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February 14, 1997 <br /> Page 7 <br /> data including influent concentrations, flow rates and the opei ating time is presented in r <br /> the table included in Attachment A <br /> The calculations for determining TPPH-g mass in soil and groundwater utilized soil <br /> boring and analytical data to estimate the aerial extent of the hydrocarbon plume Aver- <br /> age concentrations were applied to distinct cross sectional areas in order to arrive at the <br /> total hydrocarbon mass both prior to and after SVE treatment Figures 3 through 5 <br /> depict soil conditions beneath the site prior to operation of the SVE system (November <br /> 1990 - November 1992) Figures 6 through 8 depict these conditions after the operation <br /> of the SVE system Well construction details are presented on the boring logs included <br /> in Attachment C Calculations for determining the TPPH-g mass in soil before and after <br /> k the operation of the SVE system are presented as Attachment A Details of the <br /> methodology used to calculate the volume and estimate average concentration of the <br /> remaining soil contamination are also presented in Attachment A <br /> In their letter dated November 26, 1996 the SJCEHD commented that the i epos t failed <br /> to include the June 1-2, 1995 sample's TCLP, organic. carbon and dry hulk density <br /> 7 esulls which ranged from 2 35 to 1 17 g/cm 3 Actually, when calculating the estimates <br /> of sail contaminants an average sail dewsioi of 120 lbs/ft'was used The above <br /> mentioned data was inadvertently omitted and presented in this report as Table 3 The <br /> arithmetic average dry bulk density presented on Table 3 is 1 6 glcm' (1001b/ft') <br /> Concentrations of TPPH-g tend to reside in sandy to clayey silt, or silty sandy clay The <br /> average bulk density calculated from representative values in Table 3 is 112 lb/ft' This <br /> is in agreement with published values for the density of silt and stiff clay which range <br /> from 100 to 135 and 105 to 130 lb/ft3 respectively (Engineering Geology, Matheson, <br /> 1981, p 12) Therefore PACIFIC used a soil density of 120 lb/ft' for calculating a <br /> conservative estimate'of remaining petroleum hydrocarbons in soil <br /> RESIDUAL PETROLEUM HYDROCARBONS IN SOIL <br /> Currently, residual petroleum hydrocarbons in soil occur below and northeast of the <br /> former UST cluster (installed in 1984) and adjacent product island The vertical and ' <br /> lateral extent of petroleum hydrocarbons remaining in soil are shown on Figures 6 <br /> through 8 These hydrocarbon-affected soils occur in what can be described as two <br /> localized vertical soil columns Hydrocarbon-impacted soils in these two vertical soil <br /> columns occur from a depth of approximately 15 to 50 feet bgs The horizontal extent <br /> of hydrocarbon-affected soils within these soil columns occur primarily within a range of <br /> 5 to 10 feet, with occasional thin zones that extend horizontally an additional 10 feet <br /> from the soil column These soil columns occur within vadose zone soils, soils within <br /> the capillary fringe and zone of groundwater fluctuation, and currently saturated soils <br /> The estimated mass of petroleum hydrocarbons remaining in place is approximately <br /> 3201337B1CL,oSiiRE3 <br />