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SEC ® R <br /> SIEVOR <br /> 3 <br /> concentration of 0.88 ug/L in boring location GP-12, and ethanol was reported at a <br /> concentration of 610 ug/L in boring location GP-13 (SECOR, 2004). <br /> ' In September 2003, groundwater monitoring well MW-16 was installed. MW-16 was <br /> installed to a depth of 25 feet bgs, and screened from 5 to 25 feet bgs. MtBE was <br /> reported in one soil sample from well MW-16 (MW-16@25') at a concentration of 0.011ppm- <br /> Groundwater monitoring has been performed at the site since August 1998. <br /> Groundwater flow has generally been to the east-northeast with a gradient of 0.001 ft/ft. Y <br /> ! Historical soil analytical data isresented in Table u <br /> p e 1, and soil boring and well <br /> construction details are included in Table 2. Historical groundwater data is included in <br /> ' Appendix B, historical figures are included as Appendix C, and historical boring logs and <br /> well completion details are included in Appendix E. <br />' 2.3 Supply Well Survey <br /> In March 1999, IT performed a Sensitive Receptor Survey and reported 12 wells within <br />' a '/-mile radius of the site. The closest wells to the site were located approximately <br /> 0.15 miles west/southwest (upgradient) of the site and 0.13 miles east (crossgradient) of <br /> the site. The nearest downgradient wells were located approximately 0.3 miles . <br /> northeast of the site (IT, 2001). Water well location data is included in Table 3. <br /> On January 13, 2002, SECOR conducted a 500-foot door-to-door reconnaissance water <br /> well survey (SECOR, 2003). Department of Water Resources (DWR) records were <br /> reviewed to verify identified water well locations. Water well location data is included in <br /> Table 3. <br />' Additional irrigation well sampling and an influence study were conducted to verify that <br /> Lathrop Grammar School's irrigation well had not been impacted b <br /> p y petroleum <br /> hydrocarbons, particularly MtBE, and to determine if any pumping wells in the area may <br />' have been affecting groundwater flow at the site. The Lathrop Grammar School <br /> -f <br /> irrigation well was located approximately 1,600 feet northeast of the site. On October 6, <br /> 2003, pressure transducers with built in data-loggers were installed in five groundwater <br /> monitoring wells (MW-11, MW-12, MW-13, MW-14 and MW-16). On October 10, 2003, w. <br /> the pressure transducers/data loggers were removed from the wells. Based on the <br /> results from the transducers/data logger it was concluded that the Lathrop Grammar <br /> School well had not been influencing groundwater-elevation and flow at the site <br /> (SECOR, 2003). <br /> 2.4 Summary of Remedial Action <br /> SECOR conducted a five-day dual-phase extraction (DPE) event at the site on March <br /> f 25 through March 29, 2002. The objectives of the interim remediation/DPE feasibility <br /> f testing were to reduce the amount of hydrocarbons in soil and groundwater beneath the <br /> site; and to determine the feasibility of DPE as an applicable technology for remediation M <br /> l <br /> d <br /> 1205 SCM.doc 4 _. <br />