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F <br /> r <br />' 02 Augusf 2000 <br /> AGE-NC Project No 95-0121 <br /> Page 4 of 7 <br />' were measured between 13 86 and 14 97 feet below the tops of well casings, ground water elevations <br /> were calculated to be between 7 51 feet and 8 08 feet below mean sea level (Table 1) Ground water <br /> elevation at the site increased an average 2 11 feet between the January 2000 and April 2000 ground <br /> water monitoring events The ground water elevation data for the April 2000 ground water <br /> monitonng event is depicted in Figure 3 <br />' Ground water flow direction at the site was inferred to be toward the northeast at a gradient of 0 004 <br /> ft/ft or less, or approximately 21 feet per mile (Figure 3) <br />' 4 <br