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PHASE II ENVIRONMENTAL SITE ASSESSMENT REPORT <br /> SATELLITE APARTMENTS <br /> APN 139-224-090 <br /> 530 N. STANISLAUS STREET <br /> STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> EXECUTIVE SUMMARY <br /> May 31,2024 <br /> Condor Earth(Condor)conducted a Phase II Environmental Site Assessment(ESA)for the property located <br /> at 530 North Stanislaus Street located in Stockton, San Joaquin County,California(Site,Figures 1 through <br /> 3, Appendix A). The Site comprises approximately 0.55 acres designated as assessor's parcel number <br /> (APN) 139-224-090. In a Phase I ESA dated March 27,2024, Condor identified at least five high-risk off- <br /> Site properties including automotive repair and dry-cleaning operations that are in close proximity to the <br /> Site. Due to the likelihood of chlorinated solvent and petroleum products use, a vapor encroachment <br /> condition could not be ruled out for the Site without further investigation.Additionally,exposed soil around <br /> the Site's apartment complex perimeter may be impacted by chlorinated pesticides at elevated levels from <br /> historical termiticide application. Condor recommended further due diligence with a subsurface soil gas <br /> and surface soil investigation to evaluate whether historical uses of on-Site and off-Site properties pose a <br /> risk to human health of current and future occupants at the Site. This Phase 11 ESA comprised a screening <br /> of Site soil gas for the presence of volatile organic compounds (VOCs) and soils for the presence of <br /> chlorinated pesticides(OCPs). Condor conducted the Phase II ESA under contract with Housing Authority <br /> of the County of San Joaquin(Client). <br /> On May 13,2024, Condor collected two(2)soil gas samples at two locations within the parking lot at five <br /> feet below ground surface(bgs),and two(2)soil gas samples beneath the sub slab of the existing apartment <br /> complex for analysis of VOCs.Additionally,Condor collected surface soil samples from four(4)locations <br /> at each side of the existing apartment complex to be analyzed for OCPs. Groundwater beneath the Site is <br /> anticipated to range from approximately 15 to 18 feet bgs and flows toward the east-northeast. <br /> None of the VOC concentrations in soil gas exceeded calculated soil vapor screening levels(using a default <br /> attenuation factor of 0.03), except for benzene in ASG-1 at 5 feet bgs (13 micrograms per cubic meter <br /> [µg/m3])and chloroform in sub-slab sample Sub-2(7.2 µg/m3). <br /> Benzene, toluene, ethyl benzene and xylenes (BTEX) were detected in both ASG-1 and ASG-2 at 5 feet <br /> bgs, with concentrations decreasing towards the west (opposite direction from Grant Street and the <br /> adjoining motor vehicle repair complex to the east). It is likely the that automotive complex is the source <br /> of BTEX contamination in soil gas. For this reason, Condor compared the benzene concentrations to the <br /> State Water Resources Control Board's(State Water Board)Low-Threat Underground Storage Tank Case <br /> Closure Policy's (LTCP, 2012) no bioattenuation zone soil gas criteria to evaluate the human health risk <br /> associated with benzene for future occupants at the Site. Assuming no bioattenuation is applicable to Site <br /> conditions (the more conservative assumption),the screening level for benzene is 85 µg/m3 for residential <br /> use,which is above the highest concentration of benzene at 13 µg/m3. <br /> Chloroform in the Sub-2 sub-slab soil gas sample (7.2 µg/m3) exceeds the calculated soil vapor screening <br /> level of 4.0 µg/m3. It is Condor's opinion that it is unlikely that the chloroform in soil gas at the Site poses <br /> ii <br /> R <br /> /► CONDOR <br />