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Site Background Information: Den's Auto Repair <br /> Page 2 of 8 <br /> A search of the SWRCB's GeoTracker database listed two destroyed City of Stockton wells, <br /> formerly located approximately 1,000 feet northwest of the site(Table 1;Figure 3).Also,in addition <br /> to the Den's Auto site,site th mgnitoi and/or remediation wells were to ated within 2,000 feet <br /> of the Den's Auto site Table 1; Figure 3). <br /> On 17 October 2006,AGE representatives performed a site reconnaissance for visually observable <br /> potential sensitive receptors located within an approximately 2,000-foot radius of the site; one <br /> industrial well was located at 817 South Center Street. No other visible potential receptors were <br /> noted during the reconnaissance. <br /> UNDERGROUND STORAGE TANK REMOVAL <br /> n 25 and 26 May 1995, four underground storage to s (USTs) and their associated piping were <br /> r owed from the site by Valley Environmental So uA (VES) of Stockton, California.-One <br /> Ili 8,000-gallon eaded gasoline UST,one 7,000-gallon u "Feed gasoline UST,and one 5,000-gallon <br /> �� unleaded gasoline UST were removed from a large excavation north of the repair facility building; <br /> ^ a single 500-gallon waste oil UST was removed from an excavation locatedonthe south side of the <br /> 'U <br /> building(Figure 2). <br /> Upon removal of the USTs, soil samples were collected from beneath each UST, the piping areas, <br /> and the excavated soil.Total petroleum hydrocarbons quantified as gasoline(TPH-g)were detected <br /> in the soil samples at concentrations as high as 9,100 milligrams per kilogram (mg/kg) in sample <br /> TK3-N, collected from the northernboundary of the property. <br /> PREVIOUS SITE ASSESSMENT <br /> On 23 June 1997 three soil probe borings (B-1through B-3) were advanced at the site. Three <br /> additional soil borings(B-4 through B-6)were advanced and completed as ground water monitoring <br /> wells on 08 to 11 September 1997; boring B-4 (MW-1) was advanced at the western edge of the <br /> station parking lot,boring B-5 (MW-2)was advanced at the north end of the driveway entrance to <br /> the parking lot, and boring B-6 (MW-3) was advanced at the eastern edge of the.parking lot. <br /> Analytical results of soil samples collected from the soil borings are summarized on Tables A 1 and <br /> A2; indicated that: . <br /> • Hydrocarbon-impacted soil was present in the vadose zone below the former UST location, <br /> within the saturated zone in the vicinity of the newly installed well MW-1, and distributed <br /> in the capillary zone. Soil encountered at 35 feet bsg in the boring established for well MW-1 <br /> was not impacted by detectable concentrations of petroleum hydrocarbons, while soil at <br /> depths between-43feet and-70 feet-bsg was impacted-by petroleum-hydrocarbons.---- ----.�- --------!, <br /> Advanced Geo Environmental,Inc. <br /> I <br />