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PRIVILRED & CONFIDENTIAL <br /> • TPH-g and BTEX were not reported in groundwater samples collected from <br /> monitoring wells MW-1 or MW-3; <br /> • TPH-g was reported in the groundwater samples collected from MW-2 and MW-4 <br /> at concentrations of up to 3.4 ppm; <br /> • TPH (Carbon Range C8-C44+) was also reported in the groundwater sample <br /> collected from MW-2, at a concentration of 2.3 ppm; <br /> • Benzene was reported in the groundwater samples collected from MW-2 and MW-4 <br /> at concentrations of 1.2 ppm and 11 ppm, respectively; and <br /> • MTBE was not reported in the soil or groundwater samples collected. <br /> Subsequent to the September 1997 Additional Phase II Subsurface Investigation, the <br /> SJCEHD requested that an additional soil boring be installed down-gradient from <br /> groundwater monitoring wells MW-2 and MW-4. Building Analytics submitted a Work <br /> Plan for the Additional Soil Boring and Quarterly Groundwater Monitoring to the SJCEHD <br /> on May 4, 1997, which was approved with continents on January 20, 1998. Final <br /> approval was issued after the SJCEHD received reports from adjacent LUST sites on July <br /> 20, 1998. <br /> 1 OBJECTIVE AND SCOPE OF WORK <br /> The first objective was to perform an additional assessment of subsurface soil conditions <br /> beneath the subject site to further investigate the potential source of contamination. <br /> The second objective was the further investigation of on-site groundwater conditions to <br /> further assess the extent of the known groundwater contamination. <br /> To accomplish the objectives, Building Analytics performed the following tasks: <br /> a. Submitted a Work Plan and Well Permit to the SJCEHD; <br /> b. Marked the boring location and called Underground Service Alert (USA) to perform <br /> utility clearance; <br /> c. Advanced one soil baring to a maximum depth of 80 feet bgs down-gradient from <br /> groundwater monitoring wells MW-2 and MW4; <br />' d. Collected soil samples continuously to a depth of approximately 80 feet bgs, and <br /> submitted selected samples for analysis of TPH, BTEX and fuel oxygenates in <br /> accordance with Environmental Protection Agency (EPAj Methods 8015M (TPH) and <br /> 8260 (BTEX and fuel oxygenates). Additionally analyzed selected soil samples for <br /> permeability, porosity, bulk density, moisture content, organic carbon content and <br /> grain size distribution in accordance with the appropriate American Society for Testing <br /> and Materials (ASTM) standards; <br /> e. Collected one groundwater sample from the newly installed soil, and submitted the <br /> sample for analyses of TPH, BTEX and fuel oxygenates in accordance with EPA <br /> Method 8015M (TPH), and EPA Method 8260 for BTEX and fuel oxygenates; <br /> 3 199075-WKB.Stnckton Ph.]]and Quart.Groundwater <br />