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' 06 April 2005 <br /> AGE-NC Project No 98-0448 <br /> iPage 5 of,9 <br /> i4.0. FINDINGS <br /> AGE determined ground water flow direction and gradient from the field data collected on 07 <br /> iDecember 2004, the contaminant Impact to ground water was assessed from the laboratory data - <br /> From field data collected at the SVE remediation system between 23 September 2004 and 22 <br /> i December 2004, AGE determined the average TPH-g concentration and the average flow rate and <br /> calculated the approximate mass and volume of hydrocarbons removed <br /> i4 1 GROUND WATER ELEVATION AND GRADIENT <br /> i On 07 December 2004,the depths to ground water were measured at between 20 27 feet and 23 31 <br /> feet below the tops of the well casings(Table 2) The December 2004 ground water elevations at the <br /> site were calculated to be between 11 23 feet(MW-3)and 14 18 feet(MW-4B)below mean sea level <br /> i (Table 2), ground water elevations are depicted on Figure 3 Generally, ground water elevation at <br /> the site decreased an average of 0 48 foot between the September 2004 and the December 2004 <br /> ground water monitoring events <br /> i <br /> The December 2004 ground water flow direction at the site was inferred to be southwest, at an <br /> i approximate gradient of 0 010 ft/ft (Figure 3) The flow direction this quarter was consistent with <br /> historical flow directions <br /> i4 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> i During the December 2004 monitoring events, TPH-g was only detected in the water sample <br /> collected from well MW-2 at a concentration of 1,300 micrograms per liter (ggh) The inferred <br /> extent of dissolved TPH-g during the December 2004 ground water monitoring event is depicted in <br /> iplan view in Figure 4 <br /> Toluene,ethylbenzene and total xylenes were detected at concentrations of 12 µg/1 toluene, 120 gg/l <br /> iethylbenzene and 720 µg/1 xylenes,respectively, from well MW-2,benzene was not detected in any <br /> water samples <br /> iNo other fuel components were detected by laboratory analysis Previous and current analytical <br /> results of ground water monitoring well samples are summarized in Tables 3 and 4 The laboratory <br /> i reports (Cal Tech Environmental Laboratories I D 0412-050), quality assurance/quality control <br /> (QA/QC)and chain of custody forms are presented in Appendix C,GeoTracker confirmation pages <br /> of the submitted laboratory electronic deliverable format (EDF) files are included in Appendix G <br />' Advanced GeoEnvironmental,Inc <br />