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� ' I <br /> . 31 August 1995 <br /> ' AGE-NC Project No 95-0151 <br /> Page 3 of 4 <br /> ' composited at a 2-to-I ratio for analysis Each composrted sample was analyzed for TPH-g and <br /> BTE&X Low concentrations of TPH-g and BTE&X were detected in two composrted samples <br /> Analytical results are included in Table 2 The laboratory report and chain-of-custody are included <br /> ' in Appendix C <br /> On 5 June 1995, representatives of AGE collected four additional samples from the stockpiled soil <br /> Once again, the samples were transported to MAI and composrted for analysis TPH-g and xylenes <br /> were detected in one composite sample at concentrations of 3 0 and 0 015 ppm, respectively The <br /> ' laboratory report and chain-of-custody is included in Appendix C <br /> ' 34 WELL SURVEY <br /> In accordance with Tn-Regional Board Appendix B guidelines for the closure of UST site, AGE <br /> performed a survey of wells within 2,000 feet of the site <br /> Neither the California Water Service (CWS) nor the City of Stockton maintains wells near the site <br /> The nearest well, maintained by CWS, is located at the corner of Sonora Avenue and Laurel Street, <br /> approximately one mile southwest of the subject site <br /> ' 4 0. CONCLUSIONS AND RECOMMENDATIONS <br /> ' 41 FORMER UNDERGROUND STORAGE TANK AREA <br /> The analytical results of soil samples collected from the excavation on 11 August 1994 do not <br /> ' indicated the presence of hydrocarbon-impacted soils in the area of the former USTs We recommend <br /> a site closure for the property <br /> 42 STOCKPILED SOIL <br /> ' The most recent sampling of the impacted stockpiled soil indicates that very low concentrations of <br /> TPH-g and xylenes are present in the southern portion of the stockpile However, the stockpile has <br /> ' been aerating since the sampling was performed in June 1995 It is unlikely that any hydrocarbons <br /> remain in the stockpiled soil We recommend that the soil be distributed throughout the property <br /> I ' <br /> i <br /> i <br /> i <br />