Q002SWell ID: AB211 South 1/2 - 1 Mile Lower CADWR0000035372CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-88 gned_name=BC-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-1Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-1Well ID: AA219 SSE 1/2 - 1 Mile Lower CAEDF0000114355CA WELLS Not ReportedWell Completion Rpt #: 0Well Depth: UnknownWell Type: UnknownWell Use: Coastal Plain Of Orange CountyBasin Name: Not ReportedWell Name: 5792Station ID: 05S09W16Q002SState Well #: AB218 South 1/2 - 1 Mile Lower CADWR9000005240CA WELLS gned_name=B-21 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-21&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-21Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-21Well ID: Z217 SSW 1/2 - 1 Mile Lower CAEDF0000036897CA WELLS gned_name=B-16 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-16&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-16Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-16Well ID: Z216 SSW 1/2 - 1 Mile Lower CAEDF0000096257CA WELLS gned_name=B-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-89 gned_name=B-17 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-17&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-17Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-17Well ID: Z223 SSW 1/2 - 1 Mile Lower CAEDF0000075931CA WELLS gned_name=B-19 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605900369&assiGeoTracker Data: date=&global_id=T0605900369&assigned_name=B-19&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: B-19Other Name: EDFSource: MONITORINGWell Type: T0605900369-B-19Well ID: Z222 SSW 1/2 - 1 Mile Lower CAEDF0000019972CA WELLS gned_name=MW-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-1Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-1Well ID: AA221 SSE 1/2 - 1 Mile Lower CAEDF0000020815CA WELLS Not ReportedGeoTracker Data: date=&global_id=&assigned_name=3010092-066&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: WELL 21Other Name: Department of Health ServicesSource: MUNICIPALWell Type: 3010092-066Well ID: AB220 South 1/2 - 1 Mile Lower CADDW0000018310CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-90 date=&global_id=T0605904805&assigned_name=MW-8&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-8Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-8Well ID: AA228 SSE 1/2 - 1 Mile Lower CAEDF0000091587CA WELLS Date:04/15/1999 Average Water Depth: 35.85 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:S Site ID:083000982TAA227 SSE 1/2 - 1 Mile Lower 52032AQUIFLOW gned_name=MW-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-5Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-5Well ID: AA226 SSE 1/2 - 1 Mile Lower CAEDF0000032562CA WELLS gned_name=MW-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-7Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-7Well ID: AC225 SSE 1/2 - 1 Mile Lower CAEDF0000073172CA WELLS Not ReportedWell Completion Rpt #: 0Well Depth: UnknownWell Type: UnknownWell Use: Coastal Plain Of Orange CountyBasin Name: Not ReportedWell Name: 5794Station ID: 05S09W16Q005SState Well #: AB224 SSW 1/2 - 1 Mile Lower CADWR9000005241CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-91 gned_name=MW-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-6Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-6Well ID: AA232 SSE 1/2 - 1 Mile Lower CAEDF0000000594CA WELLS gned_name=BC-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-3Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-3Well ID: Y231 SSE 1/2 - 1 Mile Lower CAEDF0000116096CA WELLS gned_name=BC-14 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-14&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-14Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-14Well ID: Y230 SSE 1/2 - 1 Mile Lower CAEDF0000072502CA WELLS gned_name=MW-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-4Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-4Well ID: AA229 SSE 1/2 - 1 Mile Lower CAEDF0000093354CA WELLS gned_name=MW-8 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-92 gned_name=BC-9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-9Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-9Well ID: AA235 SSE 1/2 - 1 Mile Lower CAEDF0000111451CA WELLS gned_name=MW-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-2Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-2Well ID: AA234 SSE 1/2 - 1 Mile Lower CAEDF0000124768CA WELLS IRVINEArea serve: 50321Connection:135000Pop serv: Not ReportedZip ext:92716Zip: CAState:IRVINECity: P.O. BOX 57000Address:Not ReportedHqname: Irvine Ranch Water DistrictSystem nam:3010092System no: Not ReportedComment 7: Not ReportedComment 6:Not ReportedComment 5: Not ReportedComment 4:Not ReportedComment 3: /92; LOCATED 600’ E OF NEWPORT AVE., 60’ N OF MITCHELL AVE.Comment 2: TOTAL DEPTH 990’; PERFORATED INTERVAL 290-970’ BGS; DATE DRILLED 04/29Comment 1: IUStatus:Not ReportedPrecision: 1174921.3Longitude:334403.8Latitude: WELL/AMBNT/MUN/INTAKEStation ty:WELL 21 - INACTIVESource nam: GWater type:3010092System no: TEEUser id:08District: 30County:3010092012Frds no: 05S/09W-16Q05 SPrim sta c:6135Seq: AB233 South 1/2 - 1 Mile Lower 6135CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-93 gned_name=MW-2 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-2&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-2Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-2Well ID: AC239 SSE 1/2 - 1 Mile Lower CAEDF0000142942CA WELLS gned_name=VW-06D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=VW-06D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: VW-06DOther Name: EDFSource: MONITORINGWell Type: T0605934888-VW-06DWell ID: AC238 SSE 1/2 - 1 Mile Lower CAEDF0000000049CA WELLS gned_name=BC-18 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-18&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-18Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-18Well ID: AA237 SSE 1/2 - 1 Mile Lower CAEDF0000140569CA WELLS gned_name=BC-15 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-15&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-15Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-15Well ID: AA236 SSE 1/2 - 1 Mile Lower CAEDF0000060380CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-94 MW-3Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-3Well ID: AC244 SSE 1/2 - 1 Mile Lower CAEDF0000081000CA WELLS gned_name=MW-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-7Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-7Well ID: AC243 SSE 1/2 - 1 Mile Lower CAEDF0000016618CA WELLS Date:04/30/1995 Average Water Depth: Not Reported Deep Water Depth:50.92 Shallow Water Depth: 39.08 Groundwater Flow:Not Reported Site ID:083000356TAC242 SSE 1/2 - 1 Mile Lower 65093AQUIFLOW gned_name=MW-6 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-6&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-6Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-6Well ID: AC241 SSE 1/2 - 1 Mile Lower CAEDF0000102650CA WELLS gned_name=VW-05D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=VW-05D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: VW-05DOther Name: EDFSource: MONITORINGWell Type: T0605934888-VW-05DWell ID: AC240 SSE 1/2 - 1 Mile Lower CAEDF0000014601CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-95 date=&global_id=T0605934888&assigned_name=MW-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-1Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-1Well ID: AC248 SSE 1/2 - 1 Mile Lower CAEDF0000000185CA WELLS gned_name=BC-12 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-12&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-12Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-12Well ID: AD247 SSE 1/2 - 1 Mile Lower CAEDF0000134814CA WELLS gned_name=BC-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-4Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-4Well ID: AD246 SSE 1/2 - 1 Mile Lower CAEDF0000084195CA WELLS gned_name=MW-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605904805&assiGeoTracker Data: date=&global_id=T0605904805&assigned_name=MW-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-3Other Name: EDFSource: MONITORINGWell Type: T0605904805-MW-3Well ID: AA245 SSE 1/2 - 1 Mile Lower CAEDF0000135106CA WELLS gned_name=MW-3 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-3&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-96 gned_name=MW-15 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-15&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-15Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-15Well ID: AC252 SSE 1/2 - 1 Mile Lower CAEDF0000093731CA WELLS gned_name=VW-04D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=VW-04D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: VW-04DOther Name: EDFSource: MONITORINGWell Type: T0605934888-VW-04DWell ID: AC251 SSE 1/2 - 1 Mile Lower CAEDF0000108953CA WELLS gned_name=BC-7 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-7&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-7Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-7Well ID: AD250 SSE 1/2 - 1 Mile Lower CAEDF0000097637CA WELLS gned_name=BC-16 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-16&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-16Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-16Well ID: AA249 SSE 1/2 - 1 Mile Lower CAEDF0000091127CA WELLS gned_name=MW-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-97 gned_name=BC-17 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assiGeoTracker Data: date=&global_id=T0605901481&assigned_name=BC-17&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: BC-17Other Name: EDFSource: MONITORINGWell Type: T0605901481-BC-17Well ID: AC256 SSE 1/2 - 1 Mile Lower CAEDF0000039608CA WELLS gned_name=MW-4 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-4&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-4Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-4Well ID: AC255 SSE 1/2 - 1 Mile Lower CAEDF0000070062CA WELLS gned_name=VW-01D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=VW-01D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: VW-01DOther Name: EDFSource: MONITORINGWell Type: T0605934888-VW-01DWell ID: AC254 SSE 1/2 - 1 Mile Lower CAEDF0000054138CA WELLS gned_name=MW-14 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-14&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-14Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-14Well ID: AC253 SSE 1/2 - 1 Mile Lower CAEDF0000086439CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-98 Not ReportedGeoTracker Data: date=&global_id=&assigned_name=05S09W10C001S&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: 05S09W10C001SOther Name: Department of Water ResourcesSource: UNKWell Type: 05S09W10C001SWell ID: 261 NE 1/2 - 1 Mile Higher CADWR0000003170CA WELLS Date:06/30/1993 Average Water Depth: Not Reported Deep Water Depth:53.04 Shallow Water Depth: 44.65 Groundwater Flow:NW Site ID:083000099TAC260 SSE 1/2 - 1 Mile Lower 37919AQUIFLOW Date:06/30/1993 Average Water Depth: Not Reported Deep Water Depth:53.04 Shallow Water Depth: 44.65 Groundwater Flow:NW Site ID:083000099TAC259 SSE 1/2 - 1 Mile Lower 37918AQUIFLOW gned_name=RW-1 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=RW-1&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: RW-1Other Name: EDFSource: MONITORINGWell Type: T0605934888-RW-1Well ID: AC258 SSE 1/2 - 1 Mile Lower CAEDF0000043274CA WELLS gned_name=MW-11 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-11&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-11Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-11Well ID: AC257 SSE 1/2 - 1 Mile Lower CAEDF0000093742CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-99 Date: 03/19/1996 Average Water Depth: Not Reported Deep Water Depth: 91.95 Shallow Water Depth: 81.95 Groundwater Flow: NW Site ID: 083002544T2G West 1/2 - 1 Mile Lower 52033AQUIFLOW Date:11/09/1992 Average Water Depth: Not Reported Deep Water Depth:126 Shallow Water Depth: 112 Groundwater Flow:SW Site ID:083002199T1G East 1/2 - 1 Mile Lower 37914AQUIFLOW gned_name=MW-5 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-5&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-5Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-5Well ID: AC264 SSE 1/2 - 1 Mile Lower CAEDF0000143016CA WELLS gned_name=VW-03D https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=VW-03D&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: