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As in previous site investigations, sods were found to consist of fine to medium sands to a depth of <br /> approximately 15 feet This strata was underlain by clay Because previous investigations indicated that <br /> the clay unit may be acting as an aquitard, all Geoprobe points were discontinued at a depth of 15 feet to <br /> 16 feet below ground surface to prevent possible impacts to groundwater Figure 2 in the attached report <br /> includes Geoprobe point locations and Appendix A contains sod boring logs <br /> Samples collected from each probe location at depths of 4 5 - 5 feet bgs, 9 5 - 10 feet bgs, and 14 5 - 15 <br /> feet bgs were analyzed for TPH-g and benzene, toluene, ethylbenzene, and xylenes (BTEX) <br /> Additionally, samples collected from the bottom of each Geoprobe location were analyzed for total <br /> organic carbon (TOC) Samples collected from GP-3 were also analyzed for gasoline-utilizing bacteria. <br /> BTEX-utilizing bacteria, and total heterotrophic bacteria (THS) to confirm that intrinsic bioremediation is <br /> occurring Analyses identified low concentrations of hydrocarbons in the sod samples collected from GP- <br /> 1 at 9 5 - 10 feet bgs (116 ppm gasoline, 1 23 ppm ethylbenzene, and 6 71 ppm xylenes), GP-1 at 14 5 - <br /> 15 feet bgs (159 ppm gasoline, 0 282 ppm ethylbenzene, and 1 08 ppm xylenes), GP-2 at 9 5 - 10 feet <br /> bgs (77 9 ppm gasoline and 0 246 ppm xylenes), and GP-2 at 14 5 - 15 feet bgs (242 ppm gasoline, <br /> 0 341 ppm ethylbenzene, and 1 60 ppm xylenes) None of the other samples contained detectable <br /> concentrations of hydrocarbons Samples analyzed for TOC were found to contain concentrations <br /> ranging from 170 ppm to 2,000 ppm Following 20 days of incubation, bacterial counts for the samples <br /> collected from GP-3 ranged from 3 5 X 106 to 4 6 X 107 colony forming units per gram of soil for <br /> gasoline-utilizing bacteria, 4 1 X 106 to 4 7 X 107 colony forming units per gram of soil for THB, and 3 4 <br /> X 106 to 5 3 X 106 colony forming units per gram of sod for BTEX-utilizing bacteria Analytical results are <br /> summarized on Tables 1 and 2 of the attached report and laboratory reports are contained in Appendices <br /> Band C <br /> It is Time's understanding, that the PHS/EHD may wish to do some soil transport modeling to determine <br /> if the remaining hydrocarbons may impact groundwater beneath the site Accordingly, samples collected <br /> from each distinct soil strata in GP-1 (1 5 feet bgs (finer-grained sand), 12 feet bgs (coarser-grained <br /> sand), and 15 5 feet bgs (clay)) were analyzed for air permeability, total porosity, coarse grain size <br /> analysis, bulk density, and moisture content The results of theses analyses are included in Appendix C <br /> of SECOR's report <br /> Conclusions <br /> Analyses suggest that only minor concentrations of hydrocarbons remain in very limited areas beneath <br /> the subject site When compared to concentrations observed during previous investigations, it appears <br /> as though there has been a general decrease in hydrocarbon concentrations remaining in soils <br /> Additionally, plate counts suggest that sufficient populations of hydrocarbon-utilizing bacteria and total <br /> heterotrophic bacteria are present in the site's soils to support intrinsic boattenuation of the sod impacts <br /> Future Site Activities <br /> Time requests that the PHS/EHD consider site closure based on the following <br /> 1 The extent of soil impacts at the subject site is limited and well defined, and concentrations observed <br /> during the Geoprobe survey are generally lower than those observed in samples collected from <br /> similar areas during previous site investigations <br /> 2 Benzene was not present in any of the soil samples collected during the Geoprobe investigation <br /> I <br /> 3 Sufficient bacterial populations exist in the site's soils to biodegrade the remaining hydrocarbons <br /> 4 The potential for vertical migration of the remaining hydrocarbons is limited, as the site is covered <br /> • with asphalt and a lens of clay is present over the top of the first-encountered groundwater These <br /> site conditions also limit the potential for exposure to the impacted soils <br />