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I <br /> I10 February 2005 <br /> ,• AGE-NC Project No 96-0263 <br />' Page 3 of 4 <br />' Benzene was detected in water samples MW-2, MW-5 and MW-7 at concentrations ranging from <br /> 14 gg/l in MW-5 to 640 µg/1 in MW-7 Toluene, ethylbenzene and total xylenes were detected in <br /> samples MW-2, MW-5 and MW-7 at concentrations as high as 59 µg/1, 180 µg11 and 350 gg/l, <br />' respectively(MW-7) <br /> MTBE was detected in samples MW-2,MW-4,MW-5,MW-7 and MW-8 at concentrations ranging <br />' from 24 gg/l (MW-8) to 43,000 gg/l (MW-7) TAME and 1,2-DCA were detected in the sample <br /> collected from well MW-7 at concentrations of 48 gg/l and 14 µg/l, respectively No other fuel <br /> additives were detected in the ground water samples collected from the site <br />' The current and past ground water sample analytical results are summarized in Tables 2 and 3 <br /> Copies of the laboratory report (CTEL Project No CT214-0408199), quality assurance/quality <br />' control (QA/QC) report and chain of custody forms are in Appendix C GeoTracker confirmation <br /> pages of the submitted laboratory electronic deliverable format (EDF) files are included in <br /> Appendix D <br /> 3 3 OZONE INJECTION PILOT TEST <br /> Ozone infection began at the site on 01 June 2004 The ozone infection operational protocol, as <br /> established by ozone units designer manufactures, follows the recommended two-hour ozone <br />' injection cycle at each sparge-point The injection rate is approximately 10 pounds per squar inch <br /> (psi)to displace the ground water within the sparge wells and no greater than 2 cubic feet per minute <br />' (CFM) to infect the ozone <br /> After completing a cycle through all nine ozone wells, the ozone infection ceases for a 2-hour <br /> mechanical hiatus, after which, the infection cycle through all of the sparge wells restarts <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the results of this investigation, AGE concludes that <br /> IDepth to ground water ranged from 7 18 feet to 8 31 feet below the tops of the well casings <br /> Ground water elevations at the site ranged from 28 60 feet above MSL in well MW-9 to <br /> 29 42 feet above MSL in well MW-11 The ground water at the site was inferred to be <br /> flowing to the north-northwest at an average gradient of 0 005 foot/foot <br /> • Target analytes, including TPH-g,BTEX components, MTBE and/or TAME were detected <br /> in ground water samples collected from wells MW-2, MW-4, MW-5, MW-7 and MW-8 <br /> Detected concentrations of target analytes were generally consistent with previous results <br />' Advanced GeoEnvironmental,Inc <br />