VW-03DOther Name: EDFSource: MONITORINGWell Type: T0605934888-VW-03DWell ID: AC263 SSE 1/2 - 1 Mile Lower CAEDF0000119633CA WELLS gned_name=MW-9 https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934888&assiGeoTracker Data: date=&global_id=T0605934888&assigned_name=MW-9&store_num= https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_Groundwater Quality Data: Not ReportedGAMA PFAS Testing: MW-9Other Name: EDFSource: MONITORINGWell Type: T0605934888-MW-9Well ID: AC262 SSE 1/2 - 1 Mile Lower CAEDF0000121196CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-100 Date: 07/07/1995 Average Water Depth: 45’ Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: NW Site ID: 083000459T9G SSW 1/2 - 1 Mile Lower 34226AQUIFLOW Date:04/15/1999 Average Water Depth: 35.85 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:S Site ID:083000982T8G SSE 1/2 - 1 Mile Lower 52032AQUIFLOW Date:10/30/1998 Average Water Depth: Not Reported Deep Water Depth:37.7’ Shallow Water Depth: 32.6’ Groundwater Flow:SW Site ID:083001980T7G SSE 1/2 - 1 Mile Lower 34224AQUIFLOW Date:09/13/1990 Average Water Depth: Not Reported Deep Water Depth:63.5 Shallow Water Depth: 56.45 Groundwater Flow:E Site ID:083000716T6G South 1/2 - 1 Mile Lower 65081AQUIFLOW Date:10/30/1992 Average Water Depth: 70 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001385T5G South 1/2 - 1 Mile Lower 67258AQUIFLOW Date:06/30/1999 Average Water Depth: Not Reported Deep Water Depth:54.4 Shallow Water Depth: 54.21 Groundwater Flow:Not Reported Site ID:083001807T4G ESE 1/4 - 1/2 Mile Lower 68198AQUIFLOW Date:07/05/1989 Average Water Depth: 90 ft Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001069T3G West 1/2 - 1 Mile Lower 51977AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-101 Date: 06/30/1993 Average Water Depth: Not Reported Deep Water Depth: 53.04 Shallow Water Depth: 44.65 Groundwater Flow: NW Site ID: 083000099T12G SSE 1/2 - 1 Mile Lower 37919AQUIFLOW Date:06/30/1993 Average Water Depth: Not Reported Deep Water Depth:53.04 Shallow Water Depth: 44.65 Groundwater Flow:NW Site ID:083000099T11G SSE 1/2 - 1 Mile Lower 37918AQUIFLOW Date:04/30/1995 Average Water Depth: Not Reported Deep Water Depth:50.92 Shallow Water Depth: 39.08 Groundwater Flow:Not Reported Site ID:083000356T10G SSE 1/2 - 1 Mile Lower 65093AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6651002.2s Page A-102 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%0.763 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 30 Federal Area Radon Information for ORANGE COUNTY, CA : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for ORANGE County: 3 14292780 ______________________ > 4 pCi/LNum TestsZipcode Radon Test Results State Database: CA Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® 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 AQUIFLOW Information SystemR 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 IRAA 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 PHYSICAL SETTING SOURCE RECORDS SEARCHED APPENDIX D: QUALIFICATIONS 800-419-4923 www.PARTNEResi.com 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. Heather Hodgetts 2 | Page 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 800-419-4923 www.PARTNEResi.com 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. Debbie Stott, P.G. 2 | Page 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 I 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. Partner finished the multi-site project on time and within budget. Contact Dstott@partneresi.com    3UHOLPLQDU\:DWHU4XDOLW\0DQDJHPHQW3ODQ 3:403   3URMHFW1DPH 770 ,UYLQH%OYG 7XVWLQ&DOLIRUQLD  3UHSDUHGIRU ,QWUDFRUS6://& 'RYH6WUHHW6XLWH 1HZSRUW%HDFK&$    3UHSDUHGE\ (QJLQHHUB5\DQ-%LWWQHUB5HJLVWUDWLRQ1RB&B ,UYLQH&HQWHU'ULYH ,UYLQH&$     3UHSDUHG-DQXDU\ 5HYLVHG$SULO   Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Owner’s Certification Page i 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 Project Owner’s Certification Planning Application No. (If applicable) TBD Grading Permit No. TBD Tract/Parcel Map and Lot(s) No. TTM 17802 Building Permit No. TBD Address of Project Site and APN (If no address, specify Tract/Parcel Map and Lot Numbers) APN: 401-141-13 401-141-57 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Page ii 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 Signature Date Place Stamp Here Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Table of Contents Page iii 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 Attachment B….. ......................................................................................... 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 Attachment H…. ........................................................................................... City Covenant Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section I Page 1 Section I Permit(s) and Water Quality Conditions of Approval or Issuance Project Infomation Permit/Application No. (If applicable) TBD Grading or Building Permit No. (If applicable) TBD Address of Project Site (or Tract Map and Lot Number if no address) and APN 17802 Irvine Blvd Tustin, CA APN: 401-141-13, 401-141-57 Water Quality Conditions of Approval or Issuance Water Quality Conditions of Approval or Issuance applied to this project. (Please list verbatim.) Conditions of Approval have not been issued at this time. Water Quality Conditions of Approval will be provided in the Final WQMP. Conceptual WQMP Was a Conceptual Water Quality Management Plan previously approved for this project? No, this report represents a Conceptual WQMP. Watershed-Based Plan Conditions Provide applicable conditions from watershed - based plans including WIHMPs and TMDLS. N/A Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section II Page 2 Section II Project Description II.1 Project Description Description of Proposed Project Development Category (From Model WQMP, Table 7.11-2; or -3): 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 health and safety. 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. Project Area (ft2): 90,213 Number of Dwelling Units: 40 SIC Code: N/A Project Area Pervious Impervious Area (acres or sq ft) Percentage Area (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% Drainage Patterns/Connections 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 tho ugh 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 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 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section II Page 3 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 direct ed 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section II Page 4 Narrative Project Description: (Use as much space as necessary.) 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. Trash services are individually picked up. Each unit will have two bins – one for trash and one for recyclables, which will be stored in the unit’s garage. In addition to the garage parking, there will be an additional 64 open guest spaces provided. Building, walkway/flatwork, driveway and private drive aisles coverage is approximately 81,370 sf or 90% of the total site. The remaining 8,800 sf is open space landscaping area which makes up 10% 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp Section II Page 5 II.2 Potential Stormwater Pollutants Pollutants of Concern Pollutant Check One for each: E=Expected to be of concern N=Not Expected to be of concern Additional Information and Comments 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 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp Section II Page 6 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) ≤ 1.05 (10,901 cf/12,812 cf) = 0.85 ≤ 1.059* 2. (Tc 2-year, pre / Tc 2-year, post) ≤ 1.05 (6.5 min/8 min) = 0.81 ≤ 1.059* *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. II.4 Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD). Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp Section II Page 7 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section III Page 8 Section III Site Description III.1 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 Area (if applicable) City of Tustin Location/Address 17802 Irvine Blvd Tustin, CA 92780 General Plan Land Use Designation Existing land use: commercial and retail offices space Proposed land use: Residential Zoning Acreage of Project Site 2.07 ac Predominant Soil Type Per TGD, Figure XVI-2a, NRCS Hydrologic Soils Groups the site is 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 Precipitation Zone The site falls under the 0.75” zone per the TGD, Figure XVI-1, Rainfall Zones map. Topography 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. 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 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section III Page 9 site in the southwest corner. Drainage Patterns/Connections 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 split between two drainage areas with catch basins in the north and southwest 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. Soil Type, Geology, and Infiltration Properties 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 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.” “Alluvium was encountered beneath th4e pavement sections in all the Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section III Page 10 exploratory and infiltration test borings. The alluvium was found to consist 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. Hydrogeologic (Groundwater) Conditions “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.” Geotechnical Conditions (relevant to infiltration) “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, 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.” “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 Utility and Infrastructure Information The proposed development is designed to convey runoff mostly via surface drainage to drain inlets in the courts. Additional runoff in landscape areas will be conveyed via small area drain systems which will direct flows into the 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section III Page 11 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). Receiving Waters 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 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. 303(d) Listed Impairments Peters Canyon Channel is listed for DDT, Indicator Bacteria, pH, and Toxaphene. 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. Applicable TMDLs TMDLs listed for the Upper Newport Bay include Copper, Indicator Bacteria, Nutrients, Pesticides, and Sedimentation/Siltation. Pollutants of Concern for the Project Anticipated and Potential Pollutants of Concern for Attached Residential Development is Suspended Solid/Sediments, Pathogens (Bacteria/Virus), Nutrients (Oxygen Demanding Substances), Pesticides, Oil & Grease and Trash & Debris. Environmentally Sensitive and Special Biological Significant Areas The project is not located within any known Environmentally Sensitive Areas (ESA) or Areas of Special Biological Significance (ASBS). Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 12 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: x 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.) x Determine applicable hydromodification control performance criteria. Refer to Section 7.II- 2.4.2.2 of the Model WQMP. x Determine applicable LID performance criteria. Refer to Section 7.II-2.4.3 of the Model WQMP. x Determine applicable treatment control BMP performance criteria. Refer to Section 7.II-3.2.2 of the Model WQMP. x 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 criteria or if there are opportunities identified for implementing LID on regional or sub-regional basis? YES NO If yes, describe WIHMP feasibility criteria or regional/sub-regional LID opportunities. N/A Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 13 Project Performance Criteria If HCOC exists, list applicable hydromodification control performance criteria (Section 7.II-2.4.2.2 in MWQMP) Per Section II.3 of this WQMP, HCOCs are not considered. List applicable LID performance criteria (Section 7.II-2.4.3 from MWQMP) Per 7.II-2.4.3.2 of the Model WQMP, the available LID Treatment BMPs to be utilized in reducing the post-development impacts include infiltration, harvest and use, evapotranspiration, or biotreat/biofilter, of the 85th percentile of a 24-hour storm event. List applicable treatment control BMP performance criteria (Section 7.II-3.2.2 from MWQMP) Per 7.II-3.2.2 of the Model WQMP, if the LID performance criteria is not feasibly met 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 Quality credits as calculated per the Technical Guidance Document. If the additional required volume can be met, and has a medium to high effectiveness for reducing the primary POCs, the project is considered to be in compliance; a waiver application and participation in an alternative program is not required. 