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I <br /> concentrations of 0.59 milligrams per liter or mg/1 and 0.84 mg/1, respectively. Concentrations <br /> of benzene were detected in groundwater samples collected from monitoring wells MW2, MW3 <br /> and MW4 at concentrations of 9.5 ug/1, 78 ug/l and 430 ug/l, respectively. The groundwater <br /> flow direction was determined to be to the northeast during the June 1993 groundwater sampling <br /> event. <br /> A total of 23 55-gallon drums containing soil cuttings were generated from drilling operations <br /> conducted at the subject site by TMC Environmental, Inc. and McLaren/Hart. The total volume <br /> of soil contained within the drums is calculated to be approximately eight cubic yards. <br /> 2.0 FIELD ACTIVITIES <br /> Mr Michael Collins of San Joaquin County indicated to McLaren Hart that all excavated soil <br /> material which was pushed back into the excavation on top of the bottom layer of black plastic <br /> sheeting would have to be re-excavated and disposed of at an off-site disposal facility, approved <br /> for contaminated soil acceptance, prior to backfilling the excavation. <br /> The following sections describe the field activities associated with the soil characterization <br /> sampling, excavation procedures, utility repairs and backfilling procedures and repaving. All <br /> non-hazardous waste manifests for the transportation and disposal of soil removed from the <br /> excavation and removed from the 22 55-gallon drums are included as Appendix I. Site <br /> photographs are included as Appendix H. <br /> ko <br /> Prior to any field work the Health and Safety Plan was updated to reflect the proposed activities <br /> at the site The Health and Safety Plan included a task risk analysis and an emergency response <br /> plan In addition to the Health and Safety Plan, a utility clearance was conducted by Subtromc <br /> Corporation on November 3, 1992 at the excavation location prior to the November 1992 <br /> drilling activities. A site plan, Figure 2, was generated delineating the excavation, existing <br /> structures and the approximate location of existing underground utilities at the site <br /> 2.1 Characterization Soil Sampling and Analyses <br /> The soil disposal facility, Landfill, required that characterization soil samples be <br /> collected and analyzed from the soil material to be disposed prior to transportation of the soil <br /> to the landfill. The landfill required that an eight-part composite sample be collected for every <br /> 100 cubic yards of soil proposed for disposal and analyzed for benzene, toluene, ethylbenzene <br /> and total xylenes (BTEX) and total petroleum hydrocarbons as gasoline (IPH-G) by the <br /> Cahforma LUF17 Method, for volatile organic compounds (VOCs) by EPA Method 8010 and <br /> for total petroleum hydrocarbons as diesel (TPH-D) by EPA Method 8015 Modified. The <br /> Landfill also requested that an eight-part composite sample be collected for every 500 cubic <br /> yards of soil proposed for disposal and analyzed for the total threshold limit concentrations <br /> (TTLC) of the CAM 17 metals by EPA Method W10/7000 Series. <br /> m121ca2 4 <br />