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I <br /> AV= <br /> ' Working To Restore Nature <br /> r. 1992, only downgradient well MW-3 has been sampled. No analytes have been detected in any <br /> water sample since July 1992. <br /> 4.0 EXISTING CONDITIONS <br /> 4.1 Soil <br /> f The site is being operated as a cement production plant. Soils beneath the site are fine grained, <br /> consisting of clays and silts. Residual soil contamination remains beneath the equipment storage <br /> r <br /> building. This residual soil contamination is estimated to occupy an area of approximately 685 <br /> square feet between the depths of 7 and 11 feet below grade. The volume of contaminated soil <br /> is estimated at approximately 102 cubic yards, containing an estimated 15.1 pounds (2.2 gallons) <br /> of diesel range hydrocarbons. The affected area is covered with concrete. Rain water cannot <br /> leach into the soil of this area. Table 6 presents volume and mass data for the residual <br /> contaminated soil. <br /> 4.2 Groundwater <br /> Trace levels of hydrocarbon analytes were sporadically detected during the early investigative <br /> --- history of the site, but have not been detected since a majority of the impacted soil was removed <br /> r=l in October 1992. Downgradient well MW3 has been sampled on four occasions subsequent to <br /> -ra the completion of excavation. Petroleum hydrocarbon analytes have not been present at or <br /> above method detection limits in any of these samples (Table 3). <br /> Monitoring and purge logs for the most recent (December 12, 1993) sampling event are included <br /> 'f in Appendix I. Laboratory data sheets and chain of custody documentation for this event are <br /> tf: <br /> r _ <br /> also contained in Appendix I. The December 12, 1993 groundwater gradient of 0.004 ft/ft to <br /> the north-northwest is depicted on Figure 3. <br /> l J OW01951REPORTS1CL012594.PNL 8 <br /> tr; <br />