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XC2023-0105 - Fire Hazard Docs
UNDERGROUND STORAGE TANK ABANDON IN-PLACE REPORT Gilbert Property, LLC 503 East Edgewater Place Newport Beach, California 92661 Report Date June 8, 2023 Partner Project No. SM19-255648 Prepared for: Orange County Health Care Agency c/o Tamara Escobedo Engineering Geologist Hazardous Materials Mitigation Section Environmental Health PO BOX 25400 Santa Ana, CA 92799 Newport Beach Fire Department c/o James Glimpse Life Safety Specialist III 100 Civic Center Drive Newport Beach, California 92660 (800) 419-4926 www.PARTNEResi.com 23 June 8, 2023 Gilbert Property, LLC 4016 Grand Ave., Suite B Chino, California 91710 Subject: Underground Storage Tank Abandonment In Place Report 503 East Edgewater Place Newport Beach, California 92661 Partner Project Number: 19-255648 Dear Mr. Shin-Yen Huang, Partner Engineering and Science, Inc. (Partner) has prepared this Underground Storage Tank (UST) Abandonment In-Place Report for the property located at 503 East Edgewater Place, Newport Beach, California (hereafter referred to as the “Site” - Figure 1). The objective of the project was to abandon-in- place two 12,000 gallon USTs from the Site under the regulatory oversight of the Orange County Health Care Agency (OCHCA) and Newport Beach Fire Department (NBFD). This report serves to provide documentation of the excavation and abandonment of the identified USTs and associated fixtures, and collection of confirmatory soil samples. This assessment was performed consistent with acceptable industry standards. The independent conclusions represent Partner’s professional judgment based upon existing conditions and the information and data available to us during the course of this assignment. We appreciate the opportunity to provide these services. If you have any questions concerning this report, or if we can assist you in any other matter, please contact Anthony Bottecchia at (657) 305-6413. Sincerely, Partner Engineering and Science, Inc. Anthony Bottecchia Chris Carson Senior Assessor Project Engineer David Lehnus, PG, LEP Senior Project Manager Underground Storage Tank Abandonment In-Place Report Gilbert Property, LLC 503 East Edgewater Place Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page i TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................................................... 1 1.1 Purpose ................................................................................................................................................................................ 1 1.2 Limitations .......................................................................................................................................................................... 1 1.3 User Reliance ..................................................................................................................................................................... 1 2.0 SITE BACKGROUND ......................................................................................................................... 2 2.1 Site Description ................................................................................................................................................................. 2 2.2 Site History ......................................................................................................................................................................... 2 3.0 PRE-FIELD ACTIVITIES ..................................................................................................................... 4 3.1 Permitting and Plans ....................................................................................................................................................... 4 3.2 Utility Clearance ................................................................................................................................................................ 4 3.3 Health and Safety Plan ................................................................................................................................................... 4 4.0 FIELD ACTIVTIES .............................................................................................................................. 5 4.1 UST Exposure and Soil Sampling ............................................................................................................................... 5 4.2 UST Cleaning and Abandon In Place ........................................................................................................................ 5 4.3 Over-Excavation of Impacted Soils ........................................................................................................................... 6 4.3 Soil Management ............................................................................................................................................................. 6 4.6 Backfill and Restoration of Excavation ................................................................................................................... 7 4.7 Groundwater Well Abandonment Destruction .................................................................................................... 7 5.0 SOIL DATA ANALYSIS ...................................................................................................................... 8 5.1 Laboratory Analysis ......................................................................................................................................................... 8 6.0 SUMMARY AND CONCLUSIONS .................................................................................................... 9 The following report Tables, Figures, and Appendices are attached at the end of this report. TABLES 1. Soil Samples Total Petroleum Hydrocarbon Laboratory Results 2. Soil Samples VOC Laboratory Results 3. Soil Samples Polycyclic Aromatic Hydrocarbon Laboratory Results FIGURES 1. Site Plan 2. Topographic Map 3. Abandon In Place and Sampling Map 4. Well Abandonment Destruction Map APPENDICES A. Permits, Waste Manifests, and Disposal Tickets B. Laboratory Analytical Report C. Tank Closure Certification D. Site Photos Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 1 1.0 INTRODUCTION 1.1 Purpose Partner Engineering and Science, Inc. (Partner) has prepared this Underground Storage Tank (UST) Abandonment In-Place Report for the property located at 503 E Edgewater Place California, City of Newport Beach (hereafter referred to as the “Site” - Figure 1). The objective of the project was to abandon In-Place two 12,000 gallon (split 6,000-gallon) USTs from the Site under the regulatory oversight of the Orange County Health Care Agency (OCHCA) and Newport Beach Fire Department (NBFD). This report serves to provide documentation of the excavation and abandonment of the identified USTs and associated fixtures, and collection of confirmatory soil samples. 1.2 Limitations This report presents a summary of work conducted by Partner. The work includes observations of site conditions encountered and the analytical results provided by an independent third-party laboratory of samples collected during the course of the project. The number and location of samples were selected to provide the required information. It cannot be assumed that the limited available data are representative of subsurface conditions in areas not sampled. Conclusions and/or recommendations are based on the observations, laboratory analyses, and the governing regulations. Conclusions and/or recommendations beyond those stated and reported herein should not be inferred from this document. Partner warrants that the environmental consulting services contained herein were accomplished in accordance with generally accepted practices in the environmental engineering, geology, and hydrogeology fields that existed at the time and location of work. No other warranties are implied or expressed. 1.3 User Reliance Partner was engaged by Gilbert Property LLC (the Addressee), or their authorized representative, to perform this investigation. The engagement agreement specifically states the scope and purpose of the investigation, as well as the contractual obligations and limitations of both parties. This report and the information therein, are for the exclusive use of the Addressee. This report has no other purpose and may not be relied upon, or used, by any other person or entity without the written consent of Partner. Third parties that obtain this report, or the information therein, shall have no rights of recourse or recovery against Partner, its officers, employees, vendors, successors or assigns. Any such unauthorized user shall be responsible to protect, indemnify and hold Partner, the Addressee 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. This report has been completed under specific Terms and Conditions relating to scope, relying parties, limitations of liability, indemnification, dispute resolution, and other factors relevant to any reliance on this report. Any parties relying on this report do so having accepted Partner’s standard Terms and Conditions, a copy of which can be found at http://www.partneresi.com/terms-and-conditions.php. Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 2 2.0 SITE BACKGROUND 2.1 Site Description The Site is located at 503 East Edgewater Place in Newport Beach, California and is located on the east side of Adams Street and the south side of East Edgewater Place, within a mixed commercial and residential area of Orange County. The immediately surrounding properties consist of Newport Beach Landing Restaurant, Newport Beach Landing Whale Watching to the east; A combined subterrain two-story above ground Public Parking Structure to the south; and residential properties to the west. Refer to Figure 1 for a site plan showing site boundaries and surrounding properties. A topographic map of the Site area is provided as Figure 2. The property is currently occupied by Newport Beach Landing Restaurant for commercial use. On-site operations consist of a two-story restaurant, restaurant deliveries and trach pickup located on the south side and general office use on the second floor. 2.2 Site History Please refer to the reports listed below for a detailed description of the Site history: • Partner Summary of Field Activities and Conclusions Amendment – Additional Assessment – Newport Landing Report – March 14, 2022; • Partner Additional Soil Vapor Sampling Report –July 1, 2022; and • Partner Additional Groundwater Report – February 3, 2023. Six USTs are located in-situ behind the Newport Landing Building at the Site (Figure 3 – Abandon in Place Map). The USTs were used to hold fuel for vessels docking at Newport Landing. Several fuel lines run from the USTs along the west side of the building to the dock and then along or under the dock. The two 7,500- gallon USTs located immediately south of the Newport Landing Building were abandoned in place prior to 1995. Soil and groundwater samples were collected near the fuel lines in January 2020, and confirmation soil samples were collected in May 2021 for preliminary assessment of site conditions. From May 17 to 25, 2021 the fuel lines along and underside of the docks were triple washed and removed along with two above ground tanks (ASTs) which contained hydraulic oils. The Geotechnical Recommendation Letter dated September 17, 2021 (Letter) recommended that the existing USTs should be abandoned in place due to risk of structural damage during removal and shoring of the UST pit perimeter. The Letter was forwarded to the Newport Beach Fire Department and OCHCA on September 21, 2021, and a meeting was held with the client and Newport Beach Fire Department on October 29, 2021. During the boardroom meeting, it was agreed between all parties present to move forward with additional geotechnical/environmental investigation for the purposes of abandoning in place the remaining USTs at the Site. Meeting details were summarized in an email to the OCHCA on November 10, 2021. In response to the email, OCHCA requested a work plan summarizing the sampling procedures prior to moving forward with additional investigation. Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 3 2.3 Site Geology and Hydrogeology Review of the United States Geological Survey (USGS) Balboa Peninsula, Newport Beach, California Quadrangle topographic map, indicates the Site is situated approximately 10 feet above mean sea level, and the local topography is sloping gently to the southwest. Refer to Figure 2 for a topographic map of the site vicinity. Balboa Peninsula, a barrier beach that protects the bay, was once the site of extensive low sand dunes. In the southern part of the Planning Area, the San Joaquin Hills rise abruptly from the sea, separated from the present shoreline by a relatively flat, narrow shelf. Originally formed by wave abrasion, this platform (also called a terrace) is now elevated well above the water and is bounded by steep bluffs along the shoreline. The coastal platform occupied by Corona Del Mar ranges from about 95 to 100 feet above sea level, and the San Joaquin Hills, site of the Newport Coast development area, rise to an elevation of 1,164 feet at Signal Peak. Based on borings advanced during this investigation, the underlying subsurface consists predominantly of poorly graded sand (SP) from the ground surface to approximately 4 feet below ground surface (bgs). Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 4 3.0 PRE-FIELD ACTIVITIES 3.1 Permitting and Plans Prior to the USTs Abandon In-Place, Partner secured permits with the Orange County Health Care Agency (Permit XC2023-0105) for the USTs Abandon In-Place and issued a South Coast Air Quality Management District (AQMD) Various Locations Rule 1166 Contaminated Soil Mitigation Plan Notification (Plan Number 581537). Please see Appendices A for a copy of the permit filed for the project. 3.2 Utility Clearance Scott Anderson, Senior Superintendent for American Integrated Services, Inc. (AIS), the contractor for the project, previously delineated the work area with white spray paint and notified Underground Service Alert (USA) to clear public utility lines as required by law at least two business days prior to excavation activities. 3.3 Health and Safety Plan Partner updated the previously prepared a site-specific Health and Safety Plan, which was reviewed with on-site personnel involved in the project prior to the commencement of excavation activities. Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 5 4.0 FIELD ACTIVTIES 4.1 UST Exposure and Soil Sampling Partner subcontracted with AIS to perform the UST exposure and abandonment. AIS mobilized a United Rental TB290 rubber track excavator with a concrete breaker, one Nieto&Son 2,500-gallon Vac Truck to the site on May 2 through to May 5, 2023. Tamara Escobedo of the OCHCA, oversaw the USTs abandonment activities. Per her direction, Partner collected a total of 5 soil samples (P-8 through P-12) from a depth of approximately 1 foot below ground surface (bgs) in the crushed pea gravel fill material below the duel sleeved fuel feed lines for each UST prior to removal. The samples were collected by excavating soil from the desired sampling point using a slide hammer with 2” x 6” stainless steel cylinders. The ends of each cylinder were sealed with 4” square sheets of Teflon and caped. The cylinders were labeled for identification, Chain of Custody sealed and stored in an iced cooler. Samples were collected above the groundwater elevation of approximately 4 feet below ground surface at mean tide. The location of the samples are presented on Figure 3. All soil samples submitted to Jones Environmental Laboratory, Inc. (Jones) of Santa Fe Springs, California (California Environmental Laboratory Accreditation Program (ELAP) license number 2882 for analysis for Total Carbon Chain Petroleum Hydrocarbons (TPH-cc) via EPA Method 8015, volatile organic compounds (VOCs) via EPA Method 8260B, and Polycyclic Aromatic Hydrocarbon Compounds (PAHs) via EPA Method 8270 c/SIM. VOCs and PAHs were not detected in any soil samples submitted for analysis. Concentrations of carbon range C20-C23 and C13-C22 were detected in soil sample P12 at concentrations of 611 milligrams per kilogram (mg/kg) and 578 mg/kg, respectively, which exceeded their regulatory residential screening levels (SLs) for these carbon ranges. Concentrations of several other carbon range hydrocarbons were also detected in the soil sample P12 at concentrations below their respective SL concentrations. TPH-cc were not detected in any of the other soil samples submitted for analysis. Laboratory analytical reports are included as Tables 1 through 3. Laboratory analytical results are provided in Appendix B. 4.2 UST Cleaning and Abandon In Place AIS used the excavator to expose the surface of the USTs and excavated soils were periodically field screened with a photoionization detector (PID) calibrated to Isobutylene in general accordance with the requirements set forth in AQMD Rule 1166. Volatile organic compound (VOC)-contaminated soil as defined in Rule 1166 (i.e., soil registering a VOCs concentration of 50 parts per million [ppm] or greater using field instrumentation) was identified during the excavation. From May 2 to 5, 2023, AIS exposed cleaned, and abandon in-place the USTs. Once exposed, UST #1 T1/T2 were measured to be approximately 24 feet long and approximately 9 feet in diameter and UST #2 T3/T4 was measured to be approximately 24 feet long and approximately 9 feet in diameter. The top of the tanks was located approximately 4 feet below ground surface (bgs). The USTs were observed have residual liquid sludge. The USTs appeared to be in good condition with no observable breaches in the outer casing. Nieto and Sons Trucking Inc emptied the liquid sludge contents of the USTs with a vacuum truck through exposed openings of fill pipes top of the tanks. Once the USTs liquid content was removed, Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 6 the interior of each tank was then pressure-washed/triple rinsed and rendered inert. Approximately 800 gallons of residual gasoline mixture fluid and rinsate was generated during the washing and evacuation process. Nieto and Sons transported the material in a vacuum truck under non-Resource Conservation Recovery Act (non-RCRA) hazardous waste manifest 015017350 FLE documentation to World Oil Recycling in Compton, California, for recycling, treatment, and/or disposal. The USTs were inspected by certified industrial hygienist (CIH), Nancy Caraway, who was subcontracted by AIS. Ms. Carraway certified the USTs were properly cleaned and suitable for abandon in-place A copy of the UST certification is included as Appendix C. All disconnected associated piping and or USTs apertures, (i.e., fiber glass piping, concrete containments, and rebar, etc.) was loaded into a super 10 dump truck and transported to Chiquita Canyon Landfill in Castaic, California as commercial trash. Refer to Appendices A for copies of the disposal waste manifests. 4.3 Over-Excavation of Impacted Soils On May 10, 2023, based upon the analytical data from soil sample P12, AIS excavated impacted soils in the vicinity of soil sample P12, located to the west of the previously abandoned 7,500-gallon UST located near the southwest corner of the building. Under the direction of Partner, soils were excavated to a depth of approximately 3 feet below the fiberglass fuel lines northwest of UST #1 T1- T2. The excavation exposed approximately 6 feet of the previously abandon in place steel UST. The exposed soils surrounding the tank were described as a greyish black fine sand fill. Mixed petroleum-like odors were observed by the field geologist. The final depth of the excavation was approximately 3.5 feet below the former fiberglass fuel lines. On May 11, 2023, under the direction of OCHCA inspector Escobedo, Partner collected two additional confirmatory soil samples from a depth of approximately 2.5’ below the formerly abandoned UST #1 T1-T2. Soil samples P12A and P13 were submitted to Jones for analysis for TPH-cc, VOCs, and PAHs. Refer to Figure 3 for a map of the soil sample locations and approximate excavation limits and to Tables 1, 2, and 3 for a summary of the analytical results. VOCs were not detected in samples P12A and P13. Low-level concentrations of PAH compound 2- methylnaphthalene were detected in both samples at concentrations of 140 mg/kg and 1,940 mg/kg. these detections were below applicable SLs. TPH-cc compounds were detected in both samples P-12A and P-13 for all carbon ranges. The concentration of carbon range C13-C15 detected in P-12A (608 mg/kg) and the concentration of carbon range C20-C23 detected in P-13 (684 mg/kg) exceeded the residential SL. The concentration of carbon range C13-C22 exceeded the residential regulatory screening level in both samples at concentrations of 1,320 mg/kg and 658 mg/kg. No other carbon range compounds were detected exceeding the regulatory SLs. 4.3 Soil Management On May 10, 2023, during the excavation, AIS generated approximately 6.2 cubic yards of impacted soil. The soil was placed into thirteen-55-gallon drums that were stored on visqueen plastic sheeting to protect the ground beneath the drums. Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 7 On May 16, 2023, AIS loaded the drums onto a flatbed trailer and transported under non-RCRA hazardous waste manifest number 052023009 to Crosby & Overton Inc. Facility in Long Beach, California. Refer to Appendices A for a copy of the Waste Manifests. 4.6 Backfill and Restoration of Excavation May 10 and 11, 20223 Partner performed oversight of AIS during slurry backfilling of associated vent pipes and USTs excavations. The backfilling included placement of a total of 10 cubic yards of 2-Slack Slurry material to a depth of 6 inches below the top of concrete pad. The 2 Slack Slurry material was provided by Robertson Ready Mix, Irvine, California. The excavation was resurfaced to grade with approximately with 18 cubic yards of concrete with reinforced rebar dowels on May 12, 2023. Refer to appendix D for representative site photos. 4.7 Groundwater Well Abandonment Destruction On May 5 and 12, 2023, under well/exploratory boring permit #23-05-03 & #23-05-04 M&R Drilling over- drilled and backfilled groundwater monitoring wells P4 through to P8. The wells were over drilled to a depth of approximately 12 to 15 feet bgs for the wells located to the west, east, north, and south sides of the abandoned USTs. Wells were backfilled with a lean mixture of Portland Cement, each totaling approximately 55–57-gallons. The background monitoring well P8 was over drilled to a depth of approximately 15 feet bgs and backfilled with a lean mixture of Portland Cement totaling approximately 55-gallons. Refer to figure 3 and 4 for well abandonment destruction locations. Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 8 5.0 SOIL DATA ANALYSIS 5.1 Laboratory Analysis Jones provided chemical analysis results on May 9, and 11, 2023 Refer to Appendix B for a copy of the laboratory analysis reports, which includes chain-of-custody and quality assurance/quality control (QA/QC) documentation. Laboratory QA/QC data were within acceptable limits and/or did not affect data interpretation. Soil sample P8, P9, P10 and P11 collected from approximately 6 inches into the crushed pea gravel fill material, at depths of 1 foot bgs below former fuel line locations contained no concentrations of TPH-cc, VOCs) and PAHs. Sample P12 contained concentrations of diesel and oil range petroleum hydrocarbons. Diesel range TPH was detected at 34.5 mg/kg, 42.4 mg/kg, and 108 mg/kg in these samples and oil range TPH was detected at 1,110 mg/kg, 1,020 mg/kg, 738 mg/kg, 466 mg/kg, and 3,560 mg/kg. These concentrations were below their respective commercial and residential SLs for these samples. Concentrations of diesel range TPH and oil range TPH were detected at concentrations of 611 mg/kg and 578 mg/kg in sample P12, which exceeded their respective SLs. Based on the initial laboratory results, over- excavation of the impacted soils from this location was conducted to a maximum depth of 4.5 feet bgs and samples P12A and P13 were collected from approximately 2.5 feet below the fuel lines of UST #1 T1-T2. Soil samples P12A and P13 did contain detectable exceedance the residential SL for diesel range TPH. Samples 12A and P13 also contained concentrations of 2-Methlnaphthanene at 1,940 and 140 mg/kg and acenaphthene at 1,360 and 531 mg/kg below the residential and commercial screening levels. No other compounds were detected at concentrations exceeding their respective regulatory guidelines. Refer to Tables 1, 2, and 3 for a summary of the soil sample data. Underground Storage Tank Abandonment In-Place Report Newport Beach, California 92661 Partner Project Number SM19-255648 June 8, 2023 Page 9 6.0 SUMMARY AND CONCLUSIONS From January 2020 to 2022 Partner performed a site assessment and additional site assessment to the requirements imposed by the Orange County Health Care Agency (OCHCA) to move forward with abandonment in place of two 12,000-gallon split 6 USTs and their associated fixtures and piping. The reported analysis has concluded the soil and groundwater samples collected have met the regulatory guidelines for residential and commercial property. On May 4, 2023, Partner, Newport Beach Fire Department and the regulatory oversight of the OCHCA oversaw the abandon in-place of the USTs. On May 5 and 12, 2023, M&R Drilling over-drilled and backfilled GWMWs P4 through to P8 under the oversight of Partner and confirmation soil sampling conducted upon the time of abandon in-place of dual sleeved fiber glass fuel lines approximately 1 foot below in the fill soil material. On May 10 and 11, 2023, abandon in place/removal of dual sleeved fiber glass fuel lines and steel vent lines were slurry backfilled with two sack slurry. Over excavation of the petroleum-impacted soil was performed to a depth of approximately 4.5’ bgs feet below the abandoned UST #1 T1-T2. Confirmation soil samples P12A and P13 contained concentrations of diesel range TPH exceeding the residential regulatory screening levels. However, due to the building foundation and the existing abandoned UST further excavation in that area was considered to be impracticable without undermining the adjacent structures. With a groundwater elevation of approximately 4 feet below ground surface at mean tide no further excavation could be performed below that depth. A total of 6.2 cubic yards of soil and 800 gallons of residual liquid/rinsate was generated during the cleaning, abandonment, and impacted soil removal activities. All wastes were transported off-site for disposal as non- RCRA hazardous waste. Partner concludes that soils and groundwater investigations related to the abandoned tanks and the removal of associated fuel lines and dispenser of the formerly operative fueling dock has generally demonstrated that an unauthorized has been investigated and remediated to the extent practicable. The soil impacts that were encountered were excavated and soil analytical data showed residual soil remaining in-place contains detectable concentrations of oil range TPH above residential soil screening levels. Further soil excavation would likely undermine the existing structures. Based on these conclusions, Partner requests that a No Further Action determination be granted for the UST abandonment which meets the Closure Requirements under California Code of Regulations, Title 23, Division 3, Chapter 16. TABLES Table 1: Summary of Soil Sampling Results - Total Petroleum Hydrocarbons TPH by EPA Method 8260B (mg/kg) TRPH by EPA Method 418.1 (mg/kg) Sample Identification Sampling Date GR O ( C 4 - C1 2 ) TP H - g TP H - d TP H - o C1 0 - C 1 1 C1 2 - C 1 3 C1 3 - C 1 5 C1 4 - C 1 5 C1 6 - C 1 7 C1 8 - C 1 9 C2 0 - C 2 3 C2 4 - C 2 7 C2 8 - C 3 1 C3 2 - C 3 5 C3 6 - C 3 9 C3 6 - C 4 0 C4 0 - C 4 3 C1 3 - C 2 2 C2 3 - C 4 0 TR P H PES-1-4'0 1/2/2020 --<10 <10 22 --------------------------------PES-2-4'0 1/2/2020 --<10 <10 <10 -------------------------------- PES-3-4'0 1/2/2020 --<10 <10 <10 -------------------------------- PES-4-4'0 1/2/2020 --<10 <10 <10 --------------------------------PES-5-4'0 1/2/2020 --<10 <10 <10 -------------------------------- PES-6-4'0 1/2/2020 --<10 <10 49 --------------------------------PES-7-4'0 1/2/2020 --<10 <10 22 --------------------------------PES-8-4'0 1/2/2020 --<10 <10 <10 ------------------------------ P-1 5/26/2021 102 ------219 541 --535 439 259 208 158 53.3 72.3 65.4 --44.3 1713 386 --P-2 5/26/2021 0.58 ------<1.0 <1.0 --<1.0 <1.0 <1.0 4.2 4.9 7.3 11.9 14.6 --16.6 <10.0 43.8 -- P-3 5/26/2021 0.25 ------<1.0 <1.0 --<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 --<1.0 <10.0 <10.0 -- P-1A 6/1/2021 <0.20 ------3.0 3.9 --7.0 13.5 17.8 60.6 102 134 118 80.3 --56.9 78.5 474 --P4-2.5 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 41.9 P4-5.0 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 130 P4-10 1/25/2022 12.5 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 127P4-15 1/25/2022 19.2 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 77.7 P5-2.5 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 114P5-5 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 16.9P5-10 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 <10 P6-2.5 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 <10P6-5.0 1/25/2022 0.84 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 <10 P6-10.0 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 <10 P7-2.5 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 <10P7-5 1/25/2022 3.99 ------12.7 11.6 <1.0 42.4 41.0 33.4 58.6 73.0 78.0 71.5 67.3 <1.0 53.7 177 322 1230 P7-10 1/25/2022 <0.20 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 251 P7-15 1/25/2022 3.40 ------<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10.0 <10.0 1500P85/5/2023 --------<1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <10.0 <10.0 -- P9 5/5/2023 --------<1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <10.0 <10.0 -- P10 5/5/2023 --------<1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <10.0 <10.0 --P11 5/5/2023 --------<1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <10.0 <10.0 -- P12 5/5/2023 ------------34.5 --42.4 108 611 1110 1020 738 --466 --578 3560 --P12A 5/11/2023 ----------608 --335 213 199 135 121 106 --112 --1320 --P13 5/11/2023 2.56 ----------52.5 --57.2 115 684 1350 1620 1900 --2180 --658 7320 -- Residential ESL (mg/kg)NA 430 430 260 12000 430 260 260 260 260 260 260 12000 12000 12000 12000 12000 12000 260 12000 NACommercial ESL (mg/kg)NA 2000 2000 1200 180000 2000 1200 1200 1200 1200 1200 1200 180000 180000 180000 180000 180000 180000 1200 180000 NANotes:BOLD Values detected above laboratory detection limitHighlighted values indicate Residential SL exceedence (mg/kg)Highlighted values indicate Commercial SL exceedence (mg/kg)Abbreviations: <not detected above the indicated laboratory detection limit (DL)--not sampledCAMCalifornia Administrative ManualEPAEnvironmental Protection AgencyGROgasoline range organicsmg/kg milligrams per kilogram NA not applicable ESL Environmental screening level TRPH Total recoverable petroleum hydrocarbonsTPHtotal petroleum hydrocarbons TPH-d total petroleum hydrocarbons - diesel range (C12-C22) TPH-g total petroleum hydrocarbons - gasoline range (C5-C12) TPH-o total petroleum hydrocarbons - oil range (C22-C36+) Method TPH by EPA Method 8015B (mg/kg) TPH by EPA Method 8015M (Extended Carbon Range) (mg/kg) Environmental screening level (San Francisco Bay Regional Water Quality Control Board- January 2019)* Newport Landing 503 E. Edgewater Place Newport Beach, California 92661 Partner Project Number: SM19-255648 February 2022 Table 2: Summary of Soil Sampling Results - Volatile Organic Carbons Sample Identification Sampling Date Te t r a c h l o r o e t h y l e n e Tr i c h l o r o e t h y l e n e 1, 1 - D i c h l o r o e t h y l e n e Br o m o b e n z e n e Br o m o c h l o r o m e t h a n e Br o m o d i c h l r o m e t h a n e Br o m o f o r m Br o m o m e t h a n e n- B u t y l b e n z e n e se c - B u t y l b e n z e n e te r t - B u t y l b e n z e n e Ca r b o n t e t r a c h l o r i d e Ch l o r o b e n z e n e Ch l o r o e t h a n e Ch l o r o f o r m Ch l o r o m e t h a n e 2- C h l o r o t o l u e n e 4- C h l o r o t o l u e n e Di b r o m o m e t h a n e 1, 2 - D i b r o m o - 3 - ch l o r o p r o p a n e 1, 2 - D i b r o m o m e t h a n e (E D B ) 1, 2 - D i c h l o r o b e n z e n e 1, 3 - D i c h l o r o b e n z e n e 1, 4 - D i r c h l o r o b e n z e n e PES-1-4'0 1/2/2020 <3.4 <3.4 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <11 <5.7 <5.7 <5.7 <5.7 PES-2-4'0 1/2/2020 <3.5 <3.5 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <12 <5.8 <5.8 <5.8 <5.8 PES-3-4'0 1/2/2020 <3.2 <3.2 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <11 <5.4 <5.4 <5.4 <5.4 PES-4-4'0 1/2/2020 <3.0 <3.0 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <10 <5.1 <5.1 <5.1 <5.1 PES-5-4'0 1/2/2020 <3.1 <3.