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. Calculate LID design storm capture volume for Project. (Simple Method) ൌ ሺͲǤ͹ͷ ൈ ͲǤͻͶ ൅ ͲǤͳͷሻ ൈ ͲǤ͹ͷ ൈ ͸Ǥͺͳƒ… ൈ Ͷ͵ͷ͸Ͳ•ˆȀƒ… ൈ ͳȀͳʹ‹Ȁˆ– ൌ ૚૞ǡૡ૞૛ ൌ ሺͲǤ͹ͷ ൈ ͲǤͻͲ ൅ ͲǤͳͷሻ ൈ ͲǤ͹ͷ ൈ ʹǤͲ͹ƒ… ൈ Ͷ͵ͷ͸Ͳ•ˆȀƒ… ൈ ͳ ͳʹ‹Ȁˆ– ൌ ૝ǡ૟૝ૢǤ૜ Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 14 IV.2. Site Design and Drainage Describe site design and drainage including x A narrative of site design practices utilized or rationale for not using practices; x A narrative of how site is designed to allow BMPs to be incorporated to the MEP x A table of DMA characteristics and list of LID BMPs proposed in each DMA. x Reference to the WQMP “BMP Exhibit.” x Calculation of Design Capture Volume (DCV) for each drainage area. x 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 100 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 (4,649.3 CF) Volume of pipe = 2,827 cf Volume of gravel bed around pipe = 8580 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. (DMA) Area (ac) DCV (cf) Proposed BMPs 1 2.07 4,649.3 (INF-7) INF-7, Underground Infiltration, MP-52, Drain Inserts ∑ 2.01 5,128 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 15 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: Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 16 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 4,649.3 cf and the simple DCV of 4,649.3 cf. Refer to Attachment C for BMP calculations. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 17 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 18 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 19 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.II- 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 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 20 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 Identifier Name Check One If not applicable, state brief reason Included Not 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 N7 Spill Contingency Plan No hazardous materials expected onsite N8 Underground Storage Tank Compliance No storage tanks onsite N9 Hazardous Materials Disclosure Compliance No hazardous materials expected onsite N10 Uniform Fire Code Implementation N11 Common Area Litter Control N12 Employee Training N13 Housekeeping of Loading Docks Residential project; no loading docks onsite N14 Common Area Catch Basin Inspection N15 Street Sweeping Private Streets and Parking Lots N16 Retail Gasoline Outlets No proposed gasoline outlet Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 21 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 Identifier Name Check One If not applicable, state brief reason Included Not Applicable S1 Provide storm drain system stenciling and signage S2 Design and construct outdoor material storage areas to reduce pollution introduction No proposed outdoor storage areas S3 Design and construct trash and waste storage areas to reduce pollution introduction Individual unit trash collection S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control S5 Protect slopes and channels and provide energy dissipation No slopes/channels proposed. 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 preparation areas No proposed food prep areas. S14 Community car wash racks No proposed community car wash areas. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 22 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): Redevelopment projects that reduce the overall impervious footprint of the project site. Brownfield redevelopment, meaning redevelopment, expansion, or reuse of real property which may be complicated by the presence or potential presence of hazardous substances, pollutants or contaminants, and which have the potential to contribute to adverse ground or surface WQ if not redeveloped. Higher density development projects which include two distinct categories (credits can only be taken for one category): those with more than seven units per acre of development (lower credit allowance); vertical density developments, for example, those with a Floor to Area Ratio (FAR) of 2 or those having more than 18 units per acre (greater credit allowance). Mixed use development, such as a combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that can demonstrate environmental benefits that would not be realized through single use projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or air pollution). Transit-oriented developments, such as a mixed use residential or commercial area designed to maximize access to public transportation; similar to above criterion, but where the development center is within one half mile of a mass transit center (e.g. bus, rail, light rail or commuter train station). Such projects would not be able to take credit for both categories, but may have greater credit assigned Redevelopment projects in an established historic district, historic preservation area, or similar significant city area including core City Center areas (to be defined through mapping). Developments with dedication of undeveloped portions to parks, preservation areas and other pervious uses. Developments in a city center area. Developments in historic districts or historic preservation areas. Live-work developments, a variety of developments designed to support residential and vocational needs together – similar to criteria to mixed use development; would not be able to take credit for both categories. In-fill projects, the conversion of empty lots and other underused spaces into more beneficially used spaces, such as residential or commercial areas. Calculation of Water Quality Credits (if applicable) The entire DCV for the project is being treated by a LID BMP. Water quality credits will not be used. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section IV Page 23 IV.4.2 Alternative Compliance Plan Information Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.II 3.0 in the Model WQMP. N/A Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section V Page 24 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 7.II 4.0 in the Model WQMP. BMP Inspection/Maintenance BMP Reponsible Party(s) Inspection/ Maintenance Activities Required Minimum Frequency of Activities †—…ƒ–‹‘ˆ‘””‘’‡”–› ™‡”•ǡ‡ƒ–•ǡƬ ……—’ƒ–•ȋͳȌƒ† ȋͳʹȌ ƒ†‹†‹˜‹†—ƒŽ Š‘‡‘™‡”• –‘„‡ƒ’ƒ”–‘ˆ‹–Ž‡ ‘…—‡–•ƒ•’ƒ”–‘ˆ ’—”…Šƒ•‡Ǥ –‘‰‹˜‡ ›‡ƒ”Ž›”‡’‘”––‘”‡•‹†‡–•Ǥ •‡‡†‡†ˆ‘”’”‘’‡”–› •ƒŽ‡•ƒ†‘…‡ƒ›‡ƒ” ˆ‘””‡’‘”–‹‰–‘ ”‡•‹†‡–•Ǥ …–‹˜‹–›‡•–”‹…–‹‘• ȋʹȌ  Ƭ•’”‘˜‹†‡†ƒ––‹‡‘ˆ •ƒŽ‡ƒ†™‹ŽŽ‹†‡–‹ˆ› ƒ…–‹˜‹–›”‡•–”‹…–‹‘•ˆ‘” ’”‘’‡”–›ƒ†–Š‡ ‡‹‰Š„‘—”Š‘‘†Ǥ Ƭ•’”‘˜‹†‡†™‹–Š ’”‘’‡”–›•ƒŽ‡•Ǥ ••—‡ Ž‡––‡”•‘ˆ‘Ǧ …‘’Ž‹ƒ…‡ǡƒ•‡‡†‡† „› Ǥ ‘‘”‡ƒ ƒ†•…ƒ’‡ ƒƒ‰‡‡–ȋ͵Ȍ  ‘”ƒ’’‘‹–‡†”‘’‡”–› ƒƒ‰‡‡–…‘’ƒ›–‘ ’”‘˜‹†‡ƒ‹–‡ƒ…‡‘ˆ Žƒ†•…ƒ’‹‰–‘‡‡– …—””‡–™ƒ–‡”‡ˆˆ‹…‹‡…› ƒ†‡‡’’Žƒ–•Š‡ƒŽ–Š› ƒ†„‹‘ƒ”‡ƒ•ƒ‹–ƒ‹‡† ™‹–Š’”‘’‡”•‘‹Ž ƒ‡†‡–•Ǥ ‡‰—Žƒ”ƒ‹–‡ƒ…‡ ‘…‡ƒ™‡‡ƒ† ‘–ŠŽ›‹•’‡…–‹‘•–‘ †‡–‡”‹‡†‡ˆ‹…‹‡…‹‡•Ǥ ƒ‹–‡ƒ…‡ȋͶȌ  ‘”ƒ’’‘‹–‡† ”‘’‡”–›ƒƒ‰‡‡– …‘’ƒ›–‘’”‘˜‹†‡ ƒ‹–‡ƒ…‡‘ˆ•’‡” –Š‡”‡“—‹”‡‡–•‘ˆ–Š‡ Ǥ ‡‰—Žƒ”ƒ‹–‡ƒ…‡ ‘…‡ƒ™‡‡ƒ† ‘–ŠŽ›‹•’‡…–‹‘• –‘†‡–‡”‹‡ †‡ˆ‹…‹‡…‹‡• ‘‘”‡ƒ‹––‡” ‘–”‘ŽȋͳͳȌ  ‘”ƒ’’‘‹–‡† ”‘’‡”–›ƒƒ‰‡‡– ‘’ƒ›–‘’”‘˜‹†‡ ƒ‹–‡ƒ…‡ƒ†–‘‡’–› …‘‘ƒ”‡ƒ–”ƒ•Š…ƒ•Ǥ ‡‰—Žƒ”ƒ‹–‡ƒ…‡ ‘…‡ƒ™‡‡Ǥ ‘‘”‡ƒƒ–…Š ƒ•‹ •’‡…–‹‘ȋͳͶȌ  ‘”ƒ’’‘‹–‡† ”‘’‡”–›ƒƒ‰‡‡– ‘’ƒ›–‘’”‘˜‹†‡ ’Ž‡‡–‡†ƒ• ‡‡†‡†Ǥ Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section V Page 25 ƒ‹–‡ƒ…‡ƒ†–‘ ‹•’‡…–ˆ‘”‘„•–”—…–‹‘ ƒ†„—‹Ž†Ǧ—’ –”‡‡–™‡‡’‹‰ ”‹˜ƒ–‡–”‡‡–•ƒ† ƒ”‹‰‘–•ȋͳͷȌ  ‘”ƒ’’‘‹–‡† ”‘’‡”–›ƒƒ‰‡‡– ‘’ƒ›–‘’”‘˜‹†‡ ƒ‹–‡ƒ…‡‘ˆ”‹˜ƒ–‡ –”‡‡–•Ǥ ‡‰—Žƒ”•–”‡‡– •™‡‡’‹‰‘…‡ƒ ‘–ŠǤ ˆˆ‹…‹‡– ””‹‰ƒ–‹‘ ›•–‡•Ƭƒ†•…ƒ’‡ ‡•‹‰ȋͶȌ  ‘”ƒ’’‘‹–‡† ”‘’‡”–›ƒƒ‰‡‡– ‘’ƒ›–‘’”‘˜‹†‡ ƒ‹–‡ƒ…‡‘ˆ Žƒ†•…ƒ’‹‰–‘‡‡– …—””‡–™ƒ–‡”‡ˆˆ‹…‹‡…› •–ƒ†ƒ”†•ǡƒ†‡‡’’Žƒ–• Š‡ƒŽ–Š›Ǥ ‡‰—Žƒ”ƒ‹–‡ƒ…‡ ‘…‡ƒ™‡‡ƒ† ‘–ŠŽ›‹•’‡…–‹‘–‘ †‡–‡”‹‡ †‡ˆ‹…‹‡…‹‡•Ǥ †‡”‰”‘—† ˆ‹Ž–”ƒ–‹‘›•–‡ ȋ  Ǧ͹Ȍ  ‘”ƒ’’‘‹–‡† ’”‘’‡”–›ƒƒ‰‡‡– …‘’ƒ›–‘’”‘˜‹†‡ ƒ‹–‡ƒ…‡‘ˆ–Š‡ •›•–‡Ǥ •’‡…––‘ƒ••‡• ƒ……——Žƒ–‡†•‡†‹‡–‘” ƒ›„Ž‘…ƒ‰‡‘ˆ’‡”ˆ‘”ƒ–‡† ’‹’‹‰ƒˆ–‡”•–‘”‡˜‡–•Ǥ ‡’ƒ‹”ƒ•‡‡†‡† •’‡…–‹‘’‡”ˆ‘”‡† ƒ—ƒŽŽ›ƒ†„‡ˆ‘”‡ ƒ†ƒˆ–‡”‡˜‡”›”ƒ‹› •‡ƒ•‘ǤŽ‡ƒ‹‰–‘„‡ †‘‡ƒ–†‹•…”‡–‹‘‘ˆ IntracorpǤ ƒ‹–‡ƒ…‡•Š‘—Ž† „‡•…Š‡†—Ž‡††—”‹‰ †”›•‡ƒ•‘Ǥ Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section VI Page 26 Section VI BMP Exhibit (Site Plan) VI.1 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. Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd, Tustin Intracorp SW, LLC Section VII Page 27 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 (http://www.ocwatersheds.com) Check If Applicable Business Material (http://www.ocwatersheds.com) Check If 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 Water Use Proper Maintenance Practices for Your Business Household Tips Other Material Check If Attached Proper Disposal of Household 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 Attachment A TGD Worksheets & Figures 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 Table 2.7: Infiltration BMP Feasibility Worksheet Infeasibility Criteria Yes No 1 Would Infiltration BMPs pose significant risk for groundwater related concerns? Refer to Appendix VII (Worksheet I) for guidance on groundwater-related infiltration feasibility criteria. X Provide basis: 2 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): x The BMP can only be located less than 50 feet 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. x 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. X Provide basis: 3 Would infiltration of the DCV from drainage area violate downstream water rights? X Provide basis: 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 Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Partial Infeasibility Criteria Yes No 4 Is proposed infiltration facility located on HSG D soils or the site geotechnical investigation identifies presence of soil characteristics which support categorization as D soils? X Provide basis: 5 Is measured infiltration rate below proposed facility less than 0.3 inches per hour? This calculation shall be based on the methods described in Appendix VII. X Provide basis: 6 Would reduction of over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? X Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: 7 Would an increase in infiltration over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? X 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 www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Infiltration Screening Results (check box corresponding to result): 8 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) Provide narrative discussion and supporting evidence: No 9 If any answer from row 1-3 is yes: infiltration of any volume is not feasible within the DMA or equivalent. Provide basis: No 10 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. Provide basis: No 11 If all answers to rows 1 through 11 are no, infiltration of the full DCV is potentially feasible, BMPs must be designed to infiltrate the full DCV to the maximum extent practicable. Infiltration is Feasible 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 B: Simple Design Capture Volume Sizing Method Step 1: Determine the design capture storm depth used for calcul ating volume 1 Enter design capture storm depth from Figure III.1, d (inches) d= 0.75 inches 2 Enter the effect of provided HSCs, dHSC (inches) (Worksheet A) dHSC= 0 inches 3 Calculate the remainder of the design capture storm depth, dremainder (inches) (Line 1 – Line 2) dremainder= 0.75 inches 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 4 Calculate runoff volume, Vdesign= (C x dremainder x A x 43560 x (1/12)) Vdesign= 4,649.3 cu-ft Step 3: Design BMPs to ensure full retention of the DCV Step 3a: Determine design infiltration rate 1 Enter measured infiltration rate, Kmeasured (in/hr) (Appendix VII) Kmeasured= 1.76 In/hr 2 Enter combined safety factor from Worksheet H, Sfinal (unitless) Sfinal= 2 2.0 3 Calculate design infiltration rate, Kdesign = Kmeasured / Sfinal Kdesign= 0 0.88 In/hr Step 3b: Determine minimum BMP footprint 4 Enter drawdown time, T (max 48 hours) T= 4 48 Hours 5 Calculate max retention depth that can be drawn down within the drawdown time (feet), Dmax = Kdesign x T x (1/12) Dmax= 3 3.52 feet 6 Calculate minimum area required for BMP (sq-ft), Amin = Vdesign/ dmax Amin= 3 1,320 sq-ft 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 III.1, d (inches) d= 0.75 inches 2 Enter calculated drawdown time of the proposed BMP based on equation provided in applicable BMP Fact Sheet, T (hours) T= 44.67 hours 3 Using Figure III.2, determine the “fraction of design capture storm depth” at which the BMP drawdown time (T) line achieves 80% capture efficiency, X1 X1= 1.0 4 Enter the effect depth of provided HSCs upstream, dHSC (inches) (Worksheet A) dHSC= - inches 5 Enter capture efficiency corresponding to dHSC, Y2 (Worksheet A) Y2= -- % 6 Using Figure III.2, determine the fraction of “design capture storm depth” at which the drawdown time (T) achieves the equivalent of the upstream capture efficiency(Y2), X2 X2= 7 Calculate the fraction of design volume that must be provided by BMP, fraction = X1 – X2 fraction= 1.0 8 Calculate the resultant design capture storm depth (inches), dfraction= fraction × d dfraction= 0.75 inches Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A (acres) A= 2 2.07 acres 2 Enter Project Imperviousness, imp (unitless) imp= 0 0.90 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0 0.825 4 Calculate runoff volume, Vdesign= (C x drfraction x A x 43560 x (1/12)) Vdesign= 4 4649.3 cu-ft 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 Provide supporting graphical operations. See Example III.6. 