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}A <br /> �. descriptions free each soil type encountered on the drilling <br /> (Appendix V . <br /> Field analysis of soil samples using the PTA recorded the <br /> organic vapor readings in samples from monitoring well <br /> h;.ghest <br /> borings 1 and 4. Similarly field inspection of samples detected <br /> the strongest product odors from these two wells with slight <br /> odors noted at increasing depths in well borings at greater <br /> distances. <br /> Selected soil samples were laboratory analyzed to determine <br /> -- Benzene, Toluene, Xylene and total volatile hydrocarbon concentr- <br /> ations. Analyses were performed by purge and trap gas chromato- <br /> graphy, EPA Method 5030, with flame ionization detection and <br /> photoionization detection as per EPA Methods 8015 and 8020. The <br /> laboratory test results are presented in Appendix XII. The soil <br /> sample collected at a depth of 19 feet in well bare 3 contained <br /> "` the highest contaminant level= 75 mg/kg (ppm) total volatile <br /> P-0 hydrocarbons. Concentrations far samples from well boxings 9, 2 # <br /> and 4 were 68 ppm (rpt 25 ft. ) , 33 ppm (at 24 ft. ), and 22 ppm (at <br /> 14 ft. ) respectively. ) <br /> GROUNDWATER MONITORING <br /> � Periodic monitoring Of wells at the site has continued <br /> since their initial installations in May 1986 tr,rough August 1986 <br /> r' (Table 1). Groundwater monitoring to determine the presence of <br /> free product and the depth of the liquid interface was conducted <br /> in accordance with Groundwater Technology's Standard Operating <br /> -- Procedure 8 (A},pendix 11 ) . The surveyed well head elevations <br /> and the monitoring data for August 191 1986 allowed the con- . <br /> struction of a groundwater gradient map (Figure 8). water table <br /> w* elevation hydrogravhs for 8 of the groundwater monitoring wells <br /> in the study area were drafted through the August 25, 1986 <br /> monitoring (Appendix TV) . Changes in product thickness with time <br /> 16 <br />