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <10 <5.1 <5.1 <5.1 <5.1PES-6-4'0 1/2/2020 <3.0 <3.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <10 <5.0 <5.0 <5.0 <5.0 PES-7-4'0 1/2/2020 <3.4 <3.4 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <11 <5.7 <5.7 <5.7 <5.7 PES-8-4'0 1/2/2020 <3.2 <3.2 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <11 <5.3 <5.3 <5.3 <5.3 P-1 5/26/2021 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 30.9 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0P-2 5/26/2021 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P-3 5/26/2021 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P-1A 6/1/2021 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0P4-2.5 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P4-5.0 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P4-10 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 45.1 29.3 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P4-15 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 134 73.3 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0P5-2.5 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P5-5 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P5-10 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P6-2.5 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P6-5.0 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P6-10.0 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P7-2.5 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0P7-5 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P7-10 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P7-15 1/25/2022 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 28.5 11.1 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P8 5/5/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P9 5/5/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P10 5/5/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P11 5/5/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P12 5/5/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P12A 5/11/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 P13 5/11/2023 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 Residential RSL* (ug/kg) NA 590 940 83000 NA 150000 290 19000 NA 2400000 2200000 2200000 650 280000 5400000 320 110000 470000 440000 24000 4.3 NA 1800000 NA 2600 Commercial RSL* (ug/kg) NA 2700 6000 350000 NA 630000 1300 86000 NA 18000000 12000000 12000000 2900 1300000 23000000 1400 460000 2500000 2300000 99000 57 NA 9300000 NA 11000 Highlighted values indicate Residential SL exceedence (ug/kg) Highlighted values indicate Commercial SL exceedence (ug/kg) --not analyzed<CAM California Administrative ManualEPAEnvironmental Protection Agency µg/kg micrograms per kilogram RSL regional screening level Regional Screening Level (Department of Toxic Substances Control [DTSC] Human Health Risk Assessment [HHRA] Human and Ecological Risk Office [HERO] Note 3 - June 2020). EPA RSLs (November 2021) utilized where DTSC RSLs not available. not detected above the indicated laboratory detection limit (DL) Abbreviations: Volatile Organic Compounds by EPA Method 8260B (ug/kg) * Method Newport Landing 503 E. Edgewater Place Newport Beach, California 92661 Partner Project Number: SM19-255648 June 2023 Table 2: Summary of Soil Sampling Results - Volatile Organic Carbons Sample Identification Sampling Date PES-1-4'0 1/2/2020PES-2-4'0 1/2/2020 PES-3-4'0 1/2/2020 PES-4-4'0 1/2/2020PES-5-4'0 1/2/2020PES-6-4'0 1/2/2020 PES-7-4'0 1/2/2020 PES-8-4'0 1/2/2020P-1 5/26/2021P-2 5/26/2021 P-3 5/26/2021 P-1A 6/1/2021P4-2.5 1/25/2022 P4-5.0 1/25/2022 P4-10 1/25/2022P4-15 1/25/2022P5-2.5 1/25/2022 P5-5 1/25/2022 P5-10 1/25/2022P6-2.5 1/25/2022 P6-5.0 1/25/2022 P6-10.0 1/25/2022P7-2.5 1/25/2022P7-5 1/25/2022 P7-10 1/25/2022 P7-15 1/25/2022 P8 5/5/2023 P9 5/5/2023 P10 5/5/2023 P11 5/5/2023 P12 5/5/2023 P12A 5/11/2023 P13 5/11/2023 Residential RSL* (ug/kg) NA Commercial RSL* (ug/kg) NA Method Di c h l o r o d i f l u o r o m e t h a n e 1, 1 - D i c h l r o r o e t h a n e 1, 2 - D i c h l r o r o e t h a n e 1, 1 - D i c h l o r o e t h e n e ci s - 1 , 2 - D i c h l r o r o e t h e n e tr a n s - 1 , 2 - D i c h l o r o e t h e n e 1, 2 - D i c h l o r o p r o p a n e 1, 3 - D i c h l o r o p r o p a n e 2, 2 - D i c h l o r o p r o p a n e 1, 1 - D i c h l o r o p r o p e n e ci s - 1 , 3 - D i c h l o r o p r o p e n e tr a n s - 1 , 3 - Di c h l o r o p r o p e n e He x a c h l o r o b u t a d i e n e Is o p r o p y l b e n z e n e p- I s o p r o p y l t o l u e n e Me t h y l e n e c h l o r i d e Na p h t h a l e n e n- P r o p y l b e n z e n e St y r e n e 1, 1 , 2 , 2 - T e t r a c h l o r o e t h a n e 1, 1 , 1 , 2 - T e t r a c h l o r o e t h a n e 1, 2 , 3 - T r i c h l o r o b e n z e n e 1, 2 , 4 - T r i c h l o r o b e n z e n e 1, 1 , 2 - T r i c h l o r o e t h a n e <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8<5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0<5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 39.1 <1.0 263 13.8 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 10.3 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 4.2 1.6 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 21.2 <1.0 <1.0 32.0 53.3 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 70.3 <1.0 <1.0 166 216 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 20.4 1.7 <1.0 85.1 75.8 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 87000 3600 460 83000 18000 130000 2500 410000 NA NA NA NA 1200 NA NA 2200 2000 NA 5600000 600 2000 40000 7800 1100 370000 16000 2000 350000 84000 600000 11000 2200000 NA NA NA NA 5300 NA NA 26000 6500 NA 32000000 2700 8800 300000 35000 5000 Volatile Organic Compounds by EPA Method 8260B (ug/kg) Newport Landing 503 E. Edgewater Place Newport Beach, California 92661 Partner Project Number: SM19-255648 June 2023 Table 2: Summary of Soil Sampling Results - Volatile Organic Carbons Sample Identification Sampling Date PES-1-4'0 1/2/2020PES-2-4'0 1/2/2020 PES-3-4'0 1/2/2020 PES-4-4'0 1/2/2020PES-5-4'0 1/2/2020PES-6-4'0 1/2/2020 PES-7-4'0 1/2/2020 PES-8-4'0 1/2/2020P-1 5/26/2021P-2 5/26/2021 P-3 5/26/2021 P-1A 6/1/2021P4-2.5 1/25/2022 P4-5.0 1/25/2022 P4-10 1/25/2022P4-15 1/25/2022P5-2.5 1/25/2022 P5-5 1/25/2022 P5-10 1/25/2022P6-2.5 1/25/2022 P6-5.0 1/25/2022 P6-10.0 1/25/2022P7-2.5 1/25/2022P7-5 1/25/2022 P7-10 1/25/2022 P7-15 1/25/2022 P8 5/5/2023 P9 5/5/2023 P10 5/5/2023 P11 5/5/2023 P12 5/5/2023 P12A 5/11/2023 P13 5/11/2023 Residential RSL* (ug/kg) NA Commercial RSL* (ug/kg) NA Method Tr i c h l o r o f l u o r o m e t h a n e 1, 2 , 3 - T r i c h l o r o p r o p a n e 1, 3 , 5 - T r i m e t h y l b e n z e n e 1, 2 , 4 - T r i m e t h y l b e n z e n e Vi n y l c h l o r i d e Be n z e n e To l u e n e Et h y l b e n z e n e m, p - X y l e n e o- X y l e n e Fr e o n 1 1 3 me t h y l - t e r t - b u t y l e t h e r et h y l t e r t b u t y l e t h e r di - i s o p r o p y l e t h e r te r t - a m y l m e t h y l e t h e r Te r t i a r y b u t y l a l c o h o l <5.7 <5.7 <5.7 <5.7 <5.7 6.6 <5.7 <5.7 <11 <5.7 ------------ <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <5.8 <12 <5.8 ------------<5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <5.4 <11 <5.4 ------------ <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <10 <5.1 ------------ <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <10 <5.1 ------------<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <10 <5.0 ------------<5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <5.7 <11 <5.7 ------------ <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <5.3 <11 <5.3 ------------ <5.0 <1.0 57.3 734 <1.0 <1.0 1.6 3.8 21.0 13.6 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 4.5 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 7.4 8.2 <1.0 <1.0 <1.0 2.8 8.0 11.5 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0<5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <5.0 <1.0 12.2 146 <1.0 <1.0 <1.0 42.0 2.1 2.2 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <5.0 <5.0 <5.0 <5.0 <50.0 1200000 2 270000 300000 8 330 1100000 5800 NA 640000 NA 47000 130000 2200000 NA NA 5400000 21 1500000 1800000 150 1400 5300000 25000 NA 2800000 NA 210000 560000 9400000 NA NA Volatile Organic Compounds by EPA Method 8260B (ug/kg) Newport Landing 503 E. Edgewater Place Newport Beach, California 92661 Partner Project Number: SM19-255648 June 2023 Table 3: Summary of Soil Sampling Results - Polycyclic Aromatic Hydrocarbon Compounds Sample Identification Sampling Date Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( a ) a n t h r a c e n e Be n z o ( b ) f l u o r a n t h e n e Be n z o ( k ) f l u o r a n t h e n e Be n z o ( g , h , i ) p e r y l e n e Be n z o ( a ) p y r e n e Ch r y s e n e Di b e n z ( a , h ) a n t h r a c e n e Fl u o r a n t h e n e Fl u o r e n e 2- M e t h y l n a p h t h a l e n e In d e n o ( 1 , 2 , 3 - c d ) py r e n e Na p h t h a l e n e Ph e n a n t h r e n e Py r e n e PES-1-4'0 1/2/2020 ---------------------------------- PES-2-4'0 1/2/2020 ---------------------------------- PES-3-4'0 1/2/2020 ---------------------------------- PES-4-4'0 1/2/2020 ----------------------------------PES-5-4'0 1/2/2020 ---------------------------------- PES-6-4'0 1/2/2020 ---------------------------------- PES-7-4'0 1/2/2020 ---------------------------------- PES-8-4'0 1/2/2020 ----------------------------------P-1 5/26/2021 290 63 <5 <5 <10 <10 <5 <10 <5 <5 <5 260 <5 600 670 <10 P-2 5/26/2021 <10 <5 <5 <5 <10 <10 <5 <10 <5 <5 <5 <10 --<5 <5 <5 <10 P-3 5/26/2021 <10 <5 <5 <5 <10 <10 <5 <10 <5 <5 <5 <10 --<5 <5 <5 <10P-1A 6/1/2021 <10 <5 <5 <5 <10 <10 <5 <10 <5 <5 <5 <10 <5 <5 <5 <10P4-2.5 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 <300 <300 <300 <300 P4-5.0 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P4-10 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300P4-15 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P5-2.5 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P5-5 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300P5-10 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300P6-2.5 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P6-5.0 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P6-10.0 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300P7-2.5 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P7-5 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P7-10 1/25/2022 <300 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 --<300 <300 <300 <300 P7-15 1/25/2022 <3000 <300 <300 <300 <300 <300 <1000 <300 <300 <300 <300 <300 <300 <300 <300 <300P85/5/2023 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 P9 5/5/2023 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 P10 5/5/2023 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15P115/5/2023 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 P12 5/5/2023 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 P12A 5/11/2023 1360 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 1940 <15 <15 <15 <15 P13 5/11/2023 531 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 140 <15 <15 <15 <15Residential RSL* (ug/kg)NA 3300000 NA 17000000 1100 1100 11000 NA 110 110000 28 2400000 2300000 190000 1100 2000 NA 1800000 Commercial RSL* (ug/kg)NA 23000000 NA 130000000 12000 13000 130000 NA 1300 1300000 310 18000000 17000000 1300000 13000 6500 NA 13000000Notes:BOLD Values detected above laboratory detection limitHighlighted values indicate Residential SL exceedence (ug/kg)Highlighted values indicate Commercial SL exceedence (ug/kg)Abbreviations: <not detected above the indicated laboratory detection limit (DL)--not sampledEPAEnvironmental Protection Agency µg/kg micrograms per kilogramNAnot applicableRSL Regional screening level Method Polycyclic Aromatic Hydrocarbon Compounds by EPA Method 8270 (ug/kg) Regional Screening Level (Department of Toxic Substances Control [DTSC] Human Health Risk Assessment [HHRA] Human and Ecological Risk Office [HERO] Note 3 - June 2020). EPA RSLs (November 2021) utilized where DTSC RSLs not available. * Newport Landing 503 E. Edgewater Place Newport Beach, California 92661 Partner Project Number: SM19-255648 June 2023 FIGURES © © DOCK BO A R D W A L K SIDEWALK CURB SIDEWALK DOCK DOCK RA M P RA M P CONCRETE RETAILSALES PATIO AREA WATER CA S H I E R BAITTANK BO A R D W A L K SEA WALL SEA WALL / BULK HEAD SW A L E ST A I R S OFFICE ELECT. RM AB A N D O N E D ( 4 / 9 5 ) 7,5 0 0 0 G A L L O N FU E L T A N K SLURRY FILLED ABANDON IN PLACE FUEL LINES MAY 2023 SLURRY FILLED ABANDON IN PLACE (4) VENT LINES AND PIPES US T #1 T 1 -T2 1 2 , 0 0 0 GA L L O N U S T D U A L CO M P A R T M E N T 6 , 0 0 0 GA L L O N E A . ELEC.TRANSFORMER STORMDRAIN ELEC (E ) C L A R I F I E R (E) SEWER SE W E R L I N E 10 " S E W E R L I N E W W W W NEWPORT LANDING RESTAURANT FUEL LINES REMOVED IN 2021 FUEL LINES REMOVED IN 2021 P4 P6 P5 LEGEND: TITLE: NEWPORT LANDING FUELING FACILITY 503 EAST EDGEWATER PL NEWPORT BEACH, CA 92661 2154 TORRANCE BOULEVARD, SUITE 200 TORRANCE, CALIFORNIA 90501 u ABANDON IN PLACE MAP ADDRESS: FIGURE: PREPARED BY: DATE: PROJECT NUMBER: 3 a A.B JUNE 2023 SM19-255648 NOTES: PREVIOUS AUTHOR: -UNITED PACIFIC ENVIRONMENTAL 2699 E. 28TH ST. SUITE #405 APPROXIMATE SCALE DECOMMISSIONED GROUNDWATER MONITORING WELLS 2023 APPROXIMATE EXCAVATION AREA 20'10'10'0' CONFIRMATION SOIL SAMPLE FUEL LINES LOCATIONS MAY 2023 USTs ABANDON IN PLACE 2023 P8 P9 P10 P11 P12A P7 P12 P13 APPROXIMATE EXCAVATION AREA RECONFIRMATION SOIL SAMPLE FUELLINES LOCATIONS MAY 2023 US T # 2 T 3 - T 4 1 2 , 0 0 0 GA L L O N U S T D U A L CO M P A R T M E N T 6 , 0 0 0 GA L L O N E A . AB A N D O N E D ( 4 / 9 5 ) 7 , 5 0 0 0 GA L L O N F U E L T A N K EA S T B A Y A V E N U E HA R D I N G S T R E E T EA S T B A L B O A B O U L E V A R D AD A M S S T R E E T CY P R E S S S T R E E T PA L M S T R E E T ED G E W A T E R P L A C E LEGEND: TITLE: NEWPORT LANDING FUELING FACILITY 503 EAST EDGEWATER PL NEWPORT BEACH, CA 92661 2154 TORRANCE BOULEVARD, SUITE 200 TORRANCE, CALIFORNIA 90501 ADDRESS: FIGURE: PREPARED BY: DATE: PROJECT NUMBER: 4 AB MAY2023 SM19-255648 APPROXIMATE SCALE 70'35'35'0' SUBJECT PROPERTY APPENDIX A: PERMITS, WASTE MANIFEST, AND DISPOSAL TICKETS 1/08 INFO BULLETINS/UST/86 Distribution: White – OC CUPA Pink – Data Entry F042-09.1322 OC CUPA 1241 E. Dyer Rd Ste. 120 Santa Ana, CA 92705 Tel:(714) 433-6000 Fax: (714) 754-1768 www:occupainfo.com UNDERGROUND STORAGE TANK FACILITY MODIFICATION APPLICATION SUBMIT A SEPARATE FORM FOR EACH TYPE OF CONSTRUCTION ACTIVITY (e.g., Installations, Removals, System Modifications, Repairs, etc.) SITE INFORMATION FACILITY NAME: SUBMITAL DATE: ADDRESS: CITY: TELEPHONE NO.: ZIP CODE: CONTACT NAME: APPLICANT REQUESTOR APPLICANT NAME: COMPANY NAME: ADDRESS: CITY: X APPLICANT’S SIGNATURE (TANK OWNER OR DESIGNEE) STATE: ZIP: TELEPHONE NO.: ALTERNATE # (CELL, PAGER): TYPE OF CONSTRUCTION CONTRACTOR INFORMATION (Persons performing work on USTs must meet specific State Contractors Licensing Board requirements) CONTACT: CONTRACTOR: ADDRESS: CITY: STATE: ZIP: TELEPHONE NO.: CONTRACTORS LICENSE TYPE: CONTRACTORS STATE LICENSE #: UST PLAN TYPE: CODE INSTALLATION (S): T01 CLOSURE (S) – REMOVAL (S): T02 SYSTEM MODIFICATION (REPIPE, REPAIR TO PIPING) T03 REPAIR (S) OR RELINE (S) USTs T04 OTHER (SPECIFY): T05 NOTES: NEW INSTALLATIONS, CLOSURES, REPAIRS AND SYSTEM MODIFICATIONS OF UNDERGROUND STORAGE TANKS REQUIRE THE SUBMITTAL OF (4) SETS OF PLANS TO THIS DIVISION. THESE PLANS MUST BE APPROVED PRIOR TO THE INITIATION OF ANY CONSTRUCTION OR MODIFICATION. ALL PLANS OR REPORTS REQUIRED MUST ACCOMPANY THIS FORM AT THE TIME OF SUBMITTAL. PLAN APPROVAL AND FEES ARE VALID FOR ONE YEAR. IF TANKS HAVE NOT BEEN REMOVED, INSTALLED OR MODIFIED WITHIN ONE YEAR OF THE APPROVAL DATE, NEW PLANS AND FEES MUST BE SUBMITTED. ___________________________________________________________________________________________________________________________ OFFICE USE ONLY SR # PE: FEES PAID: CHECK # RCVD.BY: PLAN APPROVAL DATE: BY: FA # UPC UST Forms are required to be submitted prior to pick up of approved UST plans. Forms provided at Plan Check Counter or at http://www.occupainfo.com/forms 1/08 INFO BULLETINS/UST/86 Distribution: White – OC CUPA Pink – Data Entry F042-09.1322 T A N K IN FO R M A TI ON PROVIDE THE INFORMATION BELOW FOR ALL TANKS AND PIPING SYSTEMS TO BE INSTALLED, REMOVED OR REPAIRED. ALSO INDICATE THE UPGRADE/CHANGES TO BE MADE TO EACH TANK SYSTEM. TANK I.D. #1 #2 #3 #4 MATERIAL OR WASTE STORED CURRENTLY M AT E R I AL PROPOSED ST O R ED PREVIOUSLY FUEL TYPE, I.E., UNLEADED TYPE (TANK, SUMP, OTHERS) DOUBLE WALL/SINGLE WALL UL NUMBER YEAR INSTALLED C VAULTED/NOT VAULTED O MANUFACTURER N CAPACITY (GALLONS) T P R I M AR Y CONSTRUCTION MATERIAL A THICKNESS (UNITS) I INTERIOR LINING N MANUFACTURER E S E CO ND A R Y CAPACITY (GALLONS) R CONSTRUCTION MATERIAL THICKNESS (UNITS) CORROSION PROTECTION TYPE OF LEAK DETECTION FOR USTs (LIQUID, PROBE, ETC.) MANUFACTURER OF LEAK DETECTOR LOCATION (UNDER/ABOVE GROUND) P SUCTION/PRESSURE GRAVITY/UNKNOWN I P R I M AR Y CONSTRUCTION MATERIAL P MANUFACTURER I S E CO ND A R Y CONSTRUCTION MATERIAL N MANUFACTURER G TYPE OF LEAK DETECTION FOR PIPING (PRESSURE LOSS DEVICE, ETC.) MANUFACTURER OF LEAK DETECTOR OVERFILL PROTECTION (TYPE) SPILL CONTAINMENT (TYPE) OC UPCF 2/08 #126 Distribution: White - Responsible Agency Pink - Notifying Business Formerly SWRCB Form A OC CUPA 1241 E. Dyer Road Ste 120 Santa Ana, CA 92705 Tel: (714) 433-6000 Fax: (714) 754-1768 www:occupainfo.com U N I F I E D P R O G R A M C O N S O L I D A T E D F O R M UNDERGROUND STORAGE TANKS OPERATING PERMIT APPLICATION – FACILITY INFORMATION (one form per facility) Page of TYPE OF ACTION (Check one item only)1. NEW PERMIT 3. RENEWAL PERMIT 5. CHANGE OF INFORMATION 6. TEMPORARY FACILITY CLOSURE 7. PERMANENT FACILITY CLOSURE 9. TRANSFER PERMIT I. FACILITY INFORMATION TOTAL NUMBER OF USTs AT FACILITY 404 FACILITY ID # (AGENCY Use Only) 30 1 BUSINESS NAME (Same as FACILITY NAME or DBA – Doing Business As) 3 BUSINESS SITE ADDRESS 103 CITY 104 FACILITY TYPE 1. MOTOR VEHICLE FUELING 2. FUEL DISTRIBUTION 403 Is facility on Indian Reservation or Trust lands? 