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' I i July 2002 <br /> . AGE-NC Project No 96-0254 <br />' Page 3 of 4 <br /> The depths to ground water in wells MW-I through MW-7 and GLMW-3 were measured between <br /> 6 99 feet and 8 75 feet below the tops of the well casings Ground water elevations at the site ranged <br /> between 28 16 feet above mean sea level (MSL) in well MW-7 and 30 26 feet above MSL in well <br />' MW-6 Ground water elevations at the site decreased an average 0 27 feet between the January 2002 <br /> and April 2002 sampling events <br /> Monitoring well GLMW-3 was "drowned" this quarter, the water level was 1 25 feet above the <br /> screened interval of this well <br /> The ground water flow direction for the 23 April 2002 sampling event was inferred to be toward the <br /> north at an average hydraulic gradient of 0 007 feet/feet, data from the deeper-screened wells <br /> MW-lA, MW-2A and MW-7 was not used to determine the ground water gradient Figure 3 <br />' illustrates the contoured ground water elevations <br />' 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the samples collected from wells MWAB and MW-4 at concentrations of <br /> lie 1,700 micrograms per liter(µg/1) and 750 µg/1, respectively(Figure 4) TPH-d was detected in the <br /> water samples collected from wells MW-1B and MW-4 at concentrations of 100µg11 and 170 µg/l <br /> TPH-g and TPH-d were not detected in the remaining samples <br /> BTEX compounds were detected in the ground water samples collected from monitoring wells <br /> MW-1B and MW-4 at concentrations as high as 470 µg11 benzene, 85 µg/1 toluene and 82 µg/l <br /> xylenes in MW-1B and 12 µg/l ethylbenzene in MW-4 (Figure 5) <br /> MTBE was detected by EPA Method 8260B in the samples collected from MW-1B, MW2B and <br /> MW-4 at concentrations of 12 gg/l, 10 µg/l and 4 0 µg11, respectively (Figure 6) No other fuel <br /> additives were detected in the ground water samples <br /> The analytical results are summarized in Table 2 Copies of the laboratory reports(MAI Laboratory <br /> ID 0204358-OOIA to -010A), QA/QC reports and chain-of-custody forms are in Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected duan this monitoring period, AGE concludes <br /> g g <br /> • The depth to ground water at the site was between 6 99 to 8 75 feet below the well casing <br /> tops Ground water elevations at the site decreased an average 0 27 feet between the January <br /> Advanced GeoEnvironmental Inc <br />