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 Factor Category Factor Description Assigned Weight (w) Factor Value (v) Product (p) p = w x v A Suitability Assessment Soil assessment methods 0.25 1 0.25 Predominant soil texture 0.25 1 0.25 Site soil variability 0.25 1 0.25 Depth to groundwater / impervious layer 0.25 2 0.50 Suitability Assessment Safety Factor, SA = 6p 1.25 B Design Tributary area size 0.25 2 0.50 Level of pretreatment/ expected sediment loads 0.25 1 0.25 Redundancy 0.25 2 0.50 Compaction during construction 0.25 1 0.25 Design Safety Factor, SB = 6p 1.5 Combined Safety Factor, STOT= SA x SB 1.875 Æ use 2 Measured Infiltration Rate, inch/hr, KM (corrected for test-specific bias) 1.76 Design Infiltration Rate, in/hr, KDESIGN = STOT / KM 0.88 Supporting Data 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 (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, 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) I-1 1.76 I-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 Factor Category Factor Description Assigned Weight (w) Factor Value (v) Product (p) 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 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) X2 0 X1 - X2 1 dFRACTION 0.75 in ATOTAL 2.07 ac imp 0.9 C0.825 DCV 4649.35 cf dSYSTEM 42.27 in T 48.03 hr %3.91 (Estimated vs Calculated Drawdown) PIPE ØPIPE 6ft APIPE 28.27 sf LPIPE 100 ft VPIPE 2827.43 CF GRAVEL AFOOTPRINT 1320 sf Void Ratio 0.4 H6.5ft VTOTAL 5128.46 > 4649.3 > 4649.3 cf DCV Constant cf DCV Simple Attachment B WQMP Exhibit XX XX" XX XX" XX XX"XX XX" XX XX" XX XX" XX XX" T R A N S TRANS TRANS XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX"XX XX" XX XX" 0 1" = 20' 10 20 40 Attachment C BMP Fact Sheets & Details TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-43 December 20, 2013 INF-7: Underground Infiltration Underground infiltration is a vault or chamber with an open bottom that used to store runoff and percolate into the 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. Feasibility Screening Considerations Infiltration bains shall pass infeasible screening criteria to 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. Also known as: Infiltration vault Recharge vault Underground Infiltration Source: http://www.contech-cpi.com TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-44 December 20, 2013 □ 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://www.laschools.org/employee/design/fs-studies-and- reports/download/white_paper_report_material/Storm_Water_Technical_Manual_2009-opt- red.pdf?version_id=76975850 Drain Inserts MP-52 January 2003 California Stormwater BMP Handbook 1 of 3 New Development and Redevelopment www.cabmphandbooks.com Description Drain inserts are manufactured filters or fabric placed in a drop inlet to remove sediment and debris. There are a multitude of 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 The number of installations is unknown but likely exceeds a thousand. Some users have reported that these systems require considerable maintenance to prevent plugging and bypass. Advantages Does not require additional space as inserts as the drain inlets are already a component of the standard drainage systems. Easy access for inspection and maintenance. 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 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 Design Considerations Use with other BMPs Fit and Seal Capacity within Inlet Targeted Constituents Sediment Nutrients Trash Metals Bacteria Oil and Grease Organics Removal Effectiveness See New Development and Redevelopment Handbook-Section 5. MP-52 Drain Inserts 2 of 3 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com 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 $100 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 Drain Inserts MP-52 January 2003 California Stormwater BMP Handbook 3 of 3 New Development and Redevelopment www.cabmphandbooks.com Woodward Clyde, June 11, 1996, Parking Lot Monitoring Report, Santa Clara Valley Nonpoint Source Pollution Control Program. GENERAL NOTES INSTALLATION NOTES ISO VIEW - L SHAPE TOP SECTION VIEW - L SHAPE Attachment D TGD Reference Exhibits O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y 1.05 0.7 1 0 . 9 5 0 . 9 0 . 8 5 0 . 8 0 . 7 5 0 . 7 0 . 6 5 0. 9 5 0.7 0. 9 0.9 0. 7 5 P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 1 _ R a i n f a l l Z o n e s _ 2 0 1 1 0 2 1 5 . m x d FIGURE JO B TI T L E SC A L E 1" = 1 . 8 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 04 / 2 2 / 1 0 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y TE C H N I C A L G U I D A N C E DO C U M E N T OR A N G E C O . CA RA I N F A L L Z O N E S SUBJECT TO FURTHER REVISION 03.67.21.8 Miles 06123 Kilometers LEGEND Orange County Precipitation Stations 24 Hour, 85th Percentile Rainfall (Inches) 24 Hour, 85th Percentile Rainfall (Inches) - Extrapolated City Boundaries Rainfall Zones Design Capture Storm Depth (inches) 0.65" 0.7 0.75 0.80 0.85 0.90 0.95 1.00 1.10" Note: Events defined as 24-hour periods (calendar days) with greater than 0.1 inches of rainfall. For areas outside of available data coverage, professional judgment shall be applied. XVI-1 PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 a _ H y d r o S o i l s _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2a JO B TI T L E SC A L E 1" = 1 . 8 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 02 / 0 9 / 1 1 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA NR C S H Y D R O L O G I C SO I L S G R O U P S SUBJECT TO FURTHER REVISION Source: Soils: Natural Resources Conservation Service (NRCS) Soil Survey - soil_ca678, Orange County & Western Riverside Date of publication: 2006-02-08 !I 03.67.21.8 Miles 05102.5 Kilometers LEGEND City Boundaries Hydrologic Soil Groups A Soils B Soils C Soils D Soils http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 b _ D - S o i l s _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2b JO B TI T L E SC A L E 1" = 1 . 8 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 02 / 0 9 / 1 1 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA HY D R O L O G I C S O I L G R O U P TY P E D N R C S S O I L S U R V E Y SUBJECT TO FURTHER REVISION Source: D Soils: Natural Resources Conservation Service (NRCS) Soil Survey - soil_ca678, Orange County & Western Riverside Date of publication: 2006-02-08 !I 03.67.21.8 Miles 05102.5 Kilometers LEGEND City Boundaries Hydrologic Soil Groups D Soils http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 c _ L a n d s l i d e s _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2c JO B TI T L E SC A L E 1" = 1 . 2 5 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 02 / 0 9 / 1 1 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA HY D R O L O G I C S O I L G R O U P TY P E D N R C S S O I L S U R V E Y SUBJECT TO FURTHER REVISION Source: Seismic Hazard Zone Maps Division of Mines and Geology, California Geology Survey, Publication Date: 2005; Data Downloaded 02-09-2011 !I 03.67.21.8 Miles 05102.5 Kilometers LEGEND City Boundaries Seismic Hazards Potential Landslide Area http://www.conservation.ca.gov/cgs/shzp/Pages/Index.aspx PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y 10 10 3 5 10 30 10 30 10 20 10 10 5 50 3 30 30 30 3 0 20 5 10 2 0 30 50 10 30 20 P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 d _ D e p t h T o G r o u n d w a t e r O v e r v i e w _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2d JO B TI T L E SC A L E 1" = 1 . 2 5 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 02 / 0 9 / 1 1 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA NO R T H O R A N G E C O U N T Y MA P P E D D E P T H T O F I R S T GR O U N D W A T E R SUBJECT TO FURTHER REVISION Note: Data are not available for South Orange County at this time. Source: Sprotte, Fuller and Greenwood, 1980. California Division of Mines and Geology; California Geological Survey !I 02.551.25 Miles 0482 Kilometers LEGEND Depth To First Groundwater Contours City Boundaries OCWD Groundwater Basin Protection Boundary PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 e _ D e p t h T o G r o u n d w a t e r L t 5 f t _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2e JO B TI T L E SC A L E 1" = 1 . 2 5 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 02 / 0 9 / 1 1 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA NO R T H O R A N G E C O U N T Y MA P P E D S H A L L O W G R O U N D W A T E R SUBJECT TO FURTHER REVISION Note: Data are not available for South Orange County at this time. Source: Sprotte, Fuller and Greenwood, 1980. California Division of Mines and Geology; California Geological Survey !I 02.551.25 Miles 0482 Kilometers LEGEND City Boundaries OCWD Groundwater Basin Protection Boundary Depth To Groundwater <= 5' 5-10' PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 f _ N o r t h O C G r o u n d w a t e r P r o t e c t i o n A r e a s S t r e e t M a p _ 2 0 1 1 02 1 5 . m x d FIGURE XVI-2f JO B TI T L E SC A L E 1" = 1 . 2 5 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 04 / 2 2 / 1 0 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA NO R T H O R A N G E C O U N T Y GR O U N D W A T E R P R O T E C T I O N AR E A S SUBJECT TO FURTHER REVISION Note: Individual contamination sites are not plotted. See State Water Resources Control Board Geotracker database (http://geotracker.waterboards.ca.gov), Department of Toxic Substance Control Envirostor database (http://www.envirostor.dtsc.ca.gov) and other applicable sources for current listing of active contaminated sites. Groundwater basin and plume protection boundaries for South Orange County are not shown on this exhibit at this time !I 02.551.25 Miles 0482 Kilometers LEGEND City Boundaries OCWD Groundwater Basin Protection Boundary Plume Protection Boundaries North Basin Groundwater Protection Project South Basin Groundwater Protection Project El Toro Marine Base Tustin Marine Air Base Approximate Selenium Contamination Area PROJECT SITE O R A N G E C O U N T Y O R A N G E C O U N T Y R I V E R S I D E C O U N T Y R I V E R S I D E C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y S A N B E R N A R D I N O C O U N T Y S A N B E R N A R D I N O C O U N T Y ORANGE COUNTYORANGE COUNTY LOS ANGELES COUNTYLOS ANGELES COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y LOS A N G E L E S C O U N T Y LOS A N G E L E S C O U N T Y P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 g _ I n f i l t r a t i o n F i n a l _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2g JO B TI T L E SC A L E 1" = 1 . 