405 3. FARM 4. PROCESSOR 6. OTHER Yes No II. PROPERTY OWNER INFORMATION PROPERTY OWNER NAME 402 PHONE 403 MAILING ADDRESS 404 CITY 405 STATE 406 ZIP CODE 407 III. TANK OPERATOR INFORMATION TANK OPERATOR NAME 428-1 PHONE 428-2 MAILING ADDRESS 428-3 CITY 428-4 STATE 428-5 ZIP CODE 428-6 IV. TANK OWNER INFORMATION TANK OWNER NAME 408 PHONE 409 MAILING OR STREET ADDRESS 410 CITY 411 STATE 412 ZIP CODE 413 OWNER TYPE 4. LOCAL AGENCY / DISTRICT 7. FEDERAL AGENCY 5. COUNTY AGENCY 8. NON-GOVERNMENT 6. STATE AGENCY 414 V. BOARD OF EQUALIZATION UST STORAGE FEE ACCOUNT NUMBER TY (TK) HQ 4 4 - Call the State Board of Equalization, Fuel Tax Division, if there are questions.415 VI. PERMIT HOLDER INFORMATION Issue permit and send legal notifications and mailings to: 1. FACILITY OWNER 4. TANK OPERATOR 416 3. TANK OWNER 3. FACILITY OPERATOR SUPERVISOR OF DIVISION, SECTION, OR OFFICE (Required For Public Agencies Only) 406 VII. APPLICANT SIGNATURE CERTIFICATION: I certify that the information provided herein is true, accurate and in full compliance with legal requirements. APPLICANT SIGNATURE DATE 417 PHONE 418 APPLICANT NAME (print) 419 APPLICANT TITLE 420 UPCF UST-A Rev. (12/2007) TWO (2) NEWPORT LANDING FUELING FACILITY 503 EAST EDGEWATER PLACE NEWPORT BEACH GILBERT PROPERTY, LLC 909-902-5365 3808 GRAND AVENUE, SUITE B CHINO CA 90710 JOHN FARMER ON BEHALF OF GPLLC TECHNICAL ADVISOR 3/29/2023 714-307-4322 GILBERT PROPERTY, LLC 909-902-5365 3808 GRAND AVENUE, SUITE B CHINO CA 90710 GILBERT PROPERTY, LLC 909-902-5365 3808 GRAND AVENUE, SUITE B CHINO CA 90710 at the infonfonfonfonfonfonfonfonfonfonformrmrmrmrmrmrmrmrmrmrmation provvvvvvvvvvidedidedidedidedidedidedidedidedidedideided herein isisisisisisisisisisisis V true, accurate a OC UPCF 2/08 #127 Distribution: White - Responsible Agency Pink - Notifying Business OC CUPA 1241 E. Dyer Rd Ste. 120 Santa Ana, CA 92705 Tel:(714) 433-6000 Fax: (714) 754-1768 www:occupainfo.com U N I F I E D P R O G R A M C O N S O L I D A T E D F O R M UNDERGROUND STORAGE TANKS OPERATING PERMIT APPLICATION – TANK INFORMATION (One form per UST) TYPE OF ACTION (Check one item only. For an UST permanent closure or removal, complete only this section and Sections I, II, III, IV, and IX below) 1. NEW PERMIT 3. RENEWAL PERMIT 5. CHANGE OF INFORMATION 6. TEMPORARY UST CLOSURE 7. UST PERMANENT CLOSURE ON SITE 8. UST REMOVAL 430 DATE UST PERMANENTLY CLOSED: 430a DATE EXISTING UST DISCOVERED: 430b I.FACILITY INFORMATIONFACILITY ID # (Agency Use Only)30 ——1 BUSINESS NAME (Same as FACILITY NAME or DBA-Doing Business As)3 BUSINESS SITE ADDRESS 103 CITY 104 II.TANK DESCRIPTIONTANK ID # 432 TANK MANUFACTURER 433 TANK CONFIGURATION:THIS TANK IS 1. A STAND-ALONE TANK 2. ONE IN A COMPARTMENTED UNIT . 434 DATE UST SYSTEM INSTALLED 435 TANK CAPACITY IN GALLONS 436 NUMBER OF COMPARTMENTS IN THE UNIT 437 III.TANK USE AND CONTENTS TANK USE 1a. MOTOR VEHICLE FUELING 1b. MARINA FUELING 1c. AVIATION FUELING 439 3. CHEMICAL PRODUCT STORAGE 4. HAZARDOUS WASTE (Includes Used Oil) 5. EMERGENCY GENERATOR FUEL [HSC §25281.5(c)] 6. OTHER GENERATOR FUEL 95. UNKNOWN 99. OTHER (Specify):439a CONTENTS PETROLEUM: 1a. REGULAR UNLEADED 1c. MIDGRADE UNLEADED 1b. PREMIUM UNLEADED 440 3. DIESEL 5. JET FUEL 6. AVIATION GAS 8. PETROLEUM BLEND FUEL 9. OTHER PETROLEUM (Specify): 440a NON-PETROLEUM: 7. USED OIL 10. ETHANOL 11. OTHER NON-PETROLEUM (Specify):440b IV.TANK CONSTRUCTIONTYPE OF TANK 1. SINGLE WALL 2. DOUBLE WALL 95. UNKNOWN 443 PRIMARY CONTAINMENT 1. STEEL 3. FIBERGLASS 6. INTERNAL BLADDER 444 7. STEEL + INTERNAL LINING 95. UNKNOWN 99. OTHER (Specify): 444a SECONDARY CONTAINMENT 1. STEEL 3. FIBERGLASS 6. EXTERIOR MEMBRANE LINER 7. JACKETED 445 90. NONE 95. UNKNOWN 99. OTHER (Specify):445a OVERFILL PREVENTION 1. AUDIBLE & VISUAL ALARMS 2. BALL FLOAT 3. FILL TUBE SHUT-OFF VALVE 452. 4. TANK MEETS REQUIREMENTS FOR EXEMPTION FROM OVERFILL PREVENTION EQUIPMENT V.PRODUCT /WASTE PIPING CONSTRUCTION PIPING CONSTRUCTION 1. SINGLE-WALLED 2. DOUBLE-WALLED 99. OTHER 460 SYSTEM TYPE 1. PRESSURE 2. GRAVITY 3. CONVENTIONAL SUCTION 4. SAFE SUCTION [23 CCR §2636(a)(3)]458 PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 8. FLEXIBLE 10. RIGID PLASTIC 464 90. NONE 464a SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 8. FLEXIBLE 10. RIGID PLASTIC 464b 90. NONE 464c PIPING/TURBINE CONTAINMENT SUMP TYPE 1. SINGLE WALL 2. DOUBLE WALL 90. NONE 464d VI.VENT,VAPOR RECOVERY (VR) AND RISER / FILL PIPE PIPING CONSTRUCTIONVENT PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464e 464e1VENT SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464f464f1VR PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464g 464g1VR SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464h 464h1VENT PIPING TRANSITION SUMP TYPE 1. SINGLE WALL 2. DOUBLE WALL 90. NONE 464i. RISER PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464j 464j1RISER SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464k 464k1FILL COMPONENTS INSTALLED 1. SPILL BUCKET 3. STRIKER PLATE/BOTTOM PROTECTOR 4. CONTAINMENT SUMP 451a-c VII.UNDER DISPENSER CONTAINMENT (UDC) CONSTRUCTION TYPE 1. SINGLE WALL 2. DOUBLE WALL 3. NO DISPENSERS 90. NONE 469a CONSTRUCTION MATERIAL 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 99. OTHER (Specify) 469b-c VIII.CORROSION PROTECTIONSTEEL COMPONENT PROTECTION 2. SACRIFICIAL ANODE(S)4. IMPRESSED CURRENT 6. ISOLATION 448. IX.APPLICANT SIGNATURE CERTIFICATION: I certify that this UST system is compatible with the hazardous substance stored and that the information provided herein is true, accurate, and in full compliance with legal requirements. APPLICANT SIGNATURE DATE 470. APPLICANT NAME (print) 471.APPLICANT TITLE 472 UPCF UST-B - 1/2 Rev. (12/2007) 3/11/2020 NEWPORT LANDING FUELING FACILITY 503 EAST EDGEWATER PLACE NEWPORT BEACH T1/T2 UNKNOWN 1995 12,000 2 (EACH COMPARTMENT @ 6,000G) JOHN FARMER ON BEHALF OF GPLLC TECHNICAL ADVISOR 3/29/2023 IX.APPLI thisUSTTTTTTTsyssyssyssyssyssyssyssyssyssyssysytemtetemtemtemtemtemtemtem tet is compaaaaaaapaaaatibltiblblblblblblblblblble wieeeeeth the hhe he he he he he he he he he hazardous substan OC UPCF 2/08 #127 Distribution: White - Responsible Agency Pink - Notifying Business OC CUPA 1241 E. Dyer Rd Ste. 120 Santa Ana, CA 92705 Tel:(714) 433-6000 Fax: (714) 754-1768 www:occupainfo.com U N I F I E D P R O G R A M C O N S O L I D A T E D F O R M UNDERGROUND STORAGE TANKS OPERATING PERMIT APPLICATION – TANK INFORMATION (One form per UST) TYPE OF ACTION (Check one item only. For an UST permanent closure or removal, complete only this section and Sections I, II, III, IV, and IX below) 1. NEW PERMIT 3. RENEWAL PERMIT 5. CHANGE OF INFORMATION 6. TEMPORARY UST CLOSURE 7. UST PERMANENT CLOSURE ON SITE 8. UST REMOVAL 430 DATE UST PERMANENTLY CLOSED: 430a DATE EXISTING UST DISCOVERED: 430b I.FACILITY INFORMATIONFACILITY ID # (Agency Use Only)30 ——1 BUSINESS NAME (Same as FACILITY NAME or DBA-Doing Business As)3 BUSINESS SITE ADDRESS 103 CITY 104 II.TANK DESCRIPTIONTANK ID # 432 TANK MANUFACTURER 433 TANK CONFIGURATION:THIS TANK IS 1. A STAND-ALONE TANK 2. ONE IN A COMPARTMENTED UNIT . 434 DATE UST SYSTEM INSTALLED 435 TANK CAPACITY IN GALLONS 436 NUMBER OF COMPARTMENTS IN THE UNIT 437 III.TANK USE AND CONTENTS TANK USE 1a. MOTOR VEHICLE FUELING 1b. MARINA FUELING 1c. AVIATION FUELING 439 3. CHEMICAL PRODUCT STORAGE 4. HAZARDOUS WASTE (Includes Used Oil) 5. EMERGENCY GENERATOR FUEL [HSC §25281.5(c)] 6. OTHER GENERATOR FUEL 95. UNKNOWN 99. OTHER (Specify):439a CONTENTS PETROLEUM: 1a. REGULAR UNLEADED 1c. MIDGRADE UNLEADED 1b. PREMIUM UNLEADED 440 3. DIESEL 5. JET FUEL 6. AVIATION GAS 8. PETROLEUM BLEND FUEL 9. OTHER PETROLEUM (Specify): 440a NON-PETROLEUM: 7. USED OIL 10. ETHANOL 11. OTHER NON-PETROLEUM (Specify):440b IV.TANK CONSTRUCTIONTYPE OF TANK 1. SINGLE WALL 2. DOUBLE WALL 95. UNKNOWN 443 PRIMARY CONTAINMENT 1. STEEL 3. FIBERGLASS 6. INTERNAL BLADDER 444 7. STEEL + INTERNAL LINING 95. UNKNOWN 99. OTHER (Specify): 444a SECONDARY CONTAINMENT 1. STEEL 3. FIBERGLASS 6. EXTERIOR MEMBRANE LINER 7. JACKETED 445 90. NONE 95. UNKNOWN 99. OTHER (Specify):445a OVERFILL PREVENTION 1. AUDIBLE & VISUAL ALARMS 2. BALL FLOAT 3. FILL TUBE SHUT-OFF VALVE 452. 4. TANK MEETS REQUIREMENTS FOR EXEMPTION FROM OVERFILL PREVENTION EQUIPMENT V.PRODUCT /WASTE PIPING CONSTRUCTION PIPING CONSTRUCTION 1. SINGLE-WALLED 2. DOUBLE-WALLED 99. OTHER 460 SYSTEM TYPE 1. PRESSURE 2. GRAVITY 3. CONVENTIONAL SUCTION 4. SAFE SUCTION [23 CCR §2636(a)(3)]458 PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 8. FLEXIBLE 10. RIGID PLASTIC 464 90. NONE 464a SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 8. FLEXIBLE 10. RIGID PLASTIC 464b 90. NONE 464c PIPING/TURBINE CONTAINMENT SUMP TYPE 1. SINGLE WALL 2. DOUBLE WALL 90. NONE 464d VI.VENT,VAPOR RECOVERY (VR) AND RISER / FILL PIPE PIPING CONSTRUCTIONVENT PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464e 464e1VENT SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464f464f1VR PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464g 464g1VR SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464h 464h1VENT PIPING TRANSITION SUMP TYPE 1. SINGLE WALL 2. DOUBLE WALL 90. NONE 464i. RISER PRIMARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464j 464j1RISER SECONDARY CONTAINMENT 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 90. NONE 99. OTHER (Specify)464k 464k1FILL COMPONENTS INSTALLED 1. SPILL BUCKET 3. STRIKER PLATE/BOTTOM PROTECTOR 4. CONTAINMENT SUMP 451a-c VII.UNDER DISPENSER CONTAINMENT (UDC) CONSTRUCTION TYPE 1. SINGLE WALL 2. DOUBLE WALL 3. NO DISPENSERS 90. NONE 469a CONSTRUCTION MATERIAL 1. STEEL 4. FIBERGLASS 10. RIGID PLASTIC 99. OTHER (Specify) 469b-c VIII.CORROSION PROTECTIONSTEEL COMPONENT PROTECTION 2. SACRIFICIAL ANODE(S)4. IMPRESSED CURRENT 6. ISOLATION 448. IX.APPLICANT SIGNATURE CERTIFICATION: I certify that this UST system is compatible with the hazardous substance stored and that the information provided herein is true, accurate, and in full compliance with legal requirements. APPLICANT SIGNATURE DATE 470. APPLICANT NAME (print) 471.APPLICANT TITLE 472 UPCF UST-B - 1/2 Rev. (12/2007) 3/11/2020 NEWPORT LANDING FUELING FACILITY 503 EAST EDGEWATER PLACE NEWPORT BEACH T3/T4 UNKNOWN 1995 12,000 2 (EACH COMPARTMENT @ 6,000G) JOHN FARMER ON BEHALF OF GPLLC TECHNICAL ADVISOR 3/29/2023E E EE EE IX.AP fy that thisthisthisthisthishisthisthisthisthishiUSUSUSUSUSUSUSUSUSUSTU system is cs ss ss s s s s ompaompaomomomomomompaompaomomtible wiwiwiwiwiwiwiwiwiwiwth tthe hazardous GILBERT PROPERTY, LLC 3808 Grand Avenue, Suite B Chino, CA 90710 Phone: 909-902-5365 March 29, 2023 Orange County Health Care Agency – OC CUPA 1241 E. Dyer Road, Suite 120 Santa Ana, California 92705 (714)754-1768 Newport Beach Fire Department 100 Civic Center Drive Newport Beach, California 92660 (949) 644-3354 RE: AUTHORIZATION LETTER UST PERMANENT CLOSURE ON SITE PERMIT NEWPORT LANDING FUELING FACILITY 503 EAST EDGEWATER PLACE NEWPORT BEACH, CA 92660 To Whom It May Concern: By way of this letter, Gilbert Property, LLC (Owner), confirms that any representative of American Integrated Services, Inc. (AIS) is authorized as a representative of Owner to apply for and obtain any permits or documentation required to perform UST Permanent Closure On Site activities at the above referenced property located within the jurisdiction of the Orange County Health Care Agency and the Newport Beach Fire Department. Should you have any questions or require additional information, please feel free to contact me at (909)902-5365 Extension 107 at your earliest convenience. We appreciate your consideration inreviewing the documentation associated with this project. Contractor:American Integrated Services, Inc.1502 E. Opp StreetWilmington, CA 90744(310)522-1168 officeLicense No. 757133 A-HAZAIS Project No.: 43061 UST Permanent Closure On Site PlanNewport Landing Fueling Facility503 E. Edgewater PlaceNewport Beach, California 92661 Owner:Gilbert Property, LLC3808 Grand Ave., Suite BChino, CA 90710(909)902-5365APN: 048-112-19EPA Id.: CAC003060122 Consultant: Partner Engineering1761 E. Garry AvenueSanta Ana, CA 92705 Mr. Anthony Bottecchia(657)305-6413 Call Before You Dig1-800-227-2600 Southern CaliforniaDigAlert Reference No.: _____________________ UST #1 (T1 -T2) GASOLINE 12,000 GALLON (SPLIT TANK) 6,000 GALLON & 6,000 GALLON DOUBLE WALLED FIBERGLASS FIBERGLASS & STEEL PIPING UST #2 (T3 -T4) DIESEL 12,000 GALLON (SPLIT TANK) 6,000 GALLON & 6,000 GALLON DOUBLE WALLED FIBERGLASS FIBERGLASS & STEEL PIPING AGENCYAPPROVAL STAMP Remove All Piping from this point back to the USTs Previously Removed Conveyance Piping Page | 1 GENERAL CONSTRUCTION NOTES 1.Submit for Facility Modification Application and acquire UST Permanent Closure On Site Permit from the Orange County Health Care Agency (OCHCA), the Newport Beach Fire Department (NBFD), and the City of Newport Beach Building Division. Once permit approval is granted, request OCHCA & NBFD inspection at a minimum of 72-hours in advance of site mobilization and work commencement. 2. Notify Underground Service Alert of Southern California 48 hours prior to excavation at (800) 227-2600 for Utility notifications for any utilities servicing the subject property. 3.File appropriate South Coast Air Quality Management District (SCAQMD) notification and pay applicable fees in accordance with SCAQMD - Rule 1166 – UST/VOC Mitigation Plan per the AIS, Various Locations, Rule 1166 Contaminated Soil Mitigation Plan No.: 581537. 4.Insure all electricity TO work area is locked-out/tagged-out per AIS Lockout/Tagout procedures. Post No Smoking Signs and other general construction signage. 5. Secure work area with construction fencing, barricades, cones, and caution tape as needed to alert and protect onsite personnel and equipment from workplace hazards during the site work. See attached Figure 1 – Site Plan for UST Permanent Closure On Site for General Work Area and UST and Piping locations 6. Sawcut the existing concrete slab overlying the UST location in multiple directions to ease the concrete removal process. Broken concrete sections will be peeled back and loaded into Super10 style dump trucks for delivery to the Ewles concrete recycling facility located in Irvine, California. 