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CLEARWATER <br /> • R O P <br /> En in <br /> veranrnlal Snwces <br /> accordance with the procedures detailed in the approved workplan Wells MW-9 through MW-12 were <br /> constructed using two-mch diameter schedule 40 PVC well casing materials The wells were completed <br /> at 65 feet bgs and screened from the completed depth to 40 feet bgs to allow for water table fluctuation <br /> The well construction logs are presented with the boring logs in Appendix B Soil boring, well <br /> installation, and well development protocols are presented in Appendix A <br /> Well Development, Surveying and Groundwater Sampling <br /> The top of PVC well casing for each new well was tied into the existing well survey datum on June 7 and <br /> June 8, 2001 The wells were developed until parameters had stabilized and the wells recharged to <br /> 85% Well development data sheets are presented in Appendix C <br /> Groundwater samples were collected from the new well and each existing monitoring well on June 7 and <br /> June 8, 2001 Groundwater sampling was conducted in accordance with the attached protocols <br /> (Appendix A) The samples were analyzed for concentrations of TPH-G by EPA Method 8015 and for <br /> BTEX and MTBE using EPA Method 8020 The water samples were analyzed by Entech Analytical, a <br /> DOHS certified ELAP laboratory located in Sunnyvale, CA <br /> The new wells were surveyed into the existing wells on June 8, 2001 to incorporate them into the <br /> groundwater monitoring program and to establish accurate and current groundwater elevation and flow <br /> direction data <br /> Results of the Site Investigation <br /> The results of the investigative tasks described in the preceding section of this letter report are <br /> discussed as follows <br /> Soil Sampling - Chemical Testing Results <br /> As mentioned above, soil samples were selected for laboratory analysis based on field screening and <br /> significant changes in lithology and analyzed for TPH-G, BTEX and MTBE by EPA Method 8260 The <br /> samples selected for laboratory analysis are indicated on Table 1 The samples collected from all of the <br /> borings indicated soils free of detectable levels of hydrocarbons or only very low levels The maximum <br /> concentration of TPH-G detected in any soil sample was measured at 1,100 mg/kg in MW-10 at 40 feet <br /> bgs Concentrations of TPH-G did not exceed 20 mg/kg in samples collected from MW-9 or MW-11 <br /> Benzene was measured at a maximum concentration of 15 mg/kg in MW-12 at 60 feet bgs Concentrations <br /> Page 5 <br />