8 m i l e s DE S I G N E D DR A W I N G CH E C K E D BM P 04 / 2 2 / 1 0 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . CA IN F I L T R A T I O N A N A L Y S I S OV E R L A P P I N G C O N S T R A I N T LO C A T I O N S SUBJECT TO FURTHER REVISION Analysis Layers Included: 1. Hydrologic Soil Group D, 2. Landslide Hazard Zone, 3. Groundwater Protection Areas 4. Approximate Selinium Area, 5. Depth to Groundwater <= 5' Note: Screening datasets are not exhaustive. The applicant should always conduct a review of available site-specific information relative to infiltration constraints as part of assessing the feasibility of stormwater infiltration. Source; Infiltration Constraint Analysis: PACE/Geosyntec 03.67.21.8 Miles 05102.5 Kilometers LEGEND OCWD Groundwater Basin Protection Boundary City Boundaries Infiltration Constraints 1 Constraint 2 Overlapping Constraints 3 Overlapping Constraints 4 Overlapping Constraints PROJECT SITE P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ S u c e p t a b i l i t y M a p s _ 2 0 1 0 0 5 0 5 \ 9 5 2 6 E _ N e w p o r t B a y S u s c e p t i b i l i t y _ 2 0 1 0 0 4 3 0 . m x d R Santa Ana River Watershed Santa Ana River Watershed South Orange County Anaheim Bay- Huntington Harbor Watershed John Wayne Airport Lower Peters Canyon Retarding Basin Hicks Canyon Retarding Basin Siphon Reservoir Round Canyon Retarding Basin Bee Canyon Retarding Basin Eastfoot Retarding Basin Orchard Estates Retention Basin Agua Chinon Retarding Basin Village Pond Park Sand Canyon Reservoir San Joaquin Reservoir Laguna Reservoir Big Canyon Reservoir Bonita Canyon Reservoir Basin Number 1 North Lake South Lake Basin Number 2 El Modena-Irvine Retarding Basin Harbor View Dam East Hicks Canyon Retarding Basin Rattlesnake Reservoir Trabuco Retarding Basin Marshburn Retarding Basin FIGURE 4 JO B TI T L E SC A L E 1" = 1 2 0 0 0 ' DE S I G N E D DR A W I N G CH E C K E D BM P 04 / 3 0 / 1 0 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y WA T E R S H E D MA S T E R P L A N N I N G OR A N G E C O . CA SU S C E P T I B I L I T Y A N A L Y I S NE W P O R T B A Y - NE W P O R T C O A S T A L S T R E A M S !I 0 9,000 18,000 Feet Susceptibility Potential Areas of Erosion, Habitat, & Physical Structure Susceptibility Channel Type Earth (Unstable) Earth (Stabilized) Stabilized Tidel Influence <= Mean High Water Line (4.28') Water Body Basin Dam Lake Reservoir Other Lands Airport/Military 686&(37,%,/,7<0$383$7( )(% PROJECT SITE 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(ai), for Intensities (I) less than or equal to FP * ai = 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: ሺ–ሻ ൌƒ൫–ୠ ൯ a = 5.702 t = 1440 minutes (24 hours) b = -0.574 ሺ– ൌ ͳͶͶͲሻ ൌ ͷǤ͹ͲʹሺͳͶͶͲି଴Ǥହ଻ସ ሻ ൌ ૙Ǥ૙ૡૠૠ Depth: ሺ–ሻ ൌƒ൫–ୠ ൯ a = 0.095 t = 1,440 minutes (24 hours) b = 0.426 ሺ– ൌ ͳͶͶͲ ሻ ൌ ͲǤͲͻͷ ሺͳǡͶͶͲ଴Ǥସଶ଺ ሻ ൌ ૛Ǥ૚૙૝ܑܖ Existing Conditions ai = 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 ai = 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 PPre Tc' = 6.5 min PPost Tc' = 9.5 min Attachment F Educational Materials For Education Materials, please visit Orange County Public Works website below: https://cms.ocgov.com/gov/pw/watersheds/publiced 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 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 GEOTECHNICAL | ENVIRONMENTAL | MATERIALS 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. 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. Bruce A. Hick GE 2244, Exp. 12/31/22 Geotechnical Engineer Edward H. LaMont CEG 1892, Exp. 07/31/22 Principal Geologist Distribution: (1) Addressee via email (one PDF file) G:\Projects\2851 to 2900\2901CR Intracorp SW, LLC 2020 East 1st St Tustin\Geotechnical and Infiltration Evaluation\2901CR Geotechnical and Infiltration Evaluation 17802 Irvine Boulevard.doc INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page i TABLE OF CONTENTS 1. 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 5. 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 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 1 – 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 INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 1 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-0902521-CR, dated September 13, 2021. Services provided for this study included the following: ƒ Research and review of available geologic data and general information pertinent to the site, ƒ 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, ƒ Excavation of two (2) additional borings to depths of about 5 feet below grade and performing an infiltration test in each boring, ƒ Laboratory testing of soil samples collected during the field investigation, ƒ Review and evaluation of site seismicity, and ƒ 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). 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 | 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-1 through B-5) with a 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-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 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: s (I-1 and I-2) ut 5 feet below the existing ground surface 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 (Feet) Infiltration Rate (Inches per hour) I-1 5 1.76 I-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 I-1 5 1.76 I-2 5 1.76 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. 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 S1), 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 SM1 and SD1 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 S1 exceeds 0.2. The value S1 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 S1 exceeds 0.2 provided the value of the seismic response coefficient, Cs, high groundwater at the site is greater than about 50 feet below grade. 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>1.5Ts 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 1.291g Mapped 1.0 sec Period Spectral Acceleration, S1 0.461g Site Coefficient for Site Class “D”, Fa 1 Site Coefficient for Site Class “D”, Fv 1.839 Maximum Considered Earthquake Spectral Response Acceleration for 0.2 Second, SMS 1.291g Maximum Considered Earthquake Spectral Response Acceleration for 1.0 Second, SM1 0.847g 5% Damped Design Spectral Response Acceleration Parameter at 0.2 Second, SDS 0.861 5% Damped Design Spectral Response Acceleration Parameter at 1 second, SD1 0.565 Peak Ground Acceleration (PGAM) 0.592g 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 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. 5. 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. 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. 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, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 11 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. 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 Depth (inches below lowest adjacent grade) 12 – 1 and 2 Story 18 – Three-Story Minimum Foundation Width (Inches)* 12 – 1 Story 15 – 2 Story 18 – 3 Story Minimum Slab Thickness (actual) 4 inches (actual) Minimum Slab Reinforcing 6” x 6” – W1.4/W1.4 welded wire fabric or 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 (Percent of Optimum/Depth in inches) Minimum 100% of the optimum moisture content to a 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 1 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 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. 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 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. 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 0.001H, 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 Materials (horizontal : vertical) Equivalent Fluid Pressure (pcf) 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. 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 ¾- to 1-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 ¾- 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. 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 ƒ Wall design should consider the additional surcharge loads from superjacent slopes and/or footings, where appropriate. ƒ No backfill should be placed against concrete until minimum design strengths are evident by compression tests of cylinders. ƒ The retaining wall footing excavations, backcuts, and backfill materials should be approved by the project geotechnical engineer or their authorized representative. ƒ 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 Concrete (inches) Thickness of Aggregate Base (inches) 5.0 (Car Parking Areas) 3 6 6.0 (Automobile Access Lanes) 4 6 Traffic Indices (TIs) 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 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 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: ƒ Observe site clearing and grubbing operations for proper removal of all unsuitable materials. ƒ Observe and test bottom of removals prior to fill placement. ƒ Evaluate the suitability of on-site and import materials for fill placement and collect soil samples for laboratory testing where necessary. ƒ Observe the fill for uniformity during placement, including utility trench excavation backfill. Also, test the fill for density, relative compaction and moisture content. ƒ 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. 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-0902521-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. 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. Figure 1 Site Location Map Intracorp Companies 17802 Irvine Blvd. Tustin, Orange County, California GeoTek Project No. 2901-CR Modified from Google Earth Pro Aerial Imagery APPROXIMATE SITE AREA 1000 Ft. Fi g u r e 2 Ex p l o r a t i o n Lo c a t i o n Ma p Sc a l e A s S h o w n LE G E N D Ap p r o x i m a t e L o c a t i o n o f Ex p l o r a t o r y B o r i n g s I- 2 Ap p r o x i m a t e L o c a t i o n o f In f i l t r a t i o n T e s t s B- 5 In t r a c o r p C o m p a n i e s 17 8 0 2 I r v i n e B l v d . Tu s t i n , O r a n g e C o u n t y , C a l i f o r n i a Ge o T e k P r o j e c t N o . 2 9 0 1 - C R I- 1 I- 2 B- 1 B- 2 B- 3 B- 4 B- 5 30 m APPENDIX A LOG OF EXPLORATORY BORINGS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page A-1 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 1-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. 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352-(&71$0(,UYLQH%OYG'5,//0(7+2'+ROORZ6WHP 23(5$725  352-(&712&5 APPENDIX B RESULTS OF LABORATORY TESTING Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page B-1 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 Expansion Index 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 G187 test procedures. Testing to determine the chloride content was performed by others 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. Boring No. Depth (ft.) pH ASTM D4972 Chloride ASTM D4327 (mg/kg) Sulfate ASTM D4327 (% by weight) Resistivity ASTM G187 (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 Plate B-1 Sample: B-1 @ 6 feet PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle 0.00 1.00 2.00 3.00 4.00 5.00 6.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Plate B-2 Sample: B-2 @ 5 feet 0.00 1.00 2.00 3.00 4.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT Plate B-3 Sample: B-5 @ 7.5 feet PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle 0.00 1.00 2.00 3.00 4.