7.The UST permanent closure on site will only require shallow excavation of the fiberglass sumps and conveyance piping that is located between the top of the tanks and surface concrete. Therefore, a limited amount of excavation will be necessary to expose these items. Unearthing for access will be completed with rubber-tracked mini-excavator, loader equipment and hand- tools. Excavated media (previously confirmed to be pea-gravel) will be temporarily stockpiled on and covered by 6-mil visqueen sheeting per the AIS's SCAQMD-Rule 1166 VOC mitigation plan until final disposition of the soil/media is known. Based on previous onsite work, the peagravel media should be able to be utilized for backfilling of void spaces around the exterior of the USTs. UST Permanent Closure On Site WORK PLAN Newport Landing Fueling Facility 503 E. Edgewater Place Newport Beach, California 92661 Page | 2 8. Once the USTs are exposed, AIS will initiate the cleaning of any remaining conveyance/vent lines back to the subject UST and proceed with the Triple Rinsing of the UST's interior through existing tank openings or if required, will cold-cut an access window(s) to allow for supplemental cleaning. Tank degassing will be performed during cleaning of UST#1 (Gasoline Tank) per the SCAQMD Rule 1149. The generated rinseate from the tank cleaning activities will be removed via a vacuum truck and properly manifested on a Uniform Hazardous Waste Manifest for delivery to the DeMenno/Kerdoon recycling facility located in Compton, California. NOTE: Based on previous onsite activities, all conveyance piping that extended from the southern portion of the tank area have been removed. The small section of piping that currently remains will be unearthed and the lines pressure washed back to the subject UST. These lines will be disconnected and removed for disposal during the abandonment process. A Certificate of Destruction along with a disposal weight ticket will be issued for any piping and/or UST apertures (i.e. sumps, containments, turbines, etc). 9. With the USTs cleaned, AIS will provide a CIH (Nancy Carraway No. 4197 CP) to certify the USTs as clean and that NO explosive vapors exist. The CIH will monitor the UST and complete the required Hazardous Waste Tank Closure Certification form for distribution. 10. With the tanks interior atmosphere achieving the 0% Lower Explosive Limit, AIS will request approval to commence the pumping of 2.0 sac sand-slurry mixture into each of the UST compartments. The sand-slurry mixture will completely fill the interior of the subject UST and will be allowed to “mushroom” out of the tank to ensure that no void space remains. 11. Once the tanks have been backfilled with sand-slurry, the sand-slurry will be allowed to cure for 48-hours prior to AIS backfilling any low-spots or utility trenches to return the work area back to level grade. Any deficiencies of backfill material will be rectified by importing ¾-inch crushed aggregate base rock that will be compacted to a minimum 95% relative density. AIS will utilize the services of Norcal Engineering, a local licensed soil engineering firm to confirm, certify, and report all backfill activities. 12. AIS will restore the former excavation area with 6-inches of 3,500 psi concrete with rebar reinforcements to match existing site conditions. Notifications and inspections with the City of Newport Beach will also be conducted throughout the process. 13. Supplemental Confirmatory Sampling: If required, AIS will assist Partner Engineering and Science Inc. (PESI) with any requested confirmatory sampling under the direction of the OCHCA inspector. Note: it is our understanding that all the necessary soil and groundwater sampling has been completed by PESI and submitted to OCHCA, which has granted the UST Permanent Closure On Site activities. Page | 3 If sampling is required, general sample retrieval and testing could be as follows: Soil sampling Retrieved soil samples will be visually inspected for discoloration, monitored for odors, and classified in general accordance with the Unified Soil Classification System (USCS). Samples will collected using a dedicated disposable plastic syringe, which were retained in two pre-weighed, laboratory-supplied, 40-milliter, sodium bisulfate- preserved and one methanol-preserved volatile organics analysis (VOA) vials in accordance with EPA Method 5035 sampling protocol. The remainder of the soil will be placed in a 4-ounce clear jar and was Teflon capped. The Teflon capped jars and VOA vials will be labeled for identification and stored in an iced cooler for delivery to a State Certified testing laboratory for chemical analysis to be detailed in the OCHCA test method requirements. Groundwater Sampling Groundwater samples, if directed, will be retrieved using a dedicated disposable bailer and decanted into three laboratory-supplied, 40-milliliter, hydrochloric acid- preserved VOA vials, which will be filled and sealed with Teflon-lined septum caps with no observable headspace or air bubbles to reduce the potential for volatilization, labeled for identification, and stored in an iced cooler for delivery to a State Certified testing laboratory for chemical analysis to be detailed in the OCHCA test method requirements. APPLICATION FOR WELL/EXPLORATORY BORING PERMIT ORANGE COUNTY HEALTH CARE AGENCY 1241 E. DYER ROAD, SUITE 120 EHOCWELLS@OCHCA.COM ENVIRONMENTAL HEALTH DIVISION SANTA ANA, CA 92705-5611 714-433-6000 For multiple cities, addresses, or locations, complete a separate permit application. WE L L P E R M I T N O . CITY WELL LOCATION / STREET INTERSECTION LONGTITUDE (DECIMAL) LATITUDE (DECIMAL) OVERSIGHT AGENCY (if applicable) EMAIL PERMIT TO: ☐Consultant ☐Driller ☐Well Owner SERVICE ☐Construction ☐Destruction (Fee is per well) WATER WELLS (complete one permit application for per water well) ☐Public Domestic/Municipal ☐Private Domestic & No. of connections ___☐Irrigation ☐CATHODIC WELL (complete one permit application for per cathodic well) NON-PRODUCTION WELLS (fee is the same as monitoring well construction) Total No. of Wells _____________ ☐Monitoring ____☐Air Sparge ____☐Soil Vapor Extraction ___ ☐ Electrical Grounding Well __ ☐Water Extraction ____ ☐ Inclinometer ____☐Injection/Recharge ____☐Geothermal Heat Exchange __ ☐Piezometer ____☐Horizontal ____☐Soil Vapor Probes ____☐Other ____________________ ☐Probe Survey (CPT or Direct Push Only) ___ ☐Probe Survey Soil Vapor Probes (Direct Push) ___ ☐Soil Boring (hollow stem auger, mud rotary,sonic, or bucket auger, etc...) ___ FOR ACCOUNTING USE ONLY HSO NO_______________ CHECK NO. _______________ DATE __________________ AMOUNT_________________ INTL _____________ DISPOSITION OF PERMIT (FOR OFFICE USE ONLY) ☐APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS: NOTIFY THIS AGENCY AT LEAST 48 HOURS: ☐ PRIOR TO ANY CHANGES OF THE WORK PLAN. ☐PRIOR TO SEALING THE ANNULAR SPACE. ☐PRIOR TO FILLING OF CONDUCTOR CASING. ☐SUBMIT TO THIS AGENCY, WITHIN 30 DAYS OF COMPLETION OF WORK, A COPY OF THE WELL COMPLETION REPORT(S) AND/OR DRILLING LOG(S). PLEASE REFERENCE PERMIT NO. ☐SECURE ALL WELLS TO PREVENT TAMPERING. ☐NOTIFY WHEN ALL WORK IS COMPLETED AND INCLUDE THE DEPTH TO FIRST ENCOUNTERED WATER, PHOTO DOCUMENTATION, AND/OR COPIES OF CEMENT TICKETS/CALCULATIONS. ☐WORK COMPLETED PRIOR TO SUBMITTING PERMIT APPLICATION TO THIS AGENCY ☐OTHER ______________________________________________________ ______________________________________________________________________________ PERMIT ISSUED BY DATE _______________________________________________________________________________ PRINT NAME PHONE NUMBER APPROVAL BY OTHER AGENCIES JURISDICTION _____________________________________ REMARKS____________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ AUTHORIZED SIGNATURE DATE FOR OFFICE USE ONLY NO PERMIT IS DEEMED COMPLETED UNTIL THE FOLLOWING ARE MARKED AND SIGNED OFF: ☐NOTIFICATION OF COMPLETION RECEIVED ☐FINAL INSPECTION ☐ALL REQUIRED DOCUMENTS RECEIVED __________________________________________________________________ PRINT NAME PHONE NUMBER W HEN SIGNED BY AN ORANGE COUNTY HEALTH CARE AGENCY REPRESENTATIVE, THIS APPLICATION IS A VALID PERMIT. (R10/21) EXPLORATORY BORINGS (complete separate permits for probe survey and soil boring. Also complete the WELL & EXPLORATORY BORING DESTRUCTION section on the next page.) PROPOSED START DATE 503 EDGEWATER PL. (NEAR ADAMS ST.)XXXXXXX 4 $460.00 X X X X X PERMIT EXPIRES ON 05-05-2024 JUAN ANZORA 05-04-2023 714-433-6287 CA WELL STANDARDS & OC WELL ORDINANCE WELL DESTRUCTION WORK PLAN WAS REVIEWED AND APPROVED BY TAMARA ESCOBEDO, OC LOP. THE ABANDONED MONITORING WELLS SHALL BE OVERDRILLED TO TOTAL DEPTH AND THE BORINGS BACKFILLED WITH AN APPROVED SEALING MATERIAL VIA TREMIE PIPE. SEE PERMIT #22-01-30 23 - 0 5 - 0 3 PUBLIC HEALTH SERVICES ENVIRONMENTAL HEALTH DIVISION CLAYTON CHAU, MD, PhD, MASL AGENCY DIRECTOR REGINA CHINSIO-KWONG, DO INTERIM CHIEF OF PUBLIC HEALTH SERVICES/COUNTY HEALTH OFFICER CHRISTINE LANE, REHS DIRECTOR ENVIRONMENTAL HEALTH MAIL: PO BOX 25400 SANTA ANA, CA 92799 OFFICE: 1241 E. DYER RD, STE 120 SANTA ANA, CA 92705 TELEPHONE: (714) 433-6000 E-MAIL: ehealth@ochca.com April 4, 2023 Yale Huang Gilbert Properties, Inc. 3808 Grand Avenue, Suite B Chino, CA 91710 Subject: Underground Storage Tanks (USTs) Closure On-Site Work Plan dated March 29, 2023 Re: Newport Landing Restaurant 503 E. Edgewater Ave Newport Beach, CA 92661 SR #0141360 Dear Mr. Huang: The Orange County Health Care Agency (OCHCA), Environmental Health has received the subject work plan submitted by American Integrated Services, Inc. The work plan proposes the in-place abandonment of two double walled fiberglass split USTs (6,000 gallon and 6,000 gallon) due structural integrity concerns. The work plan is sufficient for implementation provided the following issues are addressed: 1. As stated in the work plan, piping should be removed to the extent feasible. If any piping remains, including vent piping, it must be filled from end to end. 2. If soil sampling is determined necessary, intact soil samples in stainless steel sleeves are required. Sampling via method 5035 is not permitted. 3. A representative of the OCHCA must be onsite to witness tank abandonment activities as described in the work plan. A minimum of 48-hours advance notice is required; however, further advanced notice is recommended due to staffing schedule impacts. Yale Huang April 4, 2023 Page 2 4. Please note, prior to the issuance of a tank removal completion letter, all site associated groundwater monitoring wells must be properly abandoned per OCHCA– Water Quality Section permit requirements. If you have any questions, please call me at (714) 433-6251. Sincerely, Tamara Escobedo Engineering Geologist Hazardous Materials Mitigation Section Environmental Health cc: John Farmer, American Integrated Services, Inc. (electronic copy) Chris Carson, Partner Engineering and Science, Inc (electronic copy) www.PARTNEResi.com | (800) 419-4923 May 2, 2023 Orange County Health Care Agency Attn.: Water Quality, Wells Section 1241 East Dyer Road, Suite 120 Santa Ana, CA 92705-5611 Subject: Permit Application – On Site Monitoring Well Abandonment/Destruction Newport Landing Fueling Facility 503 E. Edgewater Ave. Newport Beach, CA 92661 Partner Project No. SM19-255648 Partner Engineering and Science, Inc. (Partner) has prepared the enclosed Permit Application to abandon up to four groundwater monitoring wells (GMWs) P4 through P7 for the Site. One background GMW P8 is located off-Site and will be abandoned under a separate permit application. The location of the Site rel- ative to the Newport Beach/Balboa Peninsula is in included as Figure 1. Location of the GMWs is included as Figure 2. A workplan of proposed activities is discussed below. Partner will subcontract with M&R Drilling (MR) to provide and operate drilling equipment. MR, under the direction of Partner, will remove well boxes of each well, and overdrill the full length of each well (approximately 15 feet below ground surface) with a hollow-stem auger (HSA) drill rig, and remove the well casing from the subsurface through the augers. Upon completion of the well casing removal, the boreholes will be grouted with neat cement grout pre-mixed at a ratio of one 94-pound sack of Portland Type II cement to 5 to 6 gallons of water. Placement of neat cement will proceed upward from the bottom of the borehole under pressure using a tremie pipe. Hydrated bentonite chips will be used to backfill the borehole from approximately 5 to 1 foot bgs and the sealing materials will be capped with concrete or asphalt finished flush to the surrounding ground surface. At each drilling location, Partner will verify that the volumes of sealing materials used will at least equal the volume of the borehole. Soil cuttings and decontamination water generated during overdrilling will be retained in sealed and labeled Department of Transportation (DOT) approved 55-gallon steel drums and stored on-site. Waste drums will be transported under waste manifest protocol to appropriate licensed facilities for recycling and/or disposal upon receipt of the necessary laboratory analysis results. Please let me know if you have any comments or questions about the work activities. I appreciate your time and attention to this project. Partner Engineering and Science, Inc. Chris Carson Project Engineer APPLICATION FOR WELL/EXPLORATORY BORING PERMIT ORANGE COUNTY HEALTH CARE AGENCY 1241 E. DYER ROAD, SUITE 120 EHOCWELLS@OCHCA.COM ENVIRONMENTAL HEALTH DIVISION SANTA ANA, CA 92705-5611 714-433-6000 For multiple cities, addresses, or locations, complete a separate permit application. WE L L P E R M I T N O . CITY WELL LOCATION / STREET INTERSECTION LONGTITUDE (DECIMAL) LATITUDE (DECIMAL) OVERSIGHT AGENCY (if applicable) EMAIL PERMIT TO: ☐Consultant ☐Driller ☐Well Owner SERVICE ☐Construction ☐Destruction (Fee is per well) WATER WELLS (complete one permit application for per water well) ☐Public Domestic/Municipal ☐Private Domestic & No. of connections ___☐Irrigation ☐CATHODIC WELL (complete one permit application for per cathodic well) NON-PRODUCTION WELLS (fee is the same as monitoring well construction) Total No. of Wells _____________ ☐Monitoring ____☐Air Sparge ____☐Soil Vapor Extraction ___ ☐ Electrical Grounding Well __ ☐Water Extraction ____ ☐ Inclinometer ____☐Injection/Recharge ____☐Geothermal Heat Exchange __ ☐Piezometer ____☐Horizontal ____☐Soil Vapor Probes ____☐Other ____________________ ☐Probe Survey (CPT or Direct Push Only) ___ ☐Probe Survey Soil Vapor Probes (Direct Push) ___ ☐Soil Boring (hollow stem auger, mud rotary,sonic, or bucket auger, etc...) ___ FOR ACCOUNTING USE ONLY HSO NO_______________ CHECK NO. _______________ DATE __________________ AMOUNT_________________ INTL _____________ DISPOSITION OF PERMIT (FOR OFFICE USE ONLY) ☐APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS: NOTIFY THIS AGENCY AT LEAST 48 HOURS: ☐ PRIOR TO ANY CHANGES OF THE WORK PLAN. ☐PRIOR TO SEALING THE ANNULAR SPACE. ☐PRIOR TO FILLING OF CONDUCTOR CASING. ☐SUBMIT TO THIS AGENCY, WITHIN 30 DAYS OF COMPLETION OF WORK, A COPY OF THE WELL COMPLETION REPORT(S) AND/OR DRILLING LOG(S). PLEASE REFERENCE PERMIT NO. ☐SECURE ALL WELLS TO PREVENT TAMPERING. ☐NOTIFY WHEN ALL WORK IS COMPLETED AND INCLUDE THE DEPTH TO FIRST ENCOUNTERED WATER, PHOTO DOCUMENTATION, AND/OR COPIES OF CEMENT TICKETS/CALCULATIONS. ☐WORK COMPLETED PRIOR TO SUBMITTING PERMIT APPLICATION TO THIS AGENCY ☐OTHER ______________________________________________________ ______________________________________________________________________________ PERMIT ISSUED BY DATE _______________________________________________________________________________ PRINT NAME PHONE NUMBER APPROVAL BY OTHER AGENCIES JURISDICTION _____________________________________ REMARKS____________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ AUTHORIZED SIGNATURE DATE FOR OFFICE USE ONLY NO PERMIT IS DEEMED COMPLETED UNTIL THE FOLLOWING ARE MARKED AND SIGNED OFF: ☐NOTIFICATION OF COMPLETION RECEIVED ☐FINAL INSPECTION ☐ALL REQUIRED DOCUMENTS RECEIVED __________________________________________________________________ PRINT NAME PHONE NUMBER W HEN SIGNED BY AN ORANGE COUNTY HEALTH CARE AGENCY REPRESENTATIVE, THIS APPLICATION IS A VALID PERMIT. (R10/21) EXPLORATORY BORINGS (complete separate permits for probe survey and soil boring. Also complete the WELL & EXPLORATORY BORING DESTRUCTION section on the next page.) PROPOSED START DATE 309 PALM ST., #102 (ON STREET) 1 $115.00 X X X X X PERMIT EXPIRES ON 05-05-2024 JUAN ANZORA 05-04-2023 714-433-6287 CA WELL STANDARDS & OC WELL ORDINANCE WELL DESTRUCTION WORK PLAN WAS REVIEWED AND APPROVED BY TAMARA ESCOBEDO, OC LOP. THE ABANDONED MONITORING WELL SHALL BE OVERDRILLED TO TOTAL DEPTH AND THE BORING BACKFILLED WITH AN APPROVED SEALING MATERIAL VIA TREMIE PIPE. SEE PERMIT #22-11-16 23 - 0 5 - 0 4 PUBLIC HEALTH SERVICES ENVIRONMENTAL HEALTH DIVISION CLAYTON CHAU, MD, PhD, MASL AGENCY DIRECTOR REGINA CHINSIO-KWONG, DO INTERIM CHIEF OF PUBLIC HEALTH SERVICES/COUNTY HEALTH OFFICER CHRISTINE LANE, REHS DIRECTOR ENVIRONMENTAL HEALTH MAIL: PO BOX 25400 SANTA ANA, CA 92799 OFFICE: 1241 E. DYER RD, STE 120 SANTA ANA, CA 92705 TELEPHONE: (714) 433-6000 E-MAIL: ehealth@ochca.com April 4, 2023 Yale Huang Gilbert Properties, Inc. 3808 Grand Avenue, Suite B Chino, CA 91710 Subject: Underground Storage Tanks (USTs) Closure On-Site Work Plan dated March 29, 2023 Re: Newport Landing Restaurant 503 E. Edgewater Ave Newport Beach, CA 92661 SR #0141360 Dear Mr. Huang: The Orange County Health Care Agency (OCHCA), Environmental Health has received the subject work plan submitted by American Integrated Services, Inc. The work plan proposes the in-place abandonment of two double walled fiberglass split USTs (6,000 gallon and 6,000 gallon) due structural integrity concerns. The work plan is sufficient for implementation provided the following issues are addressed: 1. As stated in the work plan, piping should be removed to the extent feasible. If any piping remains, including vent piping, it must be filled from end to end. 2. If soil sampling is determined necessary, intact soil samples in stainless steel sleeves are required. Sampling via method 5035 is not permitted. 