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Workplan for Additional Assessment <br /> 49 South Wilson Way <br /> May 4, 1998 <br /> Page 2 <br /> • The government records research indicated that a Texaco gasoline service <br /> station currently located adjacent,on the southwest corner of the intersection, <br /> is identified as a leaking underground storage tank(LUST) site. <br /> Phase II Subsurface Investigation <br /> A Phase II Subsurface Investigation was performed by Building Analytics in <br /> February 1996,to further investigate the potential of an-environmental impact by the <br /> former on-site gasoline service station. Soil samples were collected from five <br /> Geoprobe borings at depths of up to 25 feet below ground surface (bgs). All soil <br /> samples revealed non-detectable concentrations for total petroleum hydrocarbons as <br /> gasoline and diesel (TPH-g and TPH-d) and benzene, toluene, ethylbenzene and <br /> xylenes (BTEX). Total recoverable petroleum hydrocarbons (TRPHs) were found <br /> at concentrations ranging from ten parts per million(ppm) to 31 ppm, which is well <br /> below the Maximum Contaminant Level (MCL) of 100 ppm as set forth by the <br /> Regional Water Quality Control Board(RWQCB). <br /> Based on the above-mentioned analytical results, it was concluded that the on-site <br /> soil contamination,although below regulatory action levels,was likely caused by the <br /> spilling of waste oil and motor oil at the former on-site gasoline service station. <br /> There was no indication of diesel or gasoline contamination. Groundwater was <br /> expected at a depth of approximately 60 feet bgs, and was not sampled during this <br /> subsurface investigation. <br /> February 1997, Follow-up Phase II Subsurface Investigation, <br /> Building Analytics completed a Follow-up Phase II Subsurface Investigation in <br /> February 1997, which included the installation of three monitoring wells. The <br /> following is..a summary of the findings from the expanded investigation: <br /> • The groundwater flow direction appears 'to be to the northeast, with a <br /> hydraulic gradient of 0.0025; <br /> • TPH-g at levels up to 1,300 ppm, and benzene at levels up to 0.39 ppm, <br /> were detected in the soil samples collected from Boring B2, at depths <br /> between 35 and 55 feet bgs; _ <br /> • TPH-g and BTEX were not reported in the groundwater samples collected <br /> from MW-1 or MW-3; <br /> • Benzene was not reported in the groundwater sample collected from MW-2; <br /> • TPH-g (1.6 ppm), ethylbenzene (120 ppm) and xylenes (370 ppm) were <br /> reported in the groundwater sample collected from MW-2; and <br /> • Methyl-tert-butyl ether (MTBE) was not reported in any of the soil or <br /> groundwater samples collected. <br /> 2 198075-WFB Stockton.workplan <br />