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RKSMA <br /> Working To Restore Nature <br /> Additional Subsurface Soil Characterization <br /> On November 16, 1993, RESNA advanced three hand augured borings in the northern vicinity <br /> of the underground gasoline product line as depicted on Figure 2. Two soil borings (SBI, SB2) <br /> were located within the existing concrete walkway and one boring (SB3) was located within the <br /> concrete floor of the prisoner bay entrance. Soil borings SBI and SB2 were advanced to <br /> approximate depths of 10 and 11 feet below grade, respectively. Boring SB3 was advanced to <br /> a depth of approximately 8.5 feet below rade where auger refusal was encountered. <br /> Groundwater was not encountered during drilling activities. <br /> Soil Sampling <br /> Six soil samples (two from each boring) were collected at various depths (Table 1) utilizing a <br /> drive sampler with a six-inch brass sleeve insert. Collected samples were sealed at each end <br /> with Teflon sheets and plastic end caps, and placed on ice. Soils were field screened with a <br /> photoionization detection meter (PID) and logged by an experienced geologist. <br /> The samples were submitted to Sequoia Analytical Laboratory and analyzed for benzene, <br /> toluene, ethylbenzene, and xylenes (BTEX), total petroleum hydrocarbons as gasoline (TPHg), <br /> and total petroleum hydrocarbons diesel (TPHd) using appropriate EPA methodologies. <br /> Analytical results for soils are summarized in Table 1. <br /> Drill cuttings produced during the recent site activities were stockpiled at the City Corporation <br /> Yard with previously excavated materials. <br /> SOIL CHARACTERIZATION <br /> Soils encountered beneath the site consist predominately of sand to depths of 2.5 - 3 feet below <br /> ground surface and clay from 2.5 - 3 feet to 11.5 feet below ground surface, the maximum depth <br /> explored during this investigation. No hydrocarbon impacted soils were obvious in soil borings <br /> SBI and SB3 during field activities. However, a petroleum odor in boring SB2 was observed <br /> from approximately 3 to S feet below grade exhibiting a maximum PID measurement of 1,250 <br /> parts per million (ppm). Soil boring logs are included in Attac ment <br /> Laboratory analytical results indicate "TPHd" was present in one or more soil samples collected <br /> from borings SB1 and SB2. However, TPHd chromatogram patterns for the samples collected <br /> from soil boring SBl (SP-SBI-6' and SP-SBI-10') were reported as displaying a non-diesel mix <br /> and discrete peaks indicating a longer chain hydrocarbon other than diesel with a semi-volatile <br /> compound. The TPHd chromatogram pattern for the sample collected at 5 feet below grade in <br /> soil boring SB2 (SP-SB2-5'), reported as a non-diesel mix, exhibited petroleum hydrocarbons <br /> in the gasoline range and the reported TPHd value can be attributed as such. <br /> 0W014MRepoM\LR-20294.FNL 3 <br />