3. A representative of the OCHCA must be onsite to witness tank abandonment activities as described in the work plan. A minimum of 48-hours advance notice is required; however, further advanced notice is recommended due to staffing schedule impacts. Yale Huang April 4, 2023 Page 2 4. Please note, prior to the issuance of a tank removal completion letter, all site associated groundwater monitoring wells must be properly abandoned per OCHCA– Water Quality Section permit requirements. If you have any questions, please call me at (714) 433-6251. Sincerely, Tamara Escobedo Engineering Geologist Hazardous Materials Mitigation Section Environmental Health cc: John Farmer, American Integrated Services, Inc. (electronic copy) Chris Carson, Partner Engineering and Science, Inc (electronic copy) www.PARTNEResi.com | (800) 419-4923 May 2, 2023 Orange County Health Care Agency Attn.: Water Quality, Wells Section 1241 East Dyer Road, Suite 120 Santa Ana, CA 92705-5611 Subject: Permit Application – Off Site Monitoring Well Abandonment/Destruction Newport Landing Fueling Facility 503 E. Edgewater Ave. Newport Beach, CA 92661 Partner Project No. SM19-255648 Partner Engineering and Science, Inc. (Partner) has prepared the enclosed Permit Application to abandon up to one off Site groundwater monitoring well (GMW) P8 for the Site. Four GMWs (P4 through P7) are located on-Site and will be abandoned under a separate permit. The location of the Site relative to the Newport Beach/Balboa Peninsula is in included as Figure 1. Location of the GMWs is included as Figure 2. A workplan of proposed activities is discussed below. Partner will subcontract with M&R Drilling (MR) to provide and operate drilling equipment. MR, under the direction of Partner, will remove well boxes of each well, and overdrill the full length of each well (approximately 15 feet below ground surface) with a hollow-stem auger (HSA) drill rig, and remove the well casing from the subsurface through the augers. Upon completion of the well casing removal, the boreholes will be grouted with neat cement grout pre-mixed at a ratio of one 94-pound sack of Portland Type II cement to 5 to 6 gallons of water. Placement of neat cement will proceed upward from the bottom of the borehole under pressure using a tremie pipe. Hydrated bentonite chips will be used to backfill the borehole from approximately 5 to 1 foot bgs and the sealing materials will be capped with concrete or asphalt finished flush to the surrounding ground surface. At each drilling location, Partner will verify that the volumes of sealing materials used will at least equal the volume of the borehole. Soil cuttings and decontamination water generated during overdrilling will be retained in sealed and labeled Department of Transportation (DOT) approved 55-gallon steel drums and stored on-site. Waste drums will be transported under waste manifest protocol to appropriate licensed facilities for recycling and/or disposal upon receipt of the necessary laboratory analysis results. Please let me know if you have any comments or questions about the work activities. I appreciate your time and attention to this project. Partner Engineering and Science, Inc. Chris Carson Project Engineer THIS SHIPPING QRDER muatbeleglblyfllledln,lnlnk,_,lnlndellblePencll,orln Carbon, and retalnea by the Agent. Shipper's No. ~" -001 Carrier @ \OSb.~ / SCAC ______ Carrier's No._~~o~l---,-----:----:--::::-.::-::::::-;::=--1 RECEIVED, subject to indivldually determined rates or contracts that have t:>een agreed upon in writing between the carrier and shipper, if applicable, otherwise to the rates, classifications and rules thst have been established by the carrier and are available to the shipper, on request; anc{all applicable state and federal reglltations; at ____________ \.,_i' ___ , date OS /,o s /2.J from -----~---:-:--:-:--:=:::-1 the Property described below, in apparent good order, except as noted (contents and condition of contents of packages unknown), marked, consigned, and destined a~ndicated belo'h'., whic~ sa.id c~mpa~y (the word company being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to delivery at said de~trn~t,on, if on its route, or otherwise to deliver to another canier on the route to said destination. It is mutually agreed as to each carrier of all or any of said Property over all or any portion of said route t? destrnatio~, and as !0 each party at any time interested in all or any of said Property that every service to be performed hereunder shall be subject to all the conditions not prohibited by law, whether pnnted or wntten, herein contained, including the conditions on the back hereof, which are hereby agreed to by the shipper and accepted for himself and his assigns. TO: FROM: Consi nee L \-\ \ ~U ITh Lh....Ot\\.L Street 1C\lo\ ~\autl~ Mhv ~'Q . Street ,; m E... Q.)~ llnn fl. VE. Destination \lb.. L \.l C. \ A \ cA , Zi Ori in l\\(!Al?DRT GEAC..U [.A . Zi G\2hbl Route Delivering Carrier Number and Type HM· of Packages \ I.D. Number Description of Articles L~ Of \-'\ II! ~\L_t) e:Q.QLS_/ .F .•l? C=ft. CrLA s S P-12 _l\JOJoj ____ _ , -, Hazard Class ---+-----+----·+2 ~ \~\)fil\_hlL__~__:lO_(a 1\..--- Pkg. ·Total Quantity Weight G (mass, volume, or · (subject to rp. activity) · correction) -Class or Rate ----r-:r -.--!!:----+-----.....J...-,, . I I I --------+------1 -; I Remit COD to: sh/pm~~~iT~\~ 0 b~ 8 ~:~~e~e~ 1 1~ 0 ~~~,i~~~·s:~~~; COD AMT·. COD FEE: Address: ~~~~~~~/:hca~ts\~~th 0 en10:1~~incgo~1!\~~~~·1: th e Prepa'1d -~/ The carrier shall not make delivery of this $ City: State: Zip: shipment wllhout payment of lreight end all C $ f-N-O_T..<E~:~W-h-e-re_t_h_e-ra_t_e_is_d_e_p-en_d_e-nt_o_n_v_a-lu_e_, -.h-ip_p_e-rs_a_r_e-re_q_u-ir-ed=to-s-ta-te-sp_e_c-ifi-ca-1-ly-in-w-rit-in-g--< olher lawful charges. J ,T;;O~TTAML-:C~Hi,A"R;G,,.E"S":~g ;;o~l~le";c':ct~;:._;.~-~~__j the agreed or declared value of the property. The agreed or declared value of the property is FREIGHT CHARGES: hereby specifically stated by the shipper to be not exceeding $ Per $ D Prepaid •· 0 Collect NOTE: Liability Limitation for loss or damage in this shipmer.t may be applicable. See 49 U.S.C. 14706 c 1 A •nd B · BY SHIPPER BY CARRIER This is to certify that the above-named materials are properly classihed, described, packaged, marked and labeled, and are in proper condition for transportation according lo the applicable regulations of the Department of Transportation. Per SHIPPER:--'--'--'--'-.,_._ ______________ ~-~- PER: u1a\lA\-\ll1 CAZ\lou,/) DATE: DATE: EMERGENCY RESPONSE NAME OR CONTRACT NUMBER TELEPHONE NUMBER: {p\_o\. ')_\2_.":\-'l..J\6 OR OTHER UNIQUE IDENTIFIER: (i\O\IA\lli\ (A>.iltl.tlu, 436 (Rev. 9/10) (~ Agent must detach and ,etaln this Shipping _9rder and must sign the Orlglnal BIii of L,dlng. TICKET GRID 1994212 DOLORESL 05/05/23 05/05/23 10:20 10:20 AIS-GS201 Scale Gross Wt. 41880 26540Stored Tare Wt. Net Weight NEWPORT BEACH Charge Ticket 15340 01 SITE WEIGHMASTER 1064 AMERICAN INTEGRATED SERVICES ATTN: ACCOUNTS PAYABLE P.O.BOX 92316 LONG BEACH, CA 90809 DATE IN DATE OUT TIME IN TIME OUT VEHICLE ROLL OFF REFERENCE ORIGIN QTY.UNIT DESCRIPTION RATE EXTENSION FEE TOTAL CHIQUITA CANYON LANDFILL A Waste Connections Company 29201 HENRY MAYO DRIVE CASTAIC, CA 91384 ** Duplicate Ticket ** 7.67 TON Commercial Trash Operating Hours:M-F 4:00AM to 5:00 PM, Sat 4:00AM-2:00PM Sunday-Closed I am responsible for damage and injuries. Load has no liquids or hazardous waste NET AMOUNT TENDERED CHANGE CHECK NO.43061 Note1: Note2: Route: PO Number SIGNATURE:_______________________________________________________________ #Insert_Pages_Tag::\\4050WWSrvSQL\WasteWorks-SQL\attachments\00101994212.pdf||100# TICKET GRID 1996180 DOLORESL 05/10/23 05/10/23 10:21 10:21 AIS-GS201 Scale Gross Wt. 42220 26540Stored Tare Wt. Net Weight NEWPORT BEACH Charge Ticket 15680 01 SITE WEIGHMASTER 1064 AMERICAN INTEGRATED SERVICES ATTN: ACCOUNTS PAYABLE P.O.BOX 92316 LONG BEACH, CA 90809 DATE IN DATE OUT TIME IN TIME OUT VEHICLE ROLL OFF REFERENCE ORIGIN QTY.UNIT DESCRIPTION RATE EXTENSION FEE TOTAL CHIQUITA CANYON LANDFILL A Waste Connections Company 29201 HENRY MAYO DRIVE CASTAIC, CA 91384 ** Duplicate Ticket ** 7.84 TON Commercial Trash Operating Hours:M-F 4:00AM to 5:00 PM, Sat 4:00AM-2:00PM Sunday-Closed I am responsible for damage and injuries. Load has no liquids or hazardous waste NET AMOUNT TENDERED CHANGE CHECK NO.43061 Note1: Note2: Route: PO Number SIGNATURE:_______________________________________________________________ #Insert_Pages_Tag::\\4050WWSrv\attachments\00101996180.pdf||100# TICKET GRID 1998872 DOLORESL 05/16/23 05/16/23 10:18 10:18 AIS-GS201 Scale Gross Wt. 31120 26540Stored Tare Wt. Net Weight NEWPORT BEACH Charge Ticket 4580 01 SITE WEIGHMASTER 1064 AMERICAN INTEGRATED SERVICES ATTN: ACCOUNTS PAYABLE P.O.BOX 92316 LONG BEACH, CA 90809 DATE IN DATE OUT TIME IN TIME OUT VEHICLE ROLL OFF REFERENCE ORIGIN QTY.UNIT DESCRIPTION RATE EXTENSION FEE TOTAL CHIQUITA CANYON LANDFILL A Waste Connections Company 29201 HENRY MAYO DRIVE CASTAIC, CA 91384 ** Duplicate Ticket ** 2.29 TON Commercial Trash Operating Hours:M-F 4:00AM to 5:00 PM, Sat 4:00AM-2:00PM Sunday-Closed I am responsible for damage and injuries. Load has no liquids or hazardous waste NET AMOUNT TENDERED CHANGE CHECK NO.43061 Note1: Note2: Route: PO Number SIGNATURE:_______________________________________________________________ #Insert_Pages_Tag::\\4050WWSrv\attachments\00101998872.pdf||100# APPENDIX B: LABORATORY ANALYTICAL REPORT Logo 09 May 2023 Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Re: Newport Landing Station Enclosed are the results of analyses for samples received by the laboratory on 05/05/23. If you have any questions concerning this report, please feel free to contact me. Sincerely, Colby Wakeman Lab Director Page 1 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 ANALYTICAL REPORT FOR SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received P-8 J231175-001 Soil 05/05/2023 12:05 05/05/2023 15:35 P-9 J231175-002 Soil 05/05/2023 12:10 05/05/2023 15:35 P-10 J231175-003 Soil 05/05/2023 12:13 05/05/2023 15:35 P-11 J231175-004 Soil 05/05/2023 12:15 05/05/2023 15:35 P-12 J231175-005 Soil 05/05/2023 12:19 05/05/2023 15:35 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 2 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 DETECTIONS SUMMARY Sample ID:Laboratory ID:P-8 J231175-001 No Results Detected Sample ID:Laboratory ID:P-9 J231175-002 No Results Detected Sample ID:Laboratory ID:P-10 J231175-003 No Results Detected Sample ID:Laboratory ID:P-11 J231175-004 No Results Detected Sample ID:Laboratory ID:P-12 J231175-005 Analyte Result Reporting Limit Units Method Notes C13 - C15 5.034.5 mg/kg EPA 8015 C16 - C17 5.042.4 mg/kg EPA 8015 C18 - C19 5.0108 mg/kg EPA 8015 C20 - C23 5.0611 mg/kg EPA 8015 C24 - C27 5.01110 mg/kg EPA 8015 C28 - C31 5.01020 mg/kg EPA 8015 C32 - C35 5.0738 mg/kg EPA 8015 C36 - C40 5.0466 mg/kg EPA 8015 C13 - C22 50.0578 mg/kg EPA 8015 C23 - C40 50.03560 mg/kg EPA 8015 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 3 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-8 J231175-001(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 ND 1.0 mg/kg EPA 801505/08/23QC23051341 C16 - C17 ND 1.0 mg/kg """" C18 - C19 ND 1.0 mg/kg """" C20 - C23 ND 1.0 mg/kg """" C24 - C27 ND 1.0 mg/kg """" C28 - C31 ND 1.0 mg/kg """" C32 - C35 ND 1.0 mg/kg """" C36 - C40 ND 1.0 mg/kg """" C13 - C22 ND 10.0 mg/kg """" C23 - C40 ND 10.0 mg/kg """" 50 - 140Surrogate: Hexacosane 75.49 % EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 15 µg/kg EPA 827005/08/23QC23051321 2-Methylnaphthalene ND 15 µg/kg """" 1-Methylnaphthalene ND 15 µg/kg """" Acenaphthalene ND 15 µg/kg """" Acenaphthene ND 15 µg/kg """" Fluorene ND 15 µg/kg """" Phenanthrene ND 15 µg/kg """" Anthracene ND 15 µg/kg """" Fluoranthene ND 15 µg/kg """" Pyrene ND 15 µg/kg """" Benz(a)anthracene ND 15 µg/kg """" Chrysene ND 15 µg/kg """" Benzo(b)fluoranthene ND 15 µg/kg """" Benzo(k)fluoranthene ND 15 µg/kg """" Benzo(a)pyrene ND 15 µg/kg """" Indeno(1,2,3-cd)pyrene ND 15 µg/kg """" Dibenz(a,h)anthracene ND 15 µg/kg """" Benzo(g,h,i)perylene ND 15 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 173.98 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director * Page 4 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-8 J231175-001(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene ND 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene ND 5.0 µg/kg """" n-Propylbenzene ND 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 5 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-8 J231175-001(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 Tetrachloroethene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene ND 1.0 µg/kg """" 1,3,5-Trimethylbenzene ND 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene ND 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)ND 0.20 mg/kg """" Surrogate: Toluene-d8 97.53 % Surrogate: Dibromofluoromethane 103.71 % Surrogate: 4-Bromofluorobenzene 88.37 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 6 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-9 J231175-002(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 ND 1.0 mg/kg EPA 801505/08/23QC23051341 C16 - C17 ND 1.0 mg/kg """" C18 - C19 ND 1.0 mg/kg """" C20 - C23 ND 1.0 mg/kg """" C24 - C27 ND 1.0 mg/kg """" C28 - C31 ND 1.0 mg/kg """" C32 - C35 ND 1.0 mg/kg """" C36 - C40 ND 1.0 mg/kg """" C13 - C22 ND 10.0 mg/kg """" C23 - C40 ND 10.0 mg/kg """" 50 - 140Surrogate: Hexacosane 79.35 % EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 15 µg/kg EPA 827005/08/23QC23051321 2-Methylnaphthalene ND 15 µg/kg """" 1-Methylnaphthalene ND 15 µg/kg """" Acenaphthalene ND 15 µg/kg """" Acenaphthene ND 15 µg/kg """" Fluorene ND 15 µg/kg """" Phenanthrene ND 15 µg/kg """" Anthracene ND 15 µg/kg """" Fluoranthene ND 15 µg/kg """" Pyrene ND 15 µg/kg """" Benz(a)anthracene ND 15 µg/kg """" Chrysene ND 15 µg/kg """" Benzo(b)fluoranthene ND 15 µg/kg """" Benzo(k)fluoranthene ND 15 µg/kg """" Benzo(a)pyrene ND 15 µg/kg """" Indeno(1,2,3-cd)pyrene ND 15 µg/kg """" Dibenz(a,h)anthracene ND 15 µg/kg """" Benzo(g,h,i)perylene ND 15 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 174.11 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director * Page 7 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-9 J231175-002(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene ND 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene ND 5.0 µg/kg """" n-Propylbenzene ND 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 8 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-9 J231175-002(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 Tetrachloroethene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene ND 1.0 µg/kg """" 1,3,5-Trimethylbenzene ND 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene ND 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)ND 0.20 mg/kg """" Surrogate: Toluene-d8 98.92 % Surrogate: