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21 February 2005 <br /> . AGE-NC Project No 99-0624 <br /> Page 3 of 4 <br /> to 56 76 feet below the tops of the well casings(toc) Ground water elevations at the site ranged from <br />' 17 33 feet below mean sea level (MSL) in well MW-4 to 17 86 feet below MSL in well MW-2 <br /> (Table 1) During this monitoring event,the ground water levels in wells MW-1 through MW-6 were <br /> at least ten feet below the tops of the well screens, indicating that the wells are screened properly to <br /> yield representative shallow ground water samples The ground water elevation at the site Increased <br /> approximately 146 feet between the August 2004 and November 2004 monitoring events <br /> The ground water was Inferred to be flowing radially Inward towards a southeast-trending ground <br /> water trough in the area of MW-2,ground water gradients ranged between 0 006 and 0 008 foot per <br /> foot(ft/ft) Figure 3 Illustrates the contoured ground water elevations as measured on 08 November <br /> 2004 <br />' 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' TPH-g was detected in ground water samples collected from wells MW-1 through MW-3, MW-5 <br /> and MW-7 at concentrations of between 130 µg/l (MW-5) and 43,000 µg/l (MW-2) Benzene was <br /> only detected in the samples collected from well MW-2 at a concentration of 10 µg/l The fuel <br /> Additive MTBE was detected in samples from wells MW-1 through MW-3, MW-5 and MW-7 at <br /> concentrations of between 130 µg/l (MW-5) and 43,000 µg/l (MW-2) <br />' No other constituents of concern were detected above laboratory reporting limits in the analyzed <br /> samples Previous and current analytical results of ground water monitoring well samples are <br /> summarized in Table 2 The laboratory report (CTEL Project No CT214-0411064) and chain of <br />' custody forms are presented in Appendix D Confirmation pages of the submitted laboratory <br /> electronic digital format(EDF) files and depth to water measurements are included in Appendix E <br /> I <br /> 4.0. SUMMARY AND CONCLUSIONS <br />' The following conclusions were drawn from the results of this Investigation <br />' The depth to ground water at the site was between 55 61 feet and 56 76 feet toc, the <br /> calculated ground water elevation was ranged between 17 33 feet and 17 86 feet below MSL <br /> • Ground water flow direction in the area of wells MW-1 through MW-6 was inferred to be <br />' flowing radially inward towards a southeast-trending ground water trough in the area of <br /> MW-2 at gradients of between 0 006 and 0 008 ft/ft Due to the low hydraulic gradient at the <br />' site, slight variations in ground water measurements or changes of recharge/discharge of the <br /> local ground water could greatly modify the inferred ground water flow direction <br />' Advanced GeoEnvironmental,Inc <br />