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3.0 INVESTIGATIVE FINDINGS <br /> 3_1 Site Geology <br /> The alluvial deposits encountered during the site investigations generally consisted of clayey silts, silty <br /> clays, silty sands, and poorly graded sands. Fine grained soil layers consisting of stiff, brown to olive- <br /> brown, silty clays and clayey silts with interbedded dense, tan-brown, silty sands extend to depths of <br /> approximately 60 feet bgs. These fine grained soil layers overly coarser grained soils comprised of <br /> medium dense,cohesionless,fine to medium grained sands to the maximum depth explored of 81.5 feet <br /> bgs. Saturated soils were encountered within this sand unit.A generalized east-west trending geological <br /> cross section is presented as Figure 3. Copies of the boring logs and well completion diagrams are <br /> included in Appendix B. <br /> 3_2 Site H�ogeology <br /> On October 23, 1996, the groundwater depths within the investigation area ranged from <br /> approximately 59.18 to 60.89 feet below the top of well casings, or approximately -38.75 to -38.7 <br /> feet with respect to Mean Sea Level. The direction of groundwater flow was generally to the east <br /> with a gradient of approximately 0.0008 ft/ft. A cumulative summary of the groundwater depth and <br /> elevation measurements is presented on Table 3. Groundwater elevation contours and the <br /> groundwater flow direction and gradient measured on October 23, 1996 are depicted on the <br /> Groundwater Elevation Map- October 1996,Figure 4. <br /> 3_3 Soil Analytical Results <br /> The cumulative soil analytical results are presented on Tables 1 and 2. Soil analytical results for soil <br /> samples obtained from borings VW-1, VW-2, SB-3, MW-1 and MW-6 are further depicted on the <br /> Cross Section A-A',Figure 3. <br /> 3_4 Groundwater Analytical Results <br /> The concentrations of petroleum hydrocarbons in groundwater for the October 1996 sampling event <br /> are summarized on Table 3 and are depicted on Figure 5. <br /> 3_5 Vapor Extraction Pilot Test <br /> Field and laboratory analytical data from the VET is summarized on Table 4. During the VET, an <br /> extraction flowrate of 50 scfm and a vacuum of 48 inches H2O were maintained at extraction well <br /> VW-2. While extracting from well VW-2 at 50 scfm, vacuum responses ranging from 0.2 to 0.7 <br /> inches H2O were observed approximately 28 feet away at well MW-1. Vacuum responses ranged <br /> from 0.3 to 0.4 inches H2O at well VW-1 located approximately 40 feet from extraction well VW-2. <br /> No response was recorded during the VET in well MW-3 located approximately 54 feet from <br /> extraction well VW-2. A TPHg vapor concentration of 101,000 mg/m3 was extracted from well <br /> VW-2. Copies of the laboratory reports and chain-of-custody documentation for the vapor samples <br /> obtained during the VET are presented in Appendix C. <br /> Project No.58100-06-11C -4- December 17,1996 <br />