Dibromofluoromethane 103.35 % Surrogate: 4-Bromofluorobenzene 84.18 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 9 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-10 J231175-003(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 ND 1.0 mg/kg EPA 801505/08/23QC23051341 C16 - C17 ND 1.0 mg/kg """" C18 - C19 ND 1.0 mg/kg """" C20 - C23 ND 1.0 mg/kg """" C24 - C27 ND 1.0 mg/kg """" C28 - C31 ND 1.0 mg/kg """" C32 - C35 ND 1.0 mg/kg """" C36 - C40 ND 1.0 mg/kg """" C13 - C22 ND 10.0 mg/kg """" C23 - C40 ND 10.0 mg/kg """" 50 - 140Surrogate: Hexacosane 62.41 % EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 15 µg/kg EPA 827005/08/23QC23051321 2-Methylnaphthalene ND 15 µg/kg """" 1-Methylnaphthalene ND 15 µg/kg """" Acenaphthalene ND 15 µg/kg """" Acenaphthene ND 15 µg/kg """" Fluorene ND 15 µg/kg """" Phenanthrene ND 15 µg/kg """" Anthracene ND 15 µg/kg """" Fluoranthene ND 15 µg/kg """" Pyrene ND 15 µg/kg """" Benz(a)anthracene ND 15 µg/kg """" Chrysene ND 15 µg/kg """" Benzo(b)fluoranthene ND 15 µg/kg """" Benzo(k)fluoranthene ND 15 µg/kg """" Benzo(a)pyrene ND 15 µg/kg """" Indeno(1,2,3-cd)pyrene ND 15 µg/kg """" Dibenz(a,h)anthracene ND 15 µg/kg """" Benzo(g,h,i)perylene ND 15 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 193.87 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director * Page 10 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-10 J231175-003(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene ND 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene ND 5.0 µg/kg """" n-Propylbenzene ND 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 11 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-10 J231175-003(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 Tetrachloroethene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene ND 1.0 µg/kg """" 1,3,5-Trimethylbenzene ND 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene ND 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)ND 0.20 mg/kg """" Surrogate: Toluene-d8 97.19 % Surrogate: Dibromofluoromethane 101.92 % Surrogate: 4-Bromofluorobenzene 86.00 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 12 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-11 J231175-004(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 ND 1.0 mg/kg EPA 801505/08/23QC23051341 C16 - C17 ND 1.0 mg/kg """" C18 - C19 ND 1.0 mg/kg """" C20 - C23 ND 1.0 mg/kg """" C24 - C27 ND 1.0 mg/kg """" C28 - C31 ND 1.0 mg/kg """" C32 - C35 ND 1.0 mg/kg """" C36 - C40 ND 1.0 mg/kg """" C13 - C22 ND 10.0 mg/kg """" C23 - C40 ND 10.0 mg/kg """" 50 - 140Surrogate: Hexacosane 82.02 % EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 15 µg/kg EPA 827005/08/23QC23051321 2-Methylnaphthalene ND 15 µg/kg """" 1-Methylnaphthalene ND 15 µg/kg """" Acenaphthalene ND 15 µg/kg """" Acenaphthene ND 15 µg/kg """" Fluorene ND 15 µg/kg """" Phenanthrene ND 15 µg/kg """" Anthracene ND 15 µg/kg """" Fluoranthene ND 15 µg/kg """" Pyrene ND 15 µg/kg """" Benz(a)anthracene ND 15 µg/kg """" Chrysene ND 15 µg/kg """" Benzo(b)fluoranthene ND 15 µg/kg """" Benzo(k)fluoranthene ND 15 µg/kg """" Benzo(a)pyrene ND 15 µg/kg """" Indeno(1,2,3-cd)pyrene ND 15 µg/kg """" Dibenz(a,h)anthracene ND 15 µg/kg """" Benzo(g,h,i)perylene ND 15 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 176.15 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director * Page 13 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-11 J231175-004(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene ND 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene ND 5.0 µg/kg """" n-Propylbenzene ND 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 14 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-11 J231175-004(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 Tetrachloroethene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene ND 1.0 µg/kg """" 1,3,5-Trimethylbenzene ND 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene ND 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)ND 0.20 mg/kg """" Surrogate: Toluene-d8 97.32 % Surrogate: Dibromofluoromethane 98.22 % Surrogate: 4-Bromofluorobenzene 86.74 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 15 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-12 J231175-005(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 34.5 5.0 mg/kg EPA 801505/09/23QC23051355 C16 - C17 42.4 5.0 mg/kg """" C18 - C19 108 5.0 mg/kg """" C20 - C23 611 5.0 mg/kg """" C24 - C27 1110 5.0 mg/kg """" C28 - C31 1020 5.0 mg/kg """" C32 - C35 738 5.0 mg/kg """" C36 - C40 466 5.0 mg/kg """" C13 - C22 578 50.0 mg/kg """" C23 - C40 3560 50.0 mg/kg """" Surrogate: Hexacosane 50 - 140 EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 15 µg/kg EPA 827005/08/23QC23051321 2-Methylnaphthalene ND 15 µg/kg """" 1-Methylnaphthalene ND 15 µg/kg """" Acenaphthalene ND 15 µg/kg """" Acenaphthene ND 15 µg/kg """" Fluorene ND 15 µg/kg """" Phenanthrene ND 15 µg/kg """" Anthracene ND 15 µg/kg """" Fluoranthene ND 15 µg/kg """" Pyrene ND 15 µg/kg """" Benz(a)anthracene ND 15 µg/kg """" Chrysene ND 15 µg/kg """" Benzo(b)fluoranthene ND 15 µg/kg """" Benzo(k)fluoranthene ND 15 µg/kg """" Benzo(a)pyrene ND 15 µg/kg """" Indeno(1,2,3-cd)pyrene ND 15 µg/kg """" Dibenz(a,h)anthracene ND 15 µg/kg """" Benzo(g,h,i)perylene ND 15 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 173.94 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director HHSR1.37% * Page 16 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-12 J231175-005(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/05/23QC23051181 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene ND 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene ND 5.0 µg/kg """" n-Propylbenzene ND 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 17 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 P-12 J231175-005(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 Tetrachloroethene ND 1.0 µg/kg EPA 826005/05/23QC23051181 Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene ND 1.0 µg/kg """" 1,3,5-Trimethylbenzene ND 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene ND 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)ND 0.20 mg/kg """" Surrogate: Toluene-d8 97.28 % Surrogate: Dibromofluoromethane 100.67 % Surrogate: 4-Bromofluorobenzene 84.46 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 18 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305134 - EPA 8015 CCV 1 806 10.0 %Diesel (C10 - C28)1000 81 80 - 120 120 LCS 1 436 10.0 %Diesel (C10 - C28)500 87 60 - 140 50 - 140Surrogate: Hexacosane 84.56 % LCSD 1 393 10.0 %Diesel (C10 - C28)500 79 60 - 140 10.55 140 50 - 140Surrogate: Hexacosane 81.09 % Method Blank 1 ND 1.0 mg/kgC13 - C15 ND 1.0 mg/kgC16 - C17 ND 1.0 mg/kgC18 - C19 ND 1.0 mg/kgC20 - C23 ND 1.0 mg/kgC24 - C27 ND 1.0 mg/kgC28 - C31 ND 1.0 mg/kgC32 - C35 ND 1.0 mg/kgC36 - C40 ND 10.0 mg/kgC13 - C22 ND 10.0 mg/kgC23 - C40 50 - 140Surrogate: Hexacosane 67.13 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 19 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305135 - EPA 8015 CCV 1 854 10.0 %Diesel (C10 - C28)1000 85 80 - 120 120 LCS 1 445 10.0 %Diesel (C10 - C28)500 89 60 - 140 50 - 140Surrogate: Hexacosane 80.82 % LCSD 1 420 10.0 %Diesel (C10 - C28)500 84 60 - 140 5.72 140 50 - 140Surrogate: Hexacosane 77.30 % Method Blank 1 ND 1.0 mg/kgC13 - C15 ND 1.0 mg/kgC16 - C17 ND 1.0 mg/kgC18 - C19 ND 1.0 mg/kgC20 - C23 ND 1.0 mg/kgC24 - C27 ND 1.0 mg/kgC28 - C31 ND 1.0 mg/kgC32 - C35 ND 1.0 mg/kgC36 - C40 ND 10.0 mg/kgC13 - C22 ND 10.0 mg/kgC23 - C40 50 - 140Surrogate: Hexacosane 86.60 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 20 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305118 - EPA 8260 CCV 1 224 1.0 %Benzene 250 90 240 1.0 %Chlorobenzene 250 96 214 1.0 %1,1-Dichloroethene 250 86 227 1.0 %cis-1,2-Dichloroethene 250 91 220 1.0 %Ethylbenzene 250 88 222 1.0 %Tetrachloroethene 250 89 221 1.0 %Toluene 250 89 221 1.0 %1,1,1-Trichloroethane 250 89 217 1.0 %Trichloroethene 250 87 221 1.0 %1,2,4-Trimethylbenzene 250 88 236 1.0 %Vinyl chloride 250 95 LCS 1 41.5 1.0 %Benzene 50 83 42.9 1.0 %Chlorobenzene 50 86 41.3 1.0 %1,1-Dichloroethene 50 83 42.5 1.0 %cis-1,2-Dichloroethene 50 85 37.5 1.0 %Ethylbenzene 50 75 41.1 1.0 %Tetrachloroethene 50 82 39.8 1.0 %Toluene 50 80 40.6 1.0 %1,1,1-Trichloroethane 50 81 39.8 1.0 %Trichloroethene 50 80 35.1 1.0 %1,2,4-Trimethylbenzene 50 70 39.6 1.0 %Vinyl chloride 50 79 Surrogate: Toluene-d8 95.78 % Surrogate: Dibromofluoromethane 103.53 % Surrogate: 4-Bromofluorobenzene 103.60 % LCSD 1 43.5 1.0 %Benzene 50 87 4.55 44.3 1.0 %Chlorobenzene 50 89 3.25 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 21 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305118 - EPA 8260 LCSD 1 44.3 1.0 %1,1-Dichloroethene 50 89 7.12 44.4 1.0 %cis-1,2-Dichloroethene 50 89 4.23 39.2 1.0 %Ethylbenzene 50 78 4.41 43.2 1.0 %Tetrachloroethene 50 86 4.94 42.4 1.0 %Toluene 50 85 6.37 42.1 1.0 %1,1,1-Trichloroethane 50 84 3.71 41.4 1.0 %Trichloroethene 50 83 3.80 35.8 1.0 %1,2,4-Trimethylbenzene 50 72 2.13 40.4 1.0 %Vinyl chloride 50 81 2.08 Surrogate: Toluene-d8 96.39 % Surrogate: Dibromofluoromethane 103.48 % Surrogate: 4-Bromofluorobenzene 102.49 % Method Blank 1 ND 1.0 µg/kgBenzene ND 50.0 µg/kgn-Heptane ND 50.0 µg/kgn-Hexane ND 50.0 µg/kgn-Pentane ND 1.0 µg/kgBromobenzene ND 1.0 µg/kgBromodichloromethane ND 1.0 µg/kgBromoform ND 1.0 µg/kgn-Butylbenzene ND 1.0 µg/kgsec-Butylbenzene ND 1.0 µg/kgtert-Butylbenzene ND 1.0 µg/kgCarbon tetrachloride ND 1.0 µg/kgChlorobenzene ND 1.0 µg/kgChloroform ND 1.0 µg/kg2-Chlorotoluene ND 1.0 µg/kg4-Chlorotoluene ND 1.0 µg/kgDibromochloromethane ND 1.0 µg/kg1,2-Dibromo-3-chloropropane ND 1.0 µg/kgDibromomethane ND 1.0 µg/kg1,2- Dichlorobenzene ND 1.0 µg/kg1,3-Dichlorobenzene ND 1.0 µg/kg1,4-Dichlorobenzene ND 1.0 µg/kg1,1-Dichloroethane The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 22 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305118 - EPA 8260 Method Blank 1 ND 1.0 µg/kg1,2-Dichloroethane ND 1.0 µg/kg1,1-Dichloroethene ND 1.0 µg/kgcis-1,2-Dichloroethene ND 1.0 µg/kgtrans-1,2-Dichloroethene ND 1.0 µg/kg1,2-Dichloropropane ND 1.0 µg/kg1,3-Dichloropropane ND 1.0 µg/kg2,2-Dichloropropane ND 1.0 µg/kg1,1-Dichloropropene ND 1.0 µg/kgcis-1,3-Dichloropropene ND 1.0 µg/kgtrans-1,3-Dichloropropene ND 1.0 µg/kgEthylbenzene ND 5.0 µg/kgFreon 11 ND 5.0 µg/kgFreon 12 ND 5.0 µg/kgFreon 113 ND 1.0 µg/kgHexachlorobutadiene ND 1.0 µg/kgIsopropylbenzene ND 1.0 µg/kg4-Isopropyltoluene ND 1.0 µg/kgMethylene chloride ND 5.0 µg/kgNaphthalene ND 1.0 µg/kgn-Propylbenzene ND 1.0 µg/kgStyrene ND 1.0 µg/kg1,1,1,2-Tetrachloroethane ND 1.0 µg/kg1,1,2,2-Tetrachloroethane ND 1.0 µg/kgTetrachloroethene ND 1.0 µg/kgToluene ND 3.0 µg/kg1,2,3-Trichlorobenzene ND 3.0 µg/kg1,2,4-Trichlorobenzene ND 1.0 µg/kg1,1,1-Trichloroethane ND 1.0 µg/kg1,1,2-Trichloroethane ND 1.0 µg/kgTrichloroethene ND 1.0 µg/kg1,2,3-Trichloropropane ND 1.0 µg/kg1,2,4-Trimethylbenzene ND 1.0 µg/kg1,3,5-Trimethylbenzene ND 1.0 µg/kgVinyl chloride ND 2.0 µg/kgm+p-Xylene ND 1.0 µg/kgo-Xylene ND 5.0 µg/kgMethyl-tert-butylether The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 23 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305118 - EPA 8260 Method Blank 1 ND 5.0 µg/kgEthyl-tert-butylether ND 5.0 µg/kgDi-isopropylether ND 5.0 µg/kgtert-amylmethylether ND 50.0 µg/kgtert-Butylalcohol ND 0.20 mg/kgGasoline Range Organics (C4-C12) Surrogate: Toluene-d8 93.34 % Surrogate: Dibromofluoromethane 108.12 % Surrogate: 4-Bromofluorobenzene 94.27 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 24 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305132 - EPA 8270 CCV 1 1 15 %Acenaphthene 1 92 80 - 120 120 1 15 %Pyrene 1 85 80 - 120 120 LCS 1 5.89 15 %Acenaphthene 5 118 70 - 130 5.79 15 %Pyrene 5 116 70 - 130 70 - 155Surrogate: p-Terphenyl-d14 176.06 % LCSD 1 5.75 15 %Acenaphthene 5 115 70 - 130 2.46 130 5.73 15 %Pyrene 5 115 70 - 130 1.05 130 70 - 155Surrogate: p-Terphenyl-d14 174.63 % Method Blank 1 ND 15 µg/kgNaphthalene ND 15 µg/kg2-Methylnaphthalene ND 15 µg/kg1-Methylnaphthalene ND 15 µg/kgAcenaphthalene ND 15 µg/kgAcenaphthene ND 15 µg/kgFluorene ND 15 µg/kgPhenanthrene ND 15 µg/kgAnthracene ND 15 µg/kgFluoranthene ND 15 µg/kgPyrene ND 15 µg/kgBenz(a)anthracene ND 15 µg/kgChrysene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director * * Page 25 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305132 - EPA 8270 Method Blank 1 ND 15 µg/kgBenzo(b)fluoranthene ND 15 µg/kgBenzo(k)fluoranthene ND 15 µg/kgBenzo(a)pyrene ND 15 µg/kgIndeno(1,2,3-cd)pyrene ND 15 µg/kgDibenz(a,h)anthracene ND 15 µg/kgBenzo(g,h,i)perylene 70 - 155Surrogate: p-Terphenyl-d14 189.94 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director * Page 26 of 29 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/09/23 9:19 DET ND RPD E LCC * Notes and Definitions Analyte DETECTED Analyte NOT DETECTED at or above the reporting limit Relative Percent Difference Estimated Concentration; concentration exceeds calibration range. Leak Check Compound Surrogate is outside acceptable limits. All other QC parameters in control, therefore data was accepted.. SMSR Sample matrix prevented adequate surrogate recovery. J Value less than PQL but greater than MDL HHSR High hydrocarbon concentration in this sample prevented adequate surrogate recovery. The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 27 of 29 Page 28 of 29 Page 29 of 29 Logo 11 May 2023 Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Re: Newport Landing Station Enclosed are the results of analyses for samples received by the laboratory on 05/11/23. If you have any questions concerning this report, please feel free to contact me. Sincerely, Colby Wakeman Lab Director Page 1 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 ANALYTICAL REPORT FOR SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received P13 J231228-001 Soil 05/11/2023 09:33 05/11/2023 11:41 P12A J231228-002 Soil 05/11/2023 09:44 05/11/2023 11:41 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 2 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 DETECTIONS SUMMARY Sample ID:Laboratory ID:P13 J231228-001 Analyte Result Reporting Limit Units Method Notes C13 - C15 1.052.5 mg/kg EPA 8015 2-Methylnaphthalene 15140 µg/kg EPA 8270 C16 - C17 1.057.2 mg/kg EPA 8015 C18 - C19 1.0115 mg/kg EPA 8015 C20 - C23 1.0684 mg/kg EPA 8015 C24 - C27 1.01350 mg/kg EPA 8015 Acenaphthene 15531 µg/kg EPA 8270 C28 - C31 1.01620 mg/kg EPA 8015 C32 - C35 1.01900 mg/kg EPA 8015 C36 - C40 1.02180 mg/kg EPA 8015 C13 - C22 10.0658 mg/kg EPA 8015 C23 - C40 10.07320 mg/kg EPA 8015 Gasoline Range Organics (C4-C12)0.202.56 mg/kg EPA 8260 Sample ID:Laboratory ID:P12A J231228-002 Analyte Result Reporting Limit Units Method Notes C13 - C15 1.0608 mg/kg EPA 8015 2-Methylnaphthalene 501940 µg/kg EPA 8270 C16 - C17 1.0335 mg/kg EPA 8015 C18 - C19 1.0213 mg/kg EPA 8015 C20 - C23 1.0199 mg/kg EPA 8015 Acenaphthene 501360 µg/kg EPA 8270 C24 - C27 1.0135 mg/kg EPA 8015 C28 - C31 1.0121 mg/kg EPA 8015 C32 - C35 1.0106 mg/kg EPA 8015 C36 - C40 1.0112 mg/kg EPA 8015 C13 - C22 10.01320 mg/kg EPA 8015 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 3 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 DETECTIONS SUMMARY Sample ID:Laboratory ID:P12A J231228-002 Analyte Result Reporting Limit Units Method Notes Pyrene 501200 µg/kg EPA 8270 C23 - C40 10.0512 mg/kg EPA 8015 4-Isopropyltoluene 1.056.4 µg/kg EPA 8260 Naphthalene 5.044.6 µg/kg EPA 8260 n-Propylbenzene 1.07.1 µg/kg EPA 8260 1,2,4-Trimethylbenzene 1.029.8 µg/kg EPA 8260 1,3,5-Trimethylbenzene 1.0182 µg/kg EPA 8260 o-Xylene 1.043.2 µg/kg EPA 8260 Gasoline Range Organics (C4-C12)0.2033.7 mg/kg EPA 8260 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 4 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 P13 J231228-001(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 52.5 1.0 mg/kg EPA 801505/11/23QC23051881 C16 - C17 57.2 1.0 mg/kg """" C18 - C19 115 1.0 mg/kg """" C20 - C23 684 1.0 mg/kg """" C24 - C27 1350 1.0 mg/kg """" C28 - C31 1620 1.0 mg/kg """" C32 - C35 1900 1.0 mg/kg """" C36 - C40 2180 1.0 mg/kg """" C13 - C22 658 10.0 mg/kg """" C23 - C40 7320 10.0 mg/kg """" 50 - 140Surrogate: Hexacosane 84.99 % EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 15 µg/kg EPA 827005/11/23QC23051921 2-Methylnaphthalene 140 15 µg/kg """" 1-Methylnaphthalene ND 15 µg/kg """" Acenaphthalene ND 15 µg/kg """" Acenaphthene 531 15 µg/kg """" Fluorene ND 15 µg/kg """" Phenanthrene ND 