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Site History <br /> 14000 Highway 88, Lockeford CA <br /> • Time Oil Property No 04-049 <br /> proposed Investigation was to completely define the lateral extent of Impacted soils at the subject site Site <br /> assessment activities proposed to meet the project goals Included <br /> 1 Advancing 4 borings to a depth of 40 feet(or to 10 feet past any indications of contamination) <br /> 2 Collecting soil samples from each boring at 5-foot intervals and submitting them for analyses based <br /> on visual observation and field instrumentation readings <br /> 3 Installing two 2-Inch diameter vapor extraction inlet wells use in a future remediation system <br /> Authorization to proceed with the assessment was received from the PHSIEHD on November 26, 1993 <br /> Additional Soil Investigation- December 19993 <br /> On December 2 and 3, 1993, a mobile drill rig was used to advance three soil borings and install two vapor <br /> extraction wells in the vicinity of the former tank system During field activities, soils were found to consist of <br /> fine silty sands, sandy silts, or clayey silts to approximately 15 feet below ground surface, this strata was <br /> underlain by fine to coarse sands to a depth of approximately 30 feet Clayey silt was generally encountered <br /> at 30 feet to 35 feet, while fine to coarse sands were encountered from 35 feet to the extent of the borings <br /> Groundwater was not encountered during field activities <br /> Barings SB-6 and SB-7 were advanced to a depth of 41 5 feet below ground surface, while SB-9 was <br /> advanced to 56 5 feet Wells W-7 and W-8 were installed to a total depth of 56 6 feet, and constructed with <br /> 2-inch diameter PVC casing and 0 020 inch slotted well screen Both wells were screened from a depth of 25 <br /> feet below ground surface to the extent of the wells <br /> Based on visual Inspection and field Instrumentation, 3 to 4 soil samples from each boring were submitted to <br /> a laboratory and analyzed for TPH-g and BTEX One sample from each boring was also analyzed for total <br /> lead and EDB None of the soil samples were found to contain detectable concentrations of TPH-g, with the <br /> exception of those collected from W-8 (7,900 ppm at 20 feet, 1,400 ppm at 45 feet, and 1,700 ppm at 55 <br /> feet) Toluene (up to 120 ppm), ethylbenzene (up to 110 ppm), and xylenes (up to 700 ppm) were also <br /> present in the samples collected from W-8 Residual concentrations of BTEX and total lead were present in <br /> several samples collected from SB-7, W-7(SB-8), and SB-9, however, these did not appear to be present at <br /> concentrations of concern EDB was not indicated in any of the samples <br /> A copy of SECOR's "Environmental Site Assessment Report" dated June 14, 1994, was forwarded to the <br /> appropriate regulatory agencies on June 22, 1994 In their reply dated July 7, 1994, the PHSIEHD agreed <br /> with the conclusions of the report and requested that a workplan for the installation of additional soil borings <br /> and/or vapor extraction wells be submitted <br /> Workplan for Additional Soil Investigation-August 4 <br /> Based on the data collected during previous investigations, it appeared that the lateral extent of hydrocarbon- <br /> impacted soil had been defined to the northwest(by W-5 and SB-6), west(by SB-4), southwest(by S13-7 and <br /> W-7), south (by W-6), and east(by SB-9)of the former tank system However, it was not defined to the north <br /> and northeast On August 30, 1994, SECOR's "Workplan for Additional Environmental Investigation" was <br /> forwarded to the appropriate regulatory agencies The workplan proposed these activities <br /> 1 Three borings would be advanced to a depth of 65 feet (or to 10 feet past any indications of <br /> is contamination) <br /> 3 <br />