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3 <br /> Feasibility StudylCorrective Acton Plan <br /> The Drake Properly 26485 Thornton Road Thornton Calsfornia November 26 139fi <br /> concentration of 510 milligrams per kilogram (mglkg equivalent to parts per million, or ppm) Sample T2b, <br /> collected at 9 feet BGS, contained 100 mg/kg of a compound qualified by the laboratory as non-typical <br /> TPH-G Sample SW-1, obtained at 4 feet BGS on the excavation sidewall, contained 4 1 mg/kg TPH-G <br /> Samples were not analyzed for total petroleum hydrocarbons-as-diesel (TPH-D) or motor oii (Wallace- <br /> Kuhl, 1993) <br /> Soil samples collected by Wallace-Kuhl during the November 1993 excavation activities did not contain <br /> benzene concentrations at or above laboratory detection limits (MDLs) All samples collected did not <br /> contain TPH-G, with the exception of sample EX6-7 (28 mg/kg) in addition, samples EX4-7 and EX8-7 <br /> were analyzed for TPH-D and motor oil, these compounds were not detected (Wallace-Kuhl, 1994) <br /> Soil samples collected by Wallace-Kuhl during drilling and installation of monitoring wells MW-1, MW-2 and <br /> MW-3 in November 1993 contained no detectable benzene concentrations Hydrocarbons in the range of <br /> TPH-G, but not typical of TPH-G,were detected only in the sample collected at 10-feet BGS from boring <br /> MW-2 at 39 mg/kg Samples collected at 10-feet BGS from borings MW-1, MW-2 and MW-3 contained no <br /> detectable concentrations of TPH-D or motor old (Wallace-Kuhl, 1994) <br />• Additional soil samples were collected by Groundwater Technology during advancement of soil borings B-1 <br /> through B-10 in February 1995 All of the soil samples submitted to the laboratory for analysts were below <br /> laboratory reporting limits for benzene, toluene, ethylbenzene and total xylenes (BTEX) and TPH-G with the <br /> exception of the 6-foot BGS sample from boring B-3 [ethylbenzene at a concentration of 5 2 micrograms <br /> per liter (pg/L, equivalent to parts per billion, or ppb)] Laboratory analysis detected the presence of a <br /> matrix interferant in several borings, which chromatograph patterns indicated was a heavier-end fuel such <br /> as kerosene or diesel fuel However,TPH-D analysis was not performed on soil or groundwater samples <br /> collected because hydrocarbons in this range have historically not been detected on site, all known <br /> petroleum hydrocarbon sources had already been removed, and diesel had never been stored or <br /> dispensed at the site <br /> Based on the data collected during previous environmental investigation, and data collected during January <br /> and February 1995, it appears that gasoline-range hydrocarbons in soil are concentrated in the area <br /> previously defined by Wallace-Kuhl (Wallace-Kuhl, 1994) However, it appears that other compounds not <br /> specified by the TPH-G analysts may be present in soil near sampling locations B-4, B-5, B-8, B-9 and <br /> B-10, as well as MW-2 MW-3 and the southern former UST area <br /> 24 Results of Groundwater Assessment <br /> Table 2 presents analytical results of groundwater samples collected from the excavated UST pit by <br /> Wallace-Kuhl during June 1993 excavation activities These samples did not contain detectable levels of <br /> benzene, but contained a maximum TPH-G concentration of 2 300 uglL (Wallace-Kuhl, 1993) <br /> 0191 PEA APT(Mmc 15) <br /> r4� <br /> FLUOR DANIEL GTI <br />