15 µg/kg """" Anthracene ND 15 µg/kg """" Fluoranthene ND 15 µg/kg """" Pyrene ND 15 µg/kg """" Benz(a)anthracene ND 15 µg/kg """" Chrysene ND 15 µg/kg """" Benzo(b)fluoranthene ND 15 µg/kg """" Benzo(k)fluoranthene ND 15 µg/kg """" Benzo(a)pyrene ND 15 µg/kg """" Indeno(1,2,3-cd)pyrene ND 15 µg/kg """" Dibenz(a,h)anthracene ND 15 µg/kg """" Benzo(g,h,i)perylene ND 15 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 85.03 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/11/23QC23051791 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 5 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 P13 J231228-001(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/11/23QC23051791 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" 1,2-Dibromoethane (EDB) ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene ND 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene ND 5.0 µg/kg """" n-Propylbenzene ND 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 6 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 P13 J231228-001(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg EPA 826005/11/23QC23051791 Tetrachloroethene ND 1.0 µg/kg """" Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene ND 1.0 µg/kg """" 1,3,5-Trimethylbenzene ND 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene ND 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)2.56 0.20 mg/kg """" 60 - 140Surrogate: Toluene-d8 112.69 % 60 - 140Surrogate: Dibromofluoromethane 97.89 % 60 - 140Surrogate: 4-Bromofluorobenzene 84.80 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 7 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 P12A J231228-002(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 C13 - C15 608 1.0 mg/kg EPA 801505/11/23QC23051881 C16 - C17 335 1.0 mg/kg """" C18 - C19 213 1.0 mg/kg """" C20 - C23 199 1.0 mg/kg """" C24 - C27 135 1.0 mg/kg """" C28 - C31 121 1.0 mg/kg """" C32 - C35 106 1.0 mg/kg """" C36 - C40 112 1.0 mg/kg """" C13 - C22 1320 10.0 mg/kg """" C23 - C40 512 10.0 mg/kg """" 50 - 140Surrogate: Hexacosane 41.41 % EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 Naphthalene ND 50 µg/kg EPA 827005/11/23QC23051923.33 2-Methylnaphthalene 1940 50 µg/kg """" 1-Methylnaphthalene ND 50 µg/kg """" Acenaphthalene ND 50 µg/kg """" Acenaphthene 1360 50 µg/kg """" Fluorene ND 50 µg/kg """" Phenanthrene ND 50 µg/kg """" Anthracene ND 50 µg/kg """" Fluoranthene ND 50 µg/kg """" Pyrene 1200 50 µg/kg """" Benz(a)anthracene ND 50 µg/kg """" Chrysene ND 50 µg/kg """" Benzo(b)fluoranthene ND 50 µg/kg """" Benzo(k)fluoranthene ND 50 µg/kg """" Benzo(a)pyrene ND 50 µg/kg """" Indeno(1,2,3-cd)pyrene ND 50 µg/kg """" Dibenz(a,h)anthracene ND 50 µg/kg """" Benzo(g,h,i)perylene ND 50 µg/kg """" 70 - 155Surrogate: p-Terphenyl-d14 58.36 % Volatile Organic Compounds by EPA 8260 Benzene ND 1.0 µg/kg EPA 826005/11/23QC23051791 Bromobenzene ND 1.0 µg/kg """" Bromodichloromethane ND 1.0 µg/kg """" Bromoform ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 8 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 P12A J231228-002(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 n-Butylbenzene ND 1.0 µg/kg EPA 826005/11/23QC23051791 sec-Butylbenzene ND 1.0 µg/kg """" tert-Butylbenzene ND 1.0 µg/kg """" Carbon tetrachloride ND 1.0 µg/kg """" Chlorobenzene ND 1.0 µg/kg """" Chloroform ND 1.0 µg/kg """" 2-Chlorotoluene ND 1.0 µg/kg """" 4-Chlorotoluene ND 1.0 µg/kg """" Dibromochloromethane ND 1.0 µg/kg """" 1,2-Dibromo-3-chloropropane ND 1.0 µg/kg """" 1,2-Dibromoethane (EDB) ND 1.0 µg/kg """" Dibromomethane ND 1.0 µg/kg """" 1,2- Dichlorobenzene ND 1.0 µg/kg """" 1,3-Dichlorobenzene ND 1.0 µg/kg """" 1,4-Dichlorobenzene ND 1.0 µg/kg """" 1,1-Dichloroethane ND 1.0 µg/kg """" 1,2-Dichloroethane ND 1.0 µg/kg """" 1,1-Dichloroethene ND 1.0 µg/kg """" cis-1,2-Dichloroethene ND 1.0 µg/kg """" trans-1,2-Dichloroethene ND 1.0 µg/kg """" 1,2-Dichloropropane ND 1.0 µg/kg """" 1,3-Dichloropropane ND 1.0 µg/kg """" 2,2-Dichloropropane ND 1.0 µg/kg """" 1,1-Dichloropropene ND 1.0 µg/kg """" cis-1,3-Dichloropropene ND 1.0 µg/kg """" trans-1,3-Dichloropropene ND 1.0 µg/kg """" Ethylbenzene ND 1.0 µg/kg """" Freon 11 ND 5.0 µg/kg """" Freon 12 ND 5.0 µg/kg """" Freon 113 ND 5.0 µg/kg """" Hexachlorobutadiene ND 1.0 µg/kg """" Isopropylbenzene ND 1.0 µg/kg """" 4-Isopropyltoluene 56.4 1.0 µg/kg """" Methylene chloride ND 1.0 µg/kg """" Naphthalene 44.6 5.0 µg/kg """" n-Propylbenzene 7.1 1.0 µg/kg """" Styrene ND 1.0 µg/kg """" 1,1,1,2-Tetrachloroethane ND 1.0 µg/kg """" The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 9 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 P12A J231228-002(Soil) Result Reporting Limit Units Method NotesAnalyteDilutionBatchPreparedAnalyzed Volatile Organic Compounds by EPA 8260 1,1,2,2-Tetrachloroethane ND 1.0 µg/kg EPA 826005/11/23QC23051791 Tetrachloroethene ND 1.0 µg/kg """" Toluene ND 1.0 µg/kg """" 1,2,3-Trichlorobenzene ND 3.0 µg/kg """" 1,2,4-Trichlorobenzene ND 3.0 µg/kg """" 1,1,1-Trichloroethane ND 1.0 µg/kg """" 1,1,2-Trichloroethane ND 1.0 µg/kg """" Trichloroethene ND 1.0 µg/kg """" 1,2,3-Trichloropropane ND 1.0 µg/kg """" 1,2,4-Trimethylbenzene 29.8 1.0 µg/kg """" 1,3,5-Trimethylbenzene 182 1.0 µg/kg """" Vinyl chloride ND 1.0 µg/kg """" m+p-Xylene ND 2.0 µg/kg """" o-Xylene 43.2 1.0 µg/kg """" Methyl-tert-butylether ND 5.0 µg/kg """" Ethyl-tert-butylether ND 5.0 µg/kg """" Di-isopropylether ND 5.0 µg/kg """" tert-amylmethylether ND 5.0 µg/kg """" tert-Butylalcohol ND 50.0 µg/kg """" Gasoline Range Organics (C4-C12)33.7 0.20 mg/kg """" 60 - 140Surrogate: Toluene-d8 98.37 % 60 - 140Surrogate: Dibromofluoromethane 93.48 % 60 - 140Surrogate: 4-Bromofluorobenzene 108.49 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 10 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 EPA 8015M - Total Petroleum Hydrocarbons by EPA 8015 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305188 - EPA 8015 CCV 1 835 10.0 %Diesel (C10 - C28)1000 83 80 - 120 120 LCS 1 438 10.0 %Diesel (C10 - C28)500 88 60 - 140 50 - 140Surrogate: Hexacosane 72.77 % LCSD 1 414 10.0 %Diesel (C10 - C28)500 83 60 - 140 5.62 140 50 - 140Surrogate: Hexacosane 66.78 % Method Blank 1 ND 1.0 mg/kgC13 - C15 ND 1.0 mg/kgC16 - C17 ND 1.0 mg/kgC18 - C19 ND 1.0 mg/kgC20 - C23 ND 1.0 mg/kgC24 - C27 ND 1.0 mg/kgC28 - C31 ND 1.0 mg/kgC32 - C35 ND 1.0 mg/kgC36 - C40 ND 10.0 mg/kgC13 - C22 ND 10.0 mg/kgC23 - C40 50 - 140Surrogate: Hexacosane 67.13 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 11 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305179 - EPA 8260 CCV 1 288 1.0 %Benzene 250 115 80 - 120 120 300 1.0 %Chlorobenzene 250 120 80 - 120 120 300 1.0 %1,1-Dichloroethene 250 120 80 - 120 120 267 1.0 %cis-1,2-Dichloroethene 250 107 80 - 120 120 265 1.0 %Ethylbenzene 250 106 80 - 120 120 300 1.0 %Tetrachloroethene 250 120 80 - 120 120 300 1.0 %Toluene 250 120 80 - 120 120 300 1.0 %1,1,1-Trichloroethane 250 120 80 - 120 120 296 1.0 %Trichloroethene 250 118 80 - 120 120 270 1.0 %1,2,4-Trimethylbenzene 250 108 80 - 120 120 268 1.0 %Vinyl chloride 250 107 80 - 120 120 LCS 1 52.4 1.0 %Benzene 50 105 70 - 130 53.4 1.0 %Chlorobenzene 50 107 70 - 130 57.5 1.0 %1,1-Dichloroethene 50 115 60 - 140 49.1 1.0 %cis-1,2-Dichloroethene 50 98 70 - 130 48.6 1.0 %Ethylbenzene 50 97 70 - 130 55.3 1.0 %Tetrachloroethene 50 111 70 - 130 56.8 1.0 %Toluene 50 114 70 - 130 53.5 1.0 %1,1,1-Trichloroethane 50 107 70 - 130 54.6 1.0 %Trichloroethene 50 109 70 - 130 46.2 1.0 %1,2,4-Trimethylbenzene 50 92 70 - 130 41.4 1.0 %Vinyl chloride 50 83 60 - 140 60 - 140Surrogate: Toluene-d8 102.38 % 60 - 140Surrogate: Dibromofluoromethane 100.65 % 60 - 140Surrogate: 4-Bromofluorobenzene 101.98 % LCSD 1 52.8 1.0 %Benzene 50 106 70 - 130 0.72 130 53.9 1.0 %Chlorobenzene 50 108 70 - 130 0.91 130 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 12 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305179 - EPA 8260 LCSD 1 57.5 1.0 %1,1-Dichloroethene 50 115 60 - 140 0.06 140 48.9 1.0 %cis-1,2-Dichloroethene 50 98 70 - 130 0.22 130 46.1 1.0 %Ethylbenzene 50 92 70 - 130 5.37 130 52.7 1.0 %Tetrachloroethene 50 105 70 - 130 4.73 130 54.4 1.0 %Toluene 50 109 70 - 130 4.21 130 52.1 1.0 %1,1,1-Trichloroethane 50 104 70 - 130 2.61 130 57.8 1.0 %Trichloroethene 50 116 70 - 130 5.75 130 44.9 1.0 %1,2,4-Trimethylbenzene 50 90 70 - 130 2.90 130 40.8 1.0 %Vinyl chloride 50 82 60 - 140 1.33 140 60 - 140Surrogate: Toluene-d8 102.08 % 60 - 140Surrogate: Dibromofluoromethane 102.04 % 60 - 140Surrogate: 4-Bromofluorobenzene 99.52 % Method Blank 1 ND 1.0 µg/kgBenzene ND 50.0 µg/kgn-Heptane ND 50.0 µg/kgn-Hexane ND 50.0 µg/kgn-Pentane ND 1.0 µg/kgBromobenzene ND 1.0 µg/kgBromodichloromethane ND 1.0 µg/kgBromoform ND 1.0 µg/kgn-Butylbenzene ND 1.0 µg/kgsec-Butylbenzene ND 1.0 µg/kgtert-Butylbenzene ND 1.0 µg/kgCarbon tetrachloride ND 1.0 µg/kgChlorobenzene ND 1.0 µg/kgChloroform ND 1.0 µg/kg2-Chlorotoluene ND 1.0 µg/kg4-Chlorotoluene ND 1.0 µg/kgDibromochloromethane ND 1.0 µg/kg1,2-Dibromo-3-chloropropane ND 1.0 µg/kg1,2-Dibromoethane (EDB) ND 1.0 µg/kgDibromomethane ND 1.0 µg/kg1,2- Dichlorobenzene ND 1.0 µg/kg1,3-Dichlorobenzene ND 1.0 µg/kg1,4-Dichlorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 13 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305179 - EPA 8260 Method Blank 1 ND 1.0 µg/kg1,1-Dichloroethane ND 1.0 µg/kg1,2-Dichloroethane ND 1.0 µg/kg1,1-Dichloroethene ND 1.0 µg/kgcis-1,2-Dichloroethene ND 1.0 µg/kgtrans-1,2-Dichloroethene ND 1.0 µg/kg1,2-Dichloropropane ND 1.0 µg/kg1,3-Dichloropropane ND 1.0 µg/kg2,2-Dichloropropane ND 1.0 µg/kg1,1-Dichloropropene ND 1.0 µg/kgcis-1,3-Dichloropropene ND 1.0 µg/kgtrans-1,3-Dichloropropene ND 1.0 µg/kgEthylbenzene ND 5.0 µg/kgFreon 11 ND 5.0 µg/kgFreon 12 ND 5.0 µg/kgFreon 113 ND 1.0 µg/kgHexachlorobutadiene ND 1.0 µg/kgIsopropylbenzene ND 1.0 µg/kg4-Isopropyltoluene ND 1.0 µg/kgMethylene chloride ND 5.0 µg/kgNaphthalene ND 1.0 µg/kgn-Propylbenzene ND 1.0 µg/kgStyrene ND 1.0 µg/kg1,1,1,2-Tetrachloroethane ND 1.0 µg/kg1,1,2,2-Tetrachloroethane ND 1.0 µg/kgTetrachloroethene ND 1.0 µg/kgToluene ND 3.0 µg/kg1,2,3-Trichlorobenzene ND 3.0 µg/kg1,2,4-Trichlorobenzene ND 1.0 µg/kg1,1,1-Trichloroethane ND 1.0 µg/kg1,1,2-Trichloroethane ND 1.0 µg/kgTrichloroethene ND 1.0 µg/kg1,2,3-Trichloropropane ND 1.0 µg/kg1,2,4-Trimethylbenzene ND 1.0 µg/kg1,3,5-Trimethylbenzene ND 1.0 µg/kgVinyl chloride ND 2.0 µg/kgm+p-Xylene ND 1.0 µg/kgo-Xylene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 14 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 Volatile Organic Compounds by EPA 8260 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305179 - EPA 8260 Method Blank 1 ND 5.0 µg/kgMethyl-tert-butylether ND 5.0 µg/kgEthyl-tert-butylether ND 5.0 µg/kgDi-isopropylether ND 5.0 µg/kgtert-amylmethylether ND 50.0 µg/kgtert-Butylalcohol ND 0.20 mg/kgGasoline Range Organics (C4-C12) 60 - 140Surrogate: Toluene-d8 100.74 % 60 - 140Surrogate: Dibromofluoromethane 96.91 % 60 - 140Surrogate: 4-Bromofluorobenzene 92.02 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 15 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305192 - EPA 8270 CCV 1 1 15 %Acenaphthene 1 94 80 - 120 120 1 15 %Pyrene 1 84 80 - 120 120 LCS 1 4.84 15 %Acenaphthene 5 97 70 - 130 5.78 15 %Pyrene 5 116 70 - 130 70 - 155Surrogate: p-Terphenyl-d14 206.35 % LCSD 1 4.49 15 %Acenaphthene 5 90 70 - 130 7.53 130 5.45 15 %Pyrene 5 109 70 - 130 5.89 130 70 - 155Surrogate: p-Terphenyl-d14 206.16 % Method Blank 1 ND 15 µg/kgNaphthalene ND 15 µg/kg2-Methylnaphthalene ND 15 µg/kg1-Methylnaphthalene ND 15 µg/kgAcenaphthalene ND 15 µg/kgAcenaphthene ND 15 µg/kgFluorene ND 15 µg/kgPhenanthrene ND 15 µg/kgAnthracene ND 15 µg/kgFluoranthene ND 15 µg/kgPyrene ND 15 µg/kgBenz(a)anthracene ND 15 µg/kgChrysene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 16 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 EPA 8270C Semivolatile Organics by GC/MS (PAH's ONLY) by EPA 8270 - Quality Control Result Reporting Limit Units RPD NotesAnalyte Spike Level Source Result %REC %REC Limits %REC Limits Batch QC2305192 - EPA 8270 Method Blank 1 ND 15 µg/kgBenzo(b)fluoranthene ND 15 µg/kgBenzo(k)fluoranthene ND 15 µg/kgBenzo(a)pyrene ND 15 µg/kgIndeno(1,2,3-cd)pyrene ND 15 µg/kgDibenz(a,h)anthracene ND 15 µg/kgBenzo(g,h,i)perylene 70 - 155Surrogate: p-Terphenyl-d14 201.57 % The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 17 of 20 11007 FOREST PLACE SANTA FE SPRINGS, CA 90670 714-449-9937 PHONE 562-646-1611 FAX Project Manager:Anthony Bottechia Partner Engineering & Science, Inc. 24 Executive Park, Irvine, CA Project Number:SM19-255648 Project:Newport Landing Station Reported 05/11/23 17:12 Notes and Definitions Analyte DETECTED Analyte NOT DETECTED at or above the reporting limit Relative Percent Difference DET ND RPD Estimated Concentration; concentration exceeds calibration range.E LCC Leak Check Compound 1 Recovery outside of acceptable limits. LCS/LCSD recoveries and %RSD were within QC limits, therefore data was accepted. SMSR Sample matrix prevented adequate surrogate recovery. J Value less than PQL but greater than MDL HHSR High hydrocarbon concentration in this sample prevented adequate surrogate recovery. The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Jones Environmental, Inc. Colby Wakeman Lab Director Page 18 of 20 Page 19 of 20 Page 20 of 20 APPENDIX C: TANK CLOSURE CERTIFICATION APPENDIX D: SITE PHOTOS SITE PHOTOGRAPHS Project No. SM19-255648 1. View of concrete cover removal of UST #2 T3- and UST #1 T2. 2. View of breaking concrete cover of UST #1 T1-T2. 3. View of concrete removal from UST #1 T1. 4. View of concrete cover removal from UST #1 T1-T2. 5. View of wash/rinse vacuum removal of residual liquid content from UST#2 T3. 6. View of vacuum, wash/rinse UST #2 T4. SITE PHOTOGRAPHS Project No. SM19-255648 7. View of vacuum, wash/rinse UST #1 T1. 8. View of UST #1 T1 being inert of TPH like vapors. 9. View of CIH Inspector preforming air sampling with RKI Eagle PID. 10. View of pumping 2-Sack Slurry in UST #1 T1. 11. View of slurry filled and pumping 2-Sack Slurry in UST #2 T4. 12. View of pumping 2-Sack Slurry in UST #2 T4. SITE PHOTOGRAPHS Project No. SM19-255648 13. View of UST #2 T3 filled with 2 Sack Slurry backfill. 14. View of UST #1 T1 being backfilled with 2 Sack Slurry. SITE PHOTOGRAPHS Project No. SM19-255648 15. View of drilling out GWMW P4. 16. View of mixing lien Portland cement to be tremie into P4 for well abandonment. 17. View of cut/removed fuel line prior to abandon in place with slurry. 18. View of slurry truck pumping 2 Sack Slurry material into abandon in place fuel lines. 19. View of injecting slurry into vent lines. 20. View of vent pipes filled with slurry SITE PHOTOGRAPHS Project No. SM19-255648 21. View of injecting 2 Sack Slurry material into abandon in place fuel lines parallel to UST#1 T2. 22. View of slurry backfill material pushing through abandon in place open ended fuel lines. 23. View of injecting 2 Sack Slurry material into abandon in place fuel lines. 24. View of 2 Sack Slurry backfill cover over abandon in place fuel lines. SITE PHOTOGRAPHS Project No. SM19-255648 26. View of drilling out GWMW P4. 27. View of mixing lien Portland cement for GWMW P4 for well abandonment. 28. View of Well abandonment GWMW P6. 29. View of drilling out GWMW P5 prior to backfilling with lien Portland Cement. 30. View of drilling out GWMW P7 prior to backfilling with lien Portland Cement. 31. View of lien Portland Cement placement for GWMW P7 abandonment. SITE PHOTOGRAPHS Project No. SM19-255648 32. View of drilling out offsite GWMW P8 prior to backfilling with lien Portland Cement. 33. View of mixing lien Portland Cement for well abandonment GWMW P8 SITE PHOTOGRAPHS Project No. SM19-255648 33. View of area for over excavation due to soil sample exceedance P12 underside of fuel lines. 34. View of over excavation of soil exceedance location P12. 35. View of over excavation and undermining underside of concrete slab at a depth of 3’ bgs. 36. View of 1 of 2 abandon in place 1994 7,500-gal UST with Blk residual fine SA fill with TPH odors 37. View of excavation removal of residual fill material to a depth of 4.5’ bgs . 38. View of excavated fill material contained in 55 gallon drums for offsite removal. SITE PHOTOGRAPHS Project No. SM19-255648 39. View of backfill compaction prior to dowels and concrete restoration. 40. View of over excavation backfilled with slurry and placement of rebar dowels for concrete restoration. 41. View of concrete placement for parking lot.