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Petroleum hydrocarbon constituents have been detected above method detection limits at any time <br /> during the groundwater sampling program The historical analytical results of groundwater samples <br /> ' collected from well MW 1 are summarized in Table 2 <br /> ' 4.0 EXISTING CONDMONS <br /> 41 Soil <br /> Soils beneath the site are fine grained, consisting of clays and silts with some silty sand Residual soil <br /> S' g Y <br /> contamination remains beneath the facility building and sidewalk Analytical data indicates residual <br /> ' impacted soils occupy a lateral semi-circular configuration with an estimated maximum radius of <br /> approximately 12 to 14 feet from the northern extent of the former excavation Sample F (SP-NW- <br /> ' 5 5'-W), which contained significant levels of petroleum hydrocarbons, was collected prior to removal <br /> of the product vent lines The lines were removed during the excavation and an additional two feet <br /> from the north wall was excavated, effectively removing a significant portion of contaminated soil in <br /> the viciruty of Sample F No soil contamination was apparent below the layer of fat clay <br /> (approximately 10 feet below grade) based upon field observations, PID readings, and analytical <br /> results The zone of vertical impaction appears to exist primarily between depths of approximately <br /> ' three to eight feet below grade <br /> The calculated mass and volumes of petroleum hydrocarbon constituents are summarized below <br /> (RESNA, June 1994) <br /> Total Mass of TPHg beneath facility=241 lbs <br /> ' Total Mass of TPHd beneath facility= 195 lbs <br /> Total Mass of benzene beneath facility=0 14 lbs <br /> Total Mass of toluene beneath facility=8 5 lbs <br /> Total Mass of ethylbenzene beneath facility= 8 7 lbs <br /> Total Mass of xylenes beneath facility=30 lbs <br /> ' This residual soil contamination is estimated to occupy an area of approximately 300 to 350 square feet <br /> between the depths of three and eight feet below grade The volume of contaminated soil is estimated <br /> 1 at a maximum of approximately 56 to 65 cubic yards, containing an estimated 241 pounds(36 gallons) <br /> of gasoline range hydrocarbons and 195 pounds (28 gallons) of diesel range hydrocarbons These <br /> conservative totals were estimated as "worst case scenario" and are likely higher than actual conditions <br /> due to an overlap of gasoline and diesel hydrocarbons reported by the laboratory (diesel values <br /> consisted of "non-diesel mix + discrete peaks") In addition, the estimates assume a uniformly <br /> impacted area between three(the depth of the reported leak) and eight feet in depth (the depth of PID <br /> readings of zero) The actual affected area (and thus, the mass of contaminants) could be significantly <br /> less than our estimates The affected area is covered with concrete Rainwater cannot leach into the <br /> soil of this area The presence of fat clay from approximately 7 to 10 feet below grade further reduces <br /> the potential for vertical migration of residual contaminants <br /> w 194368\mWrU\sesot1 doc 4 <br /> Sion <br /> 1 <br />