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C+e <br /> WCCOUnt. Also, Bt is assumed tha$ the regional groundwater gradient flow is <br /> assumed to be in the direction of the nearest supply well. This wou9d u0so <br /> fend to overestimate the likelihood of contaminants reaching the well. <br /> CD.© P3VD0IUUE 04OQ� C»'Q�� G �Oa�M <br /> I� 0M 3001 <br /> Me fotao mass of gasoline (TPHg) and benzene in soil is Based upon ca <br /> volume weighted average of contaminants in soil as exhibited in the <br /> concentration contour cross sections (See Azures 4 cand 5 gor cross secenanz o� <br /> 4PHO cond L-anzene conours to so59 �ppmj, respe¢�ibe9y). `i°he <br /> total mass calculation was based upon the average dry density multiplied by <br /> the average chemical concentration between concentration contours <br /> multiplied by the volume within a cylinder. <br /> Average dray density (site specific data) = T.85 g/cm(cm)cm = 52.x} Ing/f$(ft)ft <br /> Gnaample: Volume of cylinder (nrrh) = 3.T 4 (TO f$X 10 ft) 6 ft = 9,884 cubic ft <br /> 1,884 cubic ft X 52.4 Kg/cubic ft = 98,722 Kg of soil within cylinder <br /> Volume of soil has can average concentration of 2.0 ppm benzene <br /> 98,722 (fig N 2.0 mg/Kg = 197A4-4 Doug = 9 97 Kg (mass of benzene) <br /> The mass of each cylindrical volume with an assigned average chemical <br /> concenv ration was then summed to obtain the overall mass. 'rhe total mass of IrPmg <br /> in soil = 67 8T 2 kilograms and the wall mass of benzene in soil = 895 kilograms. <br /> Yhese waff Mass 708Ue$ have been jpraygdled, ant Phe Gfeadoaa®d @c aard!'s request' <br /> however Phenr redeyanna:e go ME fprD§eCq has -flag been defin a aftdJ by Board sftff. <br /> 7.0 COMCILUBOOMS <br /> Gasoline constituents were not identified in soil from a depth of 60 to 100 <br /> feet bgs. Gasoline constituents were not leachable to groundwater from a <br /> depth of 60 to 100 feet bgs. An 18 foot thick silt layer between 42 and 60 <br /> feet bgs appears to preventing the vertical migration of contaminants to <br /> groundwater. The 4.3 ppb identified in groundwater may be from leaching <br /> through the vertical soil profile via another migratory pathway, by cross <br /> contamination of the bailer during its decent down the center of the hollow- <br /> stem auger, or by vapor phase migration. Regardless of the concentrations <br /> identified, an estimation of the length of time at which benzene in <br /> groundwater at the site could reach the nearest supply well would be 205 <br /> years. <br /> 8.0 REC0NMEMDDQ4lOMS <br /> Close the site with respect to the hydrocarbon contamination associates) with <br /> p y <br /> the former underground storage tanks. <br />