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Sampling and Analysis Plan for <br /> Phase II Environmental Site Assessment <br /> South Pointe Property: 701, 705, 833, 855 West Weber Avenue <br /> Stockton, California <br /> Background <br /> May 17, 2021 <br /> The distribution of elevated concentrations of OCPs and lead in shallow soils was observed to be non- <br /> uniform, with elevated concentrations generally observed at various depths between ground surface and <br /> 5 ft bgs. WKA attributed this condition to mixing of surface soils with building demolition debris during <br /> previous building demolition and site grading activities. This is supported by field observations whereby <br /> unconsolidated building debris was found to be mixed with apparently native soils in the upper 5 ft bgs <br /> across the site. Several areas were identified where OCPs and/or lead extend deeper than 5 ft bgs, and <br /> as deep as 9 ft bgs. Based on these data, WKA developed a conceptual remediation plan for the site, <br /> which is illustrated on WKA Figure 7, included in Appendix A. This figure illustrates portions of the site <br /> (and the adjacent Promenade property)where COCs in soil exceeded then-current risk-based screening <br /> criteria. Summary data tables produced by WKA are also included in Appendix A; however, please note <br /> that Stantec has edited the tables to compare data against current screening criteria (DTSC Screening <br /> Levels [SLs], June 2020). For compounds with no established SLs, Stantec has substituted USEPA <br /> Regional Screening Levels (RSLs). Concentrations of COCs that exceed screening criteria are <br /> highlighted in yellow on the tables included in Appendix A. <br /> Based on review of the 2008 investigation report, sampling was performed using standard and <br /> appropriate methods, samples were collected into laboratory-supplied containers, and chemical analyses <br /> were performed using appropriate USEPA-approved analytical methods by an accredited analytical <br /> laboratory. The 2007 data set is therefore considered to be of sufficient quality for reliance as a basis for <br /> scoping additional assessment activities. Maximum detected concentrations of each analyte, and <br /> pertinent risk-based screening criteria, are summarized in Table 2-1 below. <br /> Table 2-1 <br /> Maximum Detected Concentrations of Constituents of Concern <br /> Soil Matrix <br /> Analytical Parameter Laboratory <br /> (Contaminants of Analytical Results Regulatory Limit(specify) <br /> Concern) (units) <br /> Motor oil 920 mg/kg 12,000 (Residential ESL) <br /> Acetone 170 pg/kg 6.1E+07 pg/kg (Residential RSL) <br /> Methylene Chloride 10 pg/kg 2.2 pg/kg (Residential SL) <br /> Anthracene 2,300 pg/kg 17,000 pg/kg (Residential SL) <br /> Benzo(a)anthracene 1,100 pg/kg 1,100 pg/kg (Residential SL) <br /> Benzo(a)perylene 560 pg/kg Not Established <br /> Benzo(b)fluoranthene 2,200 pg/kg 1,100 pg/kg (Residential SL) <br /> Benzo(a)pyrene 1,600 pg/kg 110 pg/kg (Residential SL) <br /> �1 Project No.: 185704833.5.3&5.4 2.4 <br />