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I <br /> 28 November 2005 <br /> AGE-NC Project No 99-0657 <br /> Page 3 of 5 <br /> the site, the ground water gradient is approximately 0 008 ft/ft This flow direction remains <br /> consistent with the previous monitoring events Figure 3 shows the contoured ground water <br /> elevations as measured on 08 August 2005 <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the 08 August 2005 water samples collected from wells MW-1, MW-2, <br /> MW-4, MW-5, and MW-6 at concentrations ranging from 120 micrograms per liter(µg/1, MW-6) <br /> to 2,700 gg/1(MW-1) Benzene was detected in the samples collected from wells MW-2,MW-4,and <br /> MW-5 at concentrations of 18 µg/l, 86 µg/l, and 4 3 µg/l, respectively <br /> Toluene was detected in two of the August samples and ethylbenzene was detected in one water <br /> sample this quarter 7 3 µg/1 and 27 µg/l toluene in wells MW-2 and MW-4, respectively and <br /> 8 0 µg/l ethylbenzene in well MW-4 Xylenes were detected in wells MW-1, MW-2, and MW-4 at <br /> a maximum concentration of 86 µg/1 (MW-4) <br /> MTBE was detected in water samples collected from wells MW-1 through MW-4 and MW-6 at <br /> • concentrations ranging from 11 µg/l (MW-3)to 180 µg/l (MW-4) 1,2-DCA was detected in water <br /> samples collected from wells MW-1, MW-4, and MW-6 at concentrations of 6 4 µg/1, 13 µg/l, and <br /> 14 µg/l, respectively <br /> No target analytes were detected in the samples collected from the vertical profile ground water <br /> wells Analytical results of the ground water samples collected in August 2005 are summarized in <br /> Table 2 The laboratory report (CTEL Project No CT214-0508049), quality assurance/quality <br /> control (QA/QC) reports, and chain of custody forms are included in Appendix C <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> The following conclusions were drawn from the results of this investigation <br /> • At the time of the August 2005 sampling event, depths to ground water ranged from <br /> 37 35 feet to 40 59 feet below the tops of the well casings Groundwater elevation at the site <br /> averaged approximately 5 89 feet above MSL,indicating a decrease in average ground water <br />' elevation of approximately 0 34 feet since the last monitoring event in April 2005 <br /> • Ground water flow was inferred to be flowing toward the southwest under a hydraulic <br /> gradient of approximately 0 007 ft/ft on the northern portion of the site, in the southern <br /> portion of the site,the ground water gradient is approximately 0 008 ft/ft This flow direction <br /> . remains consistent with the previous monitoring events <br /> Advanced GeoiJnvironmental,Inc <br />