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT Seating Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 Loading Prior to Inundation Loading After Inundation Rebound Cycle PROJECT NO.: 2901-CR Date: 10/18/21 COLLAPSE REPORT CHECKED BY: DA Lab: Corona Plate B-4 Sample: B-5 @ 10 feet 0.00 1.00 2.00 3.00 0.1 1.0 10.0 100.0 CO N S O L I D A T I O N - P E R C E N T O F S A M P L E T H I C K N E S S ( % ) STRESS IN KIPS PER SQUARE FOOT 17802 Irvine Boulevard, Tustin Sample Location: Date Tested: Shear Strength:)) =23 O ,C = 750 psf Notes:1 - 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. PEAK VALUE DIRECT SHEAR TEST Project Name:B-3 @ 0-5 feet Project Number: 2901-CR 10/19/2021 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 SH E A R S T R E S S ( p s f ) NORMAL STRESS (psf) 5L Q J    5 L Q J  ' L D     5 L Q J  + W   $ :H L J K W  R I  F R P S D F W H G  V D P S O H   U L Q J  J P % :H L J K W  R I  U L Q J  J P & 1H W  Z H L J K W  R I  V D P S O H  J P '() 0R L V W X U H  & R Q W H Q W    * 6S H F L I L F  * U D Y L W \   D V V X P H G + 8Q L W  : W   R I  : D W H U  #    ƒ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ƒ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lient: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: yes x no MOISTURE CO 4.166667 6.157113 8.29543 10.44842 3.3625 4.96879 6.694412 8.431875 DRY DENSITY 121.4548 128.4697 131.7407 126.4153 DENSITY (pcf):00 00 DENSITY (pcf): 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:Atterberg 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: 110 112 114 116 118 120 122 124 126 128 130 132 134 136 138 140 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DR Y D E N S I T Y , P C F MOISTURE CONTENT, % MOISTURE/DENSITY RELATIONSHIP CURVE DRY DENSITY (pcf): CORRECTED DRY DENSITY (pcf): ZERO AIR VOIDS DRY DENSITY (pcf) S.G. 2.7 S.G. 2.8 S.G. 2.6 Poly. (DRY DENSITY (pcf):) OVERSIZE CORRECTED ZERO AIR VOIDS Poly. (S.G. 2.7) Poly. (S.G. 2.8) Poly. (S.G. 2.6) Project X REPORT S211013F Corrosion Engineering Page 1 Corrosion Control – Soil, Water, Metallurgy Testing Lab 29990 Technology Dr, Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com Results Only Soil 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, Eduardo Hernandez, M.Sc., P.E. Sr. Corrosion Consultant NACE Corrosion Technologist #16592 Professional Engineer California No. M37102 ehernandez@projectxcorrosion.com spececcccccttftftftttttfftftftfulululululululuuulllylylyyylyylyyyy SSSSSSSSSSubuuububububububububububmimimiitttttted, Pr o j e c t X RE P O R T S 2 1 1 0 1 3 F Co r r o s i o n E n g i n e e r i n g Pa g e 2 Co r r o s i o n C o n t r o l – S o i l , W a t e r , M e t a l l u r g y T e s t i n g L a b 29 9 9 0 T e c h n o l o g y D r . , S u i t e 1 3 , M u r r i e t a , C A 9 2 5 6 3 T e l : 2 1 3 - 9 2 8 - 7 2 1 3 F a x : 9 5 1 - 2 2 6 - 1 7 2 0 ww w . p r o j e c t x c o r r o s i o n . c o m So i l A n a l y s i s L a b R e s u l t s Cl i e n t : G e o T e k , I n c . Jo b N a m e : 1 7 8 0 2 I r v i n B l v d , T u s t i n Cl i e n t J o b N u m b e r : 2 9 0 2 - C R I n t r a C o r p . C o m p a n i e s Pr o j e c t X J o b N u m b e r : S 2 1 1 0 1 3 F Oc t o b e r 1 4 , 2 0 2 1 Me t h o d AS T M D4 9 7 2 AS T M G2 0 0 AS T M D4 6 5 8 AS T M D4 3 2 7 AS T M D6 9 1 9 AS T M D6 9 1 9 AS T M D6 9 1 9 AS T M D6 9 1 9 AS T M D6 9 1 9 AS T M D6 9 1 9 AS T M D4 3 2 7 AS T M D4 3 2 7 Bo r e # / D e s c r i p t i o n D e p t h pH R e d o x S u l f i d e S 2- Ni t r a t e NO 3- Am m o n i u m NH 4+ Li t h i u m Li + So d i u m Na + Po t a s s i u m K + Ma g n e s i u m Mg 2+ Ca l c i u m Ca 2+ Fl u o r i d e F 2-- Ph o s p h a t e PO 43- (f t ) ( m g / k g ) ( w t % ) ( m g / k g ) ( w t % ) ( O h m - c m ) ( O h m - c m ) (m V ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) 29 0 1 - C R B 5 0 - 5 1 7 2 . 8 0. 0 1 7 3 56 . 9 0. 0 0 5 7 8, 7 1 0 3 , 2 8 3 8 . 6 1 4 0 0 . 1 1 1 2 . 7 0 . 2 N D 8 5 . 7 4 . 9 3 4 . 1 1 7 . 4 4 . 5 1 0 . 9 29 0 1 - C R B 1 0 - 5 5 7 . 9 0. 0 0 5 8 10 . 1 0. 0 0 1 0 24 , 1 2 0 3 , 8 1 9 8 . 9 1 3 9 0 . 2 9 1 2 . 6 0 . 9 N D 1 0 6 . 1 5 . 5 2 2 . 8 2 1 . 3 3 . 4 2 . 4 AS T M G1 8 7 AS T M D4 3 2 7 AS T M D4 3 2 7 Re s i s t i v i t y As R e c ' d | M i n i m u m Su l f a t e s SO 42- Ch l o r i d e s Cl - Ca t i o n s a n d A n i o n s , e x c e p t S u l f i d e a n d B i c a r b o n a t e , t e s t e d w i t h I o n C h r o m a t o g r a p h y mg / k g = m i l l i g r a m s p e r k i l o g r a m ( p a r t s p e r m i l l i o n ) o f d r y s o i l w e i g h t ND = 0 = N o t D e t e c t e d | NT = N o t T e s t e d | Un k = U n k n o w n Ch e m i c a l A n a l y s i s p e r f o r m e d o n 1 : 3 S o i l - T o - W a t e r e x t r a c t PP M = m g / k g ( s o i l ) = m g / L ( L i q u i d ) APPENDIX C PERCOLATION DATA SHEETS & PORCHET CALCULATIONS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR (TXDWLRQ,W  +DYJ  +2+)  ,W ,QFKHVSH &OLHQW,QWUDFRUS6://& 3URMHFW 3URMHFW1R&5 ,UYLQH%OYG7XVWLQ 'DWH ,QILOWUDWLRQ5DWH 3RUFKHW0HWKRG 7LPH,QWHUYDOȴW  %RULQJ1R, )LQDO'HSWKWR:DWHU')  7HVW+ROH5DGLXVU  ,QLWLDO'HSWKWR:DWHU'2   7RWDO7HVW+ROH'HSWK'7  ȴ+ U ȴW U+DYJ +2 '7'2  +) '7')  ȴ+ ȴ' +2+)   (TXDWLRQ,W  +DYJ  +2+)  ,W ,QFKHVSH 7RWDO7HVW+ROH'HSWK'7  ȴ+ U ȴW U+DYJ +2 '7'2  +) '7')  ȴ+ ȴ' +2+)   )LQDO'HSWKWR:DWHU')  7HVW+ROH5DGLXVU  ,QLWLDO'HSWKWR:DWHU'2  7LPH,QWHUYDOȴW  &OLHQW,QWUDFRUS6://& 3URMHFW,UYLQH%OYG7XVWLQ 3URMHFW1R&5 'DWH %RULQJ1R, ,QILOWUDWLRQ5DWH 3RUFKHW0HWKRG APPENDIX D GENERAL GRADING GUIDELINES Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR 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. 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 1. 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 1. Following site clearing, all surficial deposits of alluvium and colluvium as well as weathered or creep effected bedrock, should be removed (see Plates G-1, 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. GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-3 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR Subdrainage 1. 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-1 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 1-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 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 1. 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. 1. 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. 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. 1. 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 1. 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: 1. 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). 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: 1. 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. GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-7 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR 1. 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. 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) 1 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. 1. 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. 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 1:1 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. 1. 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. 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. 50 ft Zone of Non-Encroachment 50 ft Zone of Non-Encroachment Traffic Direction Vehicle parked here Test Pit Spoil pile Spoil pile Test Pit SIDE VIEW PLAN VIEW TEST PIT SAFETY PLAN 10 0 ft Zone of Non-Encroachment 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; 1. 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. GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-11 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. 1548 North Maple Street Corona, California 92880 TYPICAL CANYON CLEANOUT STANDARD GRADING GUIDELINES PLATE D-1 TREATMENT ABOVE NATURAL SLOPES1548 North Maple Street Corona, California 92880 STANDARD GRADING GUIDELINESPLADE D-1 STANDARD GRADING GUIDELINES PLATE D-2 COMMON FILL SLOPE KEYS 1548 North Maple Street Corona, California 92880 STANDARD GRADING GUIDELINES PLATE D-3 NOTES: 2) MAXIMUM ROCK SIZE IN WINDROWS IS 4 FEET 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) INDIVDUAL LARGE ROCKS MAY BE BURIED IN PITS. ROCK BURIAL DETAILS1548 North Maple Street Corona, California 92880 IN DIAMETER STANDARD GRADING GUIDELINES PLATE D-4 TYPICAL BUTTRESS AND STABILIZATION FILL1548 North Maple Street Corona, California 92880 STANDARD GRADING GUIDELINES PLATE D-5 Attachment H City Covenant [To Be Used for projects not involving land subdivisions] 1 CA 02/12 845078.1 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 Number]): B. The City is the owner of interests in that certain real property within the City of Tustin, County of Orange, State of California, containing storm drains, pipelines, and related appurtenances constituting the City’s municipal separate storm sewer system (the City’s “Storm Drain System”). C. Covenantor intends to develop, improve, and/or use the Property in such a way that approval of the City for such development, improvement, and/or use is required pursuant to the applicable laws. D. As a condition for said approval by the City, City required Covenantor, and Covenantor desires to, restrict the use of Property according to the conditions, covenants, CA 03/12 845078.1 2 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 (“BMPs”) Covenantor, and each successive owner of an interest in all or any part of the Property (“Owner(s)”) shall, throughout the period of their respective ownership, implement, and fund implementation of, the O&M Plan for the Property, which was approved by the City as part of the Water Quality Management Plan (“WQMP”) required for development of the Property, and shall operate, inspect, maintain, repair, and replace the Best Management Practices (“BMPs”) described in the O&M Plan for the Property, which includes: a. Description of all post-construction BMPs (non-structural and structural), b. Description of the Property owner’s(s’) responsibilities and required training of persons performing BMP implementation, operation, maintenance, and inspection, c. Implementation frequency and operating schedule, d. Inspection/maintenance frequency and schedule, e. Specific BMP implementation, maintenance, and inspection activities, f. Description of all permits required for the implementation, operation, and maintenance of BMPs, g. Forms to be used in documenting implementation, operation, maintenance, and inspection of BMPs, h. Recordkeeping requirements. A copy of the approved O&M Plan is described in the current WQMP for the project, as it may be amended from time to time according to its terms, which is on file with the City of Tustin Community Development Department, and is incorporated herein by this reference. 2. Compliance with Tustin City Code and Consent to Inspect Owners shall use and maintain the Property in full compliance with the provisions of the O&M Plan and the Tustin City Code section 4900 et seq., as it may be amended from time to time. Owners hereby consent to inspection of the Property by an inspector authorized by the City Manager, or his or her designee, for the purpose for verifying compliance with the provisions of this Agreement. CA 03/12 845078.1 3 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. CA 03/12 845078.1 4 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] CA 03/12 845078.1 5 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] CA 03/12 845078.1 6 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) 35(/,0,1$5<+<'52/2*<  +<'5$8/,&6678'< ,59,1(%28/(9$5' 7867,1&$ 770           3UHSDUHG)RU ,QWUDFRUS6://& 'RYH6WUHHW6XLWH 1HZSRUW%HDFK&$       3UHSDUHG%\ & 9&RQVXOWLQJ,QF ,UYLQH&HQWHU'ULYH ,UYLQH&DOLIRUQLD         3UHSDUHG-DQXDU\ 5HYLVHG$SULO         2    Acknowledgement and Signature Page ……………………………...3 I. Introduction ………………………………………………………....4 II. Methodology ………………………………………………………....1 III. Design Assumptions …………………………………………………..5 IV. Conclusion …………………………………………………………5 V. References …………………………………………………………6   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 3 Preliminary Hydrology Study and Hydraulic Analysis For 17802 Irvine Boulevard, Tustin APN: 401-141-13 & 401-141-57 Tract No: 19224  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. 4  : 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 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 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.  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 5 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. : 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. 