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• In July 1989, EA drilled three soil borings on site {SB-5 through SB-7) In <br /> August 1990, EA also drilled and installed wells MW-6, MW-7, and MW-8 in the <br /> vicinities of wells MW-3, MW-4, and MW-5, respectively, because the latter went <br /> dry (Figure 2) Soil sampling analytical results are summarized in Table 5 <br />' In 1990 EVAX Technologies{EVAX} of Sacramento, California, conducted another <br />' soil vapor survey The results of the survey indicated up to 19,000 ppm of volatile <br /> hydrocarbons beneath the former UST basin <br /> • EVAX operated a soil vapor extraction system on the site from March through <br />' December 1991 An estimated 1439 pounds of petroleum hydrocarbons including <br /> 60 pounds of benzene were removed from the subsurface <br />' The depth to groundwater beneath the site has increased from a depth of <br /> approximately 47 feet in 1987 to 60 feet in September 1992 The wells have been <br />' sampled periodically since 1986 Analytical results of groundwater samples from <br /> the wells have not indicated the presence of petroleum hydrocarbons since June <br /> 1991 <br /> 4 0 REMEDIATION CONFIRMATION SOIL BORINGS <br /> In November 1992, EA submitted a workplan, Work Plan For Soil Sampling, Former <br /> Exxon Retail Site 7-1050, 909 West Hammer Lane, Stockton, California, to the San <br /> Joaquin County Environmental Health Department to drill and sample three soil borings <br /> to assess the effectiveness of the vapor extraction system The workplan was approved <br /> and Aegis was contracted by Exxon to install the borings <br /> On June 3, 1993, Aegis drilled three soil borings, SB-8, SB-9, and SB-10 (Figure 2) to <br />' confirm soil remediation The locations of the soil borings were based on a) previous soil <br /> sampling locations, b) EA's workplan, and c) input by the San Joaquin County <br /> Environmental Health Department (SJCEHD) These locations represent what was <br /> Iconsidered by the SJCEHD as the area most impacted by the leaking UST system <br /> I4.1 Sod Borings <br /> The three soil borings were drilled using 8-inch diameter, hollow-stem augers following <br /> Aegis' Standard Operating Procedures (SOP) included as Appendix A The borings were <br /> drilled to the first occurrence of groundwater, typically 58 feet Soil samples were <br /> collected at 5-foot intervals in each boring To fully characterize the soil, all samples (36) <br /> collected were submitted for laboratory analysis Boring logs are included in Appendix B <br /> 93 0056 QMR 2 <br />