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' 31 May 2005 <br /> AGE-NC Project No 04-1239 <br /> Page 5 of 7 <br />' analyzed Analytical results of soil samples are summarized in Table 2 The laboratory report(CTEL <br /> Project No CT214-0504013), quality assurance and quality control (QA/QC) report, and chain of <br /> custody forms are included in Appendix F <br /> 3 3 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the April 2005 sampling event, depths to ground water ranged from 18 46 feet <br /> (MW-9) to 18 71 feet (MW-11) below the tops of the well casings Ground water elevation at the <br />' site ranged from 7 89 feet(MW-10)to 8 34 feet(MW-9)below mean sea level(MSL),and averaged <br /> approximately 8 13 feet below MSL(Table 1) During this monitoring event,the ground water levels <br /> in all three wells were as high as 1 54 feet above the tops of the well screens However, during the <br />' purge cycle, the depth to water was reduced to a level within the well screens, thus recharging the <br /> wells with water from the screen area exposed to the surrounding sediments and water-bearing <br /> layers <br /> Ground water at the site was inferredn w <br /> to be flowing toward the northeast under a hydraulic gradient <br />� . of approximately 0 01 foot/foot(ft/ft) Figure 6 illustrates the contoured ground water elevations as <br /> measured on 11 April 2005 <br /> 34 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in well MW-9 at a concentration of 62,000 micrograms per liter (µg/1) <br /> BTEX compounds were detected in well MW-9 at the following concentrations 13 µg11 benzene, <br /> 3,100 µg/1 toluene, 1,800 µg/1 ethylbenzene, and 7,900 µg11 total xylenes <br /> No other analytes were detected at or above laboratory detection limits in the ground water samples <br /> analyzed The analytical results of the ground water samples collected on 11 April 2005 are <br /> summarized in Table 3 The laboratory report(CTEL Project No CT214-0504101),QA/QC report, <br /> and chain of custody form are included in Appendix G <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected from the site, AGE concludes <br /> • In general, silty clay, clayey silt, and sandy silt were encountered from surface grade to <br /> between 20 feet and 25 feet bsg From approximately 25 feet bsg to the total depth of the <br /> Advanced GeoEnnronmental,Inc <br />