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Third Quarter 2002 Monitoring,Sampling,and Remediation Progress Report 3 <br /> 16 7-Eleven, Inc, Store#19976 1399 North Main Street Manteca,CA October 31 2002 <br /> Upon receipt of these data, the SJCPHS requested further lateral delineation Well MW-6 was installed in <br /> December 1999, to a depth of 30 feet bg (Figure 2) Sod samples collected during well installation <br /> contained no detectable benzene or MTBE, and up to 15 4 mg/kg TPH-G, with the highest levels detected <br /> at 20 feet bg (capillary fringe soils) Sod hydrocarbonfoxygenate delineation is considered complete at this <br /> time <br /> On September 18, 2000, as requested by the SJCPHS, eleven soil-gas survey points were pushed to 3 <br /> feet bg Significantly elevated MTBE concentrations (2,200 dig/L)were detected in only one of the points <br /> ' (SG-9), located along the western edge of the UST pit about 20 feet south of MW-2 <br /> On November 1, 2000, monitoring well MW-7 was installed to a depth of 30 feet bg and soil boring SB-2 <br /> was drilled to a depth of 50 feet bg (Figure 2) All soil samples analyzed from both well MW-7 and soil <br /> boring SB-2 were non-detectable for BTEX, TPH-G, and MTBE A grab groundwater sample was <br /> collected from boring SB-2 at a depth of 40 feet bg Upon analysis, the results were non-detectable for all <br /> analyzed constituents, except for total xylenes, which were detected at a concentration of 1 5 pg/L <br /> SVE testing conducted in 2001 using the two horizontal vent wells installed in the former UST tank pit (IT <br /> Corporation, September 2001) indicated extracted vapor concentrations of over 10,000 parts per million <br /> by volume (ppm[v]) at applied vacuums ranging between 9 and 32 inches of water(IW) Induced vacuum <br /> responses of more than 0 2 IW were observed in wells MW-1, MW-2, and MW-3 during extraction from the <br /> horizontal wells Vacuum response in these wells is likely facilitated by relatively higher-permeability <br /> conditions in the tank cavity backfill as opposed to native soils Testing was also conducted on the <br /> ' groundwater monitoring wells, lower permeability and limited screen above the water table likely account <br /> for low extraction rates/low induced vacuum responses observed during extraction from the wells <br /> ' Extracted vapor concentrations ranged up to 0 91 ppm(v) benzene, 220 ppm(v) MTBE, and 880 ppm(v) <br /> TPH-G The data indicated that vapor extraction is a viable remediation method at the site, particularly <br /> when the horizontal wells are used <br /> Double-nested sparge well SP-1 was installed on October 29-30, 2001 to a depth of 50 feet bg and <br /> perforated at 30-35 and 45-50 feet On February 6, 2002, an air sparge test was conducted using well <br /> MW-2 for vapor extraction, and double-nested sparge well SP-1 for air infection Pre-sparging extracted <br /> vapor levels ranged up 1,000 ppm[v], with dissolved oxygen (DO) levels of up to 0 72 mg/L Airwas then <br /> injected Into the deeper section of well SP-1 using an oil-less air compressor Vapor levels in well MW-2 <br /> increased to 1,600 ppm(v), and DO levels to 8 mg/L, after 30 minutes of sparging The data indicated the <br /> area of sparging influence in SP-1 includes the region of MW-2, and that treatment using well SP-1 should <br /> ' be successful at reducing dissolved hydrocarbons/oxygenates in well MW-2 and the surrounding area Air <br /> sparge testing was repeated on May 23, 2002, using well MW-1A as the injection point and the horizontal <br /> wells as the SVE point Results indicated no breakthrough of sparged air into the vadose zone accessible <br /> by the horizontal wells <br /> 1 <br /> 19976Q23 DOG <br />