6  : The results from this hydrology and hydraulic analysis demonstrate the following: x 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 x The drainage system is designed to manage runoff from a 100-year storm 50-Yr Event Summary: 100-Yr Event Summary: 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. Subarea Flow Rate Time of Concentration Pre-Development Flow Rate X1 4.32 cfs 13.0 min X2 2.23 cfs 6.5 min Post-Development Flow Rate A1 2.89 cfs 9.5 min A2 4.06 cfs 8 min Subarea Flow Rate Time of Concentration Pre-Development Flow Rate X1 4.90 cfs 13.0 min X2 2.53 cfs 6.5 min Post-Development Flow Rate A1 3.28 cfs 9.5 min A2 4.61 cfs 8 min 7 : 1. Orange County Hydrology Manual 1986 2. NRCS Web Soil Survey APPENDIX A Vicinity Map, Existing Hydrology Map, & Proposed Hydrology Map 0 1" = 20' 10 20 40 XX XX" XX XX" XX XX"XX XX" XX XX" XX XX" XX XX" T R A N S TRANS TRANS XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX"XX XX" XX XX" 0 1" = 20' 10 20 40 APPENDIX B Pre- & Post-Development Hydrology Calculations (50, 100-Year Storm) DATE: 1/21/2022 PAGE 1 OF 1 CONC. PT.SOIL DEV. Tt Tc I Fm Q FLOW SLOPE HYDRAULICS AND (MAP AREA)SUBAREA TOTAL BEGINNING NODE ENDING NODE TYPE (Ap) 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 A1 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 Refer to Appendix E for Mean Precipitation Intensities ("a" and "b" values). HYDROLOGY MANUAL LONGEST FLOWPATH RANGEAREA (ACRES) NOTES: I(t) = at^b, a=13.521, b=-0.566; Fm=Ap*Fp, Fp=0.30 (Soil B, USDA Soils Map); Q = C*(I - Fm)*A; C = 0.8 (proposed), 0.9 (existing); RATIONAL METHOD STUDY FORM STUDY NAME: 17802 IRVINE BLVD, TUSTIN 50 YEAR STORM RATIONAL METHOD Orange County DATE: 1/21/2022 PAGE 1 OF 1 CONC. PT.SOIL DEV. Tt Tc I Fm Q FLOW SLOPE HYDRAULICS AND (MAP AREA)SUBAREA TOTAL BEGINNING NODE ENDING NODE TYPE (Ap) 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 A1 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 Refer to Appendix E for Mean Precipitation Intensities ("a" and "b" values). AREA (ACRES)LONGEST FLOWPATH RANGE NOTES: I(t) = at^b, a=15.560 b=-0.573; Fm=Ap*Fp, Fp=0.30 (Soil B, USDA Soils Map); Q = C*(I - Fm)*A; C = 0.8 (proposed), 0.9 (existing); RATIONAL METHOD STUDY FORM Orange County STUDY NAME: 17802 IRVINE BLVD, TUSTIN 100 YEAR STORM RATIONAL METHOD HYDROLOGY MANUAL APPENDIX C Time of Concentration Nomographs AREA A1 L = 375' H = 2.7' Pi = 80 Tc = 9.5 min AREA A2 L = 295' H = 2.7' Pi = 80 Tc = 8 min AREA X1 L = 525' H = 1.0' Pi = 90 Tc = 13 min AREA X2 L = 160' H = 0.9' Pi = 90 Tc = 6.5 min APPENDIX D Orange County Soils Map PROJECT SITE APPENDIX F Orange County Hydrology Manual References August 2022 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD, TUSTIN RESIDENTIAL DEVELOPMENT PROJECT TUSTIN, CALIFORNIA 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. ESL2201.31 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»i 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 Applicable Noise Standards.........................................................................................................12 City of 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 Existing Aircraft 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»ii FIGURES AND TABLES FIGURES Figure 1: Project Location.......................................................................................................................5 Figure 2: 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»iii 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 Ldn 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»4 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 (I-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: x North:Existing Columbus Tustin Park and Columbus Tustin Middle School opposite Irvine Boulevard; x East:Existing Palmwood Gardens, a condominium community. x South:Existing Prospect Park, a high-density residential community. x West:Existing retail commercial uses, including a medical office. SOURCE: USGS The National Map (2018) I:\ESL2201.31\GIS\MXD\Project_Location.mxd (8/9/2022) FIGURE 1 17802 Irvine Boulevard Tustin Residential Development Project Location LEGEND Project Location Project Location Riverside County Orange County ÃÃ73 ÃÃ261 ÃÃ72 ÃÃ133 ÃÃ71 ÃÃ90 ÃÃ142 ÃÃ1 ÃÃ55 ÃÃ22 ÃÃ57 ÃÃ91 ÃÃ241 §¨¦15 §¨¦605 §¨¦5 §¨¦405 §¨¦5 Project Vicinity 0 500 1000 FEET XX XX" XX XX" XX XX"XX XX" XX XX" XX XX" XX XX" T R A N S TRANS TRANS XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX" XX XX"XX XX" XX XX" SOURCE: C&V ConsulƟng Engineering FEET 40200 FIGURE 2 I:\ESL2201.31\G\Site Plan.ai (8/9/2022) Site Plan 17802 Irvine Boulevard Tustin Residential Development N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»7 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»8 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 L50 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 L50 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»9 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 Level, dBA The sound level obtained by use of A-weighting. The A-weighting filter de-emphasizes the very 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.) L01, L10, L50, L90 The fast A-weighted noise levels that are equaled or exceeded by a fluctuating sound level 1%, 10%, 50%, and 90% of a stated time period, respectively. Equivalent Continuous Noise Level, Leq The level of a steady sound that, in a stated time period and at a stated location, has the same A-weighted sound energy as the time-varying sound. Community Noise Equivalent Level, CNEL The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition of 5 dBA to sound levels occurring in the evening from 7:00 p.m. to 10:00 p.m. and 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 Level, Ldn The 24-hour A-weighted average sound level from midnight to midnight, obtained after the 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). N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»10 Table B: Common Sound Levels and Their Noise Sources Noise Source A-Weighted Sound Level in Decibels Noise Environments Subjective 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 Traffic 100 Very Loud 8 times as loud 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 —0Very 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»11 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 log10 [V/Vref] where “Lv” is the vibration velocity in decibels (VdB), “V” is the RMS velocity amplitude, and “V ref” is the reference velocity amplitude, or 1 x 10-6 inches/second (in/sec) used in the United States. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»12 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 General Plan 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 Standards1 Interior2,3 Exterior Residential: Single-family, multifamily, duplex, mobile home 45 dBA CNEL 65 dBA CNEL 4 Residential: Transient lodging, hotels, motels, nursing homes, hospitals 45 dBA CNEL 65 dBA CNEL 4 Private offices, church sanctuaries, libraries, board rooms, conference rooms, theaters, auditoriums, concert halls, meeting rooms, etc.45 dBA Leq(12) -- 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). 1 CNEL: Community Noise Equivalent Level. Leq(12): The A-weighted equivalent sound level averaged over a 12-hour period (usually the hours of operation). 2 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»13 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 Zone Exterior/ Interior Time Period L50 (30 mins) L25 (15 mins) L8 (5 mins) L2 (1 min) Lmax (Anytime) 1 Exterior 7:00 AM to 10:00 PM 55 60 65 70 75 10:00 PM to 7:00 AM 50 55 60 65 70 Interior 7:00 AM to 10:00 PM — — 55 60 65 10:00 PM to 7:00 AM — — 45 50 55 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 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 Lmax = 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»14 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»15 Table F: Interpretation of Vibration Criteria for Detailed Analysis Land Use Max Lv (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 20×). Residential Night and Operating Rooms 72 Vibration is not felt, but ground-borne noise may be audible inside quiet rooms. Suitable for medium-power microscopes (100×) 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 LV = velocity in decibels Max = maximum VdB = vibration velocity decibels Table G: Construction Vibration Damage Criteria Building Category PPV (in/sec) Reinforced concrete, steel, or timber (no plaster)0.50 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 in/sec = inch/inches per second PPV = peak particle velocity N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»16 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 Location Location Description Daytime Noise Levels1 (dBA Leq) Evening Noise Levels2 (dBA Leq) Nighttime Noise Levels3 (dBA Leq) Average Daily Noise Levels (dBA CNEL) LT-1 Northeast corner of project site, near the proposed northern facades of the residential units. 67.6 – 69.5 65.1 – 67.4 53.6 – 66.4 70.0 LT-2 Southern corner of project site near Prospect Park.50.6 – 63.1 60.2 – 61.1 43.6 – 58.5 62.0 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 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. SOURCE: Google Earth 2022 FEET 2001000 FIGURE 3 Noise Monitoring Locations I:\ESL2201.31\G\Noise_Locs.ai (8/9/2022) 17802 Irvine Boulevard Tustin Residential Development Short-term Noise Monitoring Location Project Location Long-term Noise Monitoring Location LEGEND ST-1ST-1ST-1 LT-1LT-1LT-1 E 1st StE 1st St Irvine BlvdIrvine Blvd Pr o s p e c t A v e Pr o s p e c t A v e Irvine Blvd E 1st St Pr o s p e c t A v e LT-1LT-1LT-1 LT-2LT-2LT-2 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»18 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 L max), 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: ¸¹ ·¨© § 50log20.).log(10..)(DFULEequipLeq 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»19 Table I: Typical Construction Equipment Noise Levels Equipment Description Acoustical Usage Factor (%) 1 Maximum Noise Level (Lmax) at 50 Feet 2 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. 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 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: ܮ݁ݍ (ܿ݋݉݌݋ݏ݅ݐ݁)=10כ logଵ଴ ൭෍ 10 ௅௡ ଵ଴ ௡ ଵ ൱ 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»20 Once composite noise levels are calculated, reference noise levels can then be adjusted for distance using the following equation: ܮ݁ݍ (ܽݐ ݀݅ݏݐܽ݊ܿ݁ ܺ)=ܮ݁ݍ (ܽݐ 50 ݂݁݁ݐ)െ 20 כ logଵ଴ ൬ ܺ 50൰ 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 (Location) Composite Noise Level (dBA Leq) at 50 feet1 Distance (feet)Composite Noise Level (dBA Leq) Residences (South) 89 135 80 Residences (East)285 73 Commercial (West)285 73 School (North)670 66 Source: Compiled by LSA (2022). 1 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»21 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 Bulldozer2 0.089 87 Caisson Drilling 0.089 87 Loaded Trucks2 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 1 μin/sec. 2 Equipment shown in bold is expected to be used on site. μin/sec = microinches per second ft = foot/feet FTA = Federal Transit Administration in/sec = inch/inches per second LV = velocity in decibels PPV = peak particle velocity RMS = root-mean-square 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. LvdB (D) = LvdB (25 ft) – 30 Log (D/25) PPVequip = PPVref x (25/D)1.5 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 in/sec in PPV. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»22 Table L: Potential Construction Vibration Annoyance Impacts at Nearest Receptor Receptor (Location)Reference Vibration Level (VdB) at 25 ft 1 Distance (ft) 2 Vibration Level (VdB) Residences (South) 87 135 65 Residences (East)285 55 Commercial (West)285 55 School (North)670 44 Source: Compiled by LSA (2022). 1 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 M: Potential Construction Vibration Damage Impacts at Nearest Receptor Receptor (Location) Reference Vibration Level (PPV) at 25 ft 1 Distance (ft)2 Vibration Level (PPV) Residences (South) 0.089 35 0.054 Residences (East)50 0.031 Commercial (West)50 0.031 School (North)520 0.001 Source: Compiled by LSA (2022). 1 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 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 N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»23 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 ݈݋݃ଵ଴ൣܸ௘ା௣ /ܸ௘௫௜௦௧௜௡௚ ൧ where: Vexisting = existing daily volumes V e+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: x The project construction contractor should equip all construction equipment, fixed or mobile, with properly operating and maintained noise mufflers, consistent with manufacturer’s standards. x The project construction contractor should locate staging areas away from off-site sensitive uses during the later phases of project development. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»24 x 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»25 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 façades and to identify any specific upgrades necessary to achieve an interior noise level of 45 dBA CNEL or below. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22»26 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://library.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.January21. 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. N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22» APPENDIX A NOISE MONITORING DATA 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: Long-Term (24-Hour) Noise Level Measurement Results at LT-1 Start Time Date Noise Level (dBA) Leq 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 Leq = equivalent continuous sound level Lmax = maximum instantaneous noise level Lmin = minimum measured sound level Noise Measurement Survey – 24 HR Project Number: ESL2201.31 Test Personnel: Kevin Nguyendo 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: Long-Term (24-Hour) Noise Level Measurement Results at LT-2 Start Time Date Noise Level (dBA) Leq 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 Leq = equivalent continuous sound level Lmax = maximum instantaneous noise level Lmin = minimum measured sound level N OISE AND V IBRATION I MPACT A NALYSIS A UGUST 2022 17802 I RVINE B OULEVARD,TUSTIN R ESIDENTIAL D EVELOPMENT T USTIN,CALIFORNIA P:\ESL2201.31\Product\NoiseAndVibrationReport_08092022.docx «08/09/22» APPENDIX B CONSTRUCTION NOISE CALCULATIONS Phase: Demolition Lmax Leq Concrete Saw 1 90 20 50 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 Lmax Leq 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: Grading Lmax Leq 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 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:Paving Lmax Leq 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 Lmax Leq Compressor (air)17840500.57874 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: RCNM 1- Percentage of time that a piece of equipment is operating at full power. dBA – A-weighted Decibels Lmax- Maximum Level Leq- Equivalent Level Noise Level (dBA)Equipment Quantity Reference (dBA) 50 ft Lmax Usage Factor1 Distance to Receptor (ft) Ground Effects Ground Effects Noise Level (dBA)Equipment Quantity Reference (dBA) 50 ft Lmax Usage Factor1 Distance to Receptor (ft) Noise Level (dBA) Construction Calculations Equipment Quantity Reference (dBA) 50 ft Lmax Usage Factor1 Distance to Receptor (ft) Ground Effects Noise Level (dBA) Equipment Quantity Reference (dBA) 50 ft Lmax Usage Factor1 Distance to Receptor (ft) Ground Effects QuantityEquipment Equipment Noise Level (dBA)Ground Effects Distance to Receptor (ft) Usage Factor1 Reference (dBA) 50 ft LmaxQuantity Noise Level (dBA)Ground Effects Distance to Receptor (ft) Usage Factor1 Reference (dBA) 50 ft Lmax Urban Planning Ŷ Due Diligence Ŷ Entitlements Ŷ CEQA/NEPA Ŷ Development Services Ŷ Management Ŷ Public Outreach 2355 Main Street, Suite 100 Ŷ Irvine, CA 92614 949.794.1180 Ŷ info@epdsolutions.com 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 (18) 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, 11th 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. 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 17802 Irvine Boulevard, Tustin Residential Development VMT Screening Analysis 2 Figure 1: Project Site Plan 17802 Irvine Boulevard, Tustin Residential Development VMT Screening Analysis 3 Table 1: Project Trip Generation Land Use Units Daily In Out Total In Out Total Trip Rates Business Park1 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-Familiy Attached Housing3 DU 7.20 0.15 0.33 0.48 0.32 0.25 0.57 Existing Trip Generation Existing Business Park 47.583 TSF 592 55 10 64 15 43 58 Project Trip Generation Single Family Detached Units 4DU 38123214 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 3 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021, Land Use Code 215-Single-Family Attached Housing. All Sites. AM Peak Hour PM Peak Hour 1 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. 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. K-2 This page intentionally left blank. K-3 TABLE 1: MITIGATION MONITORING AND REPORTING PROGRAM Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed and Initials BIOLOGICAL RESOURCES 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. In the event that vegetation and tree removal activities occur within the active breeding season for birds (February 1–September 15), the Project applicant shall retain a qualified biologist to conduct a nesting bird survey 3- days prior to commencement of construction activities. Prior to grading permit. City of Tustin Planning Division CULTURAL RESOURCES 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 Confirmation of professional archaeologist retention/ongoing/monit oring/submittal of Report of Findings; halt all work within a 50-foot buffer of an inadvertent discovery; City of Tustin Planning Division K-4 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed and Initials 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. ensure plans state requirements. Prior to demolition and grading permits and during subsurface excavation. GEOLOGY 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: 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 until a qualified paleontologist from the City or County List of Qualified Paleontologists has evaluated the find. Prior to grading permit. Qualified Paleontologist/City of Tustin Planning Division K-5 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed 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 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. K-6 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed 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 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 conducted. The K-7 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed 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 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. TRIBAL 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 Gabrieleño 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 Retain tribal monitor and execute monitoring agreement. Prior to grading permit. City of Tustin Planning Division K-8 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed and Initials 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 PRC 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. 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 In the event Native American human remains are found, halt all construction activity immediately. Contact the County Coroner, and NAHC within 24 hours if remains are recognized to be Native American. Construction. County Coroner/Tribal Monitor/City of Tustin Planning Division K-9 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed 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). (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. Follow proper protocol for preservation or treatment if Native American human remains or funerary objects are found. Construction. City of Tustin Planning Division K-10 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed 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 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 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. G. The Tribe will work closely with the project’s qualified archaeologist to ensure that the excavation is treated carefully, ethically and respectfully. If K-11 Mitigation Measure Action and Timing Responsible for Ensuring Compliance / Verification Date Completed and Initials 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. K-12 PPP Action and Timing Responsible for Ensuring Compliance / Verification Date Completed and Initials AESTHETICS 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). Submit a photometric lighting plan. Prior to building permit. City of Tustin Planning Division AIR QUALITY 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. Compliance with Rule 402. Construction. City of Tustin Planning Division 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: x 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. x 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 Compliance with Rule 403. Construction. City of Tustin Planning Division K-13 weather; preferably in the mid-morning, afternoon, and after work is done for the day. x 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. Compliance with Rule 1113. Construction. City of Tustin Planning Division BIOLOGICAL RESOURCES 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. Ensure installation of street trees is compliance with Municipal Code Article 7, Chapter 3, Section 7308. Prior to grading permit. City of Tustin Planning Division CULTURAL RESOURCES 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) SecIn 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. Stop disturbance activities within 50-foot buffer area of identified human or funerary remains; immediately contact County Coroner; verify all grading plans specify requirements. Win the event of an inadvertent discovery of identified human or funerary remains. City of Tustin Planning Division K-14 ENERGY 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. Compliance with CALGreen. Prior to building permit. City of Tustin Planning Division 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. Compliance with CARB Rule 2485. Construction. City of Tustin Planning Division GEOLOGY 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. Compliance with the California Building Code. Prior to building permit. City of Tustin Planning Division HAZARDOUS 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 Compliance with SCAQMD Rule 1403. Prior to demolition permit. City of Tustin Planning Division K-15 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. Verify lead-based paint survey has been conducted. Prior to demolition permit. City of Tustin Planning Division WATER QUALITY PPP WQ-1: NPDES/SWPPP. 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. Review and approval of SWPPP. Prior to grading permit. City of Tustin Planning Division 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 Review and approval of WQMP. Prior to grading permit. City of Tustin Planning Division K-16 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 Noises Prohibited (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. Compliance with City Municipal Code 4616. Construction. City of Tustin Planning Division PUBLIC SERVICES 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). Pay school impact fees. Prior to building permit. City of Tustin Planning Division 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. Pay park impact fees. Prior to building permit. City of Tustin Planning Division UTILITIES K-17 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. Compliance with Section 5.408.1 of the 2019 California Green Building Standards Code. Construction and operation. City of Tustin Planning Division 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. Compliance with Section SB 1383. Operation. City of Tustin Planning Division INITIAL STUDY City of Tustin Page | 2-1 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 strikeout 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 INITIAL STUDY City of Tustin Page | 2-2 Project. The number designations in the responses are correlated to the bracketed and identified portions of each comment letter. INITIAL STUDY City of Tustin Page | 2-3 COMMENT LETTER 1: Anita Storck, September 21, 2022 (2 pages) INITIAL STUDY City of Tustin Page | 2-4 INITIAL STUDY City of Tustin Page | 2-5 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 1.4: 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. INITIAL STUDY City of Tustin Page | 2-6 COMMENT LETTER 2: INITIAL STUDY City of Tustin Page | 2-7 INITIAL STUDY City of Tustin Page | 2-8 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. INITIAL STUDY City of Tustin Page | 2-9 COMMENT LETTER 3: Robert Duffy, October 5, 2022 (2 pages) INITIAL STUDY City of Tustin Page | 2-10 INITIAL STUDY City of Tustin Page | 2-11 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. INITIAL STUDY City of Tustin Page | 2-12 COMMENT LETTER 4: City of Irvine, October 7, 2022 (1 page) INITIAL STUDY City of Tustin Page | 2-13 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. INITIAL STUDY City of Tustin Page | 2-14 COMMENT LETTER 5: Orange County Sanitation District, October 10, 2022 (2 pages) INITIAL STUDY City of Tustin Page | 2-15 INITIAL STUDY City of Tustin Page | 2-16 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. INITIAL STUDY City of Tustin Page | 2-17 INITIAL STUDY City of Tustin Page | 2-18 COMMENT LETTER 6: Prospect Park Homeowners Association, October 10, 2022 (3 pages) INITIAL STUDY City of Tustin Page | 2-19 INITIAL STUDY City of Tustin Page | 2-20 INITIAL STUDY City of Tustin Page | 2-21 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. INITIAL STUDY City of Tustin Page | 2-22 COMMENT LETTER 7: Commenter #1, October 12, 2022 (1 page) INITIAL STUDY City of Tustin Page | 2-23 INITIAL STUDY City of Tustin Page | 2-24 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.