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�,. The completed borings were backfilled to the ground surface with neat cement grout. No soil <br /> cuttings were generated. All down-hole drilling and sampling equipment was decontaminated by <br /> washing with a laboratory grade detergent and rinsing with water. Rinseate collected from <br /> decontamination procedures was disposed of via evaporation on the asphalt surface within the <br /> confines of the investigation area. Soil and groundwater samples were submitted under chain of <br /> custody procedures to Argon Laboratories for analysis. <br /> 4.0 RESULTS OF MVESTIGATION <br /> 4.1 Subsurface Conditions <br /> The uppermost 16 feet of the soil column in each of the borings consisted of silts and clays. In <br /> boring SB3 these fine-grained materials were underlain by clayey sand from a depth of <br /> approximately 18 feet to total depth of 31 feet. In boring SB4/SB4A clays and silts extended to a <br /> depth of approximately 28 feet where poorly graded sand was encountered and persisted to total <br /> depth of 51 feet. <br /> No petroleum odors or discoloration were noted in the samples collected from borings SBI through <br /> SB3 and SB5 through SBS. FID readings from these samples ranged from non-detectable levels to <br /> 1 part per million(ppm). <br /> Petroleum hydrocarbon odors characterized as slight were observed in samples collected from <br /> boring SB4/SB4A from the surface to a depth of approximately 40 feet. Within this interval, odors <br /> �.r were characterized as moderate between approximately 15 and 20 feet. SB4/SB4A had elevated <br /> readings on the FID,which ranged from a maximum of 500 ppm at 14-16 feet bgs to a minimum of <br /> 30 ppm at 40 feet, Below 40 feet FID readings were zero. <br /> 4.2 Laboratory Analysis <br /> Selected soil samples were analyzed for total petroleum hydrocarbons as gasoline(TPHg) and total <br /> petroleum hydrocarbons as diesel (TPHd) using EPA method 8015 modified. Benzene, toluene, <br /> ethylbenzene and xylenes (BTEX), methyl-cert-butyl ether (MTBE) and gasoline oxygenate <br /> additives were analyzed using EPA methods 8020 and 8260, respectively. Groundwater was <br /> analyzed for TPHg, TPHd, BTEX, MTBE and gasoline oxygenate additives by the methods listed <br /> above. <br /> 4.3 Sail Analytical Results <br /> The only soil sample with detectable contamination was collected from boring SB4 at a depth of <br /> approximately 15 feet bgs. This sample contained concentrations of TPHg and TPHd at 1.3 and <br /> 1,100 ppm, respectively. However, non-detectable levels were indicated for BTEX and gasoline <br /> oxygenate additives. In addition, it should be noted that the TPHg chromatogram did not snatch the <br /> typical gasoline pattern. Analytical results of soil samples are summarized in Table 1. Laboratory <br /> reports and chain of custody documentation are included in Attachment B <br /> woolrrydwtcAmporbUwnmmy-d= 4 <br />