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S . 0 SUBSURFACE LITHOLOGY AND HYDROGEOLOGY <br /> Sediments encountered during drilling generally consisted of sand of <br /> relatively high permeability from beneath the asphalt/concrete surface to <br /> approximately 18-feet bgs, followed by predominantly low permeability <br /> clayey and silty sediments from approximately 18-feet bgs t o <br /> approximately 35-feet bgs Below 35-feet bgs lies sediments with high <br /> permeability until a depth of at least 52-feet bgs is reached Below 52- <br /> feet bgs, the sediment layers become discontinuous with high, medium <br /> and low permeability layers at various depths in different portions of the <br /> site until a depth of 125-feet bgs in reached where a relatively continuous <br /> layer of high permeability sand is encountered The lithology of the new <br /> borings is relatively consistent with the lithology in borings previously <br /> drilled at the site In addition, the lithology described by the CPT is <br /> relatively consistent with geologist's logs Two geologic cross-sections <br /> have been prepared for this site The location of the geologic cross- <br /> sections is shown on Figure 4, and the geologic cross-sections are <br /> presented as Figures 5 and 6 <br />' Groundwater was encountered between 11 5 and 13 5-feet bgs The <br /> boring logs and well construction details are included as Appendix D <br /> 6 . 0 ANALYTICAL RESULTS FOR SOIL <br /> iSoil samples collected from 11 5-feet bgs in borings MW-19, RW-1 and <br /> RW-3, and 110-feet bgs in boring MW-20 were submitted to Kiff <br /> Analytical of Davis, California (ELAP 2236) for analyses These depths <br /> represent the capillary zone in each boring All of the samples were <br /> analyzed for TPH-D by modified EPA Method 8015 and TPH-G, BTEX, <br /> HVOCs, oxygenates and alcohols by EPA Method 8260 The analytical <br /> results are tabulated in Table One A copy of the certified analytical <br /> reports and chain of custody forms are included in Appendix E <br /> The soil sample from 11 5-feet bgs in boring RW-1 contained 200 p p m <br /> TPH-G, 77 ppm TPH-D, 0 008 ppm benzene, 0 86 ppm toluene, 1 0 p p m <br /> ethyl benzene, 7 9 ppm total xylenes and 0 012 ppm MTBE The soil <br /> sample from 11 5-feet bgs in boring RW-3 contained 86 ppm TPH-G, 14 0 <br /> ppm TPH-D, 0 011 ppm toluene, 0 10 ppm ethyl benzene, 0 81 ppm total <br /> xylenes, and 0 0079 ppm MTBE Please note that although hydrocarbon <br /> concentrations were detected in the diesel range in both of these samples, <br /> the laboratory reported that the chromatogram patterns resembled that <br /> • of aged gasoline rather than diesel No hydrocarbons were detected in t h e <br /> Franks One Stop Report — November 2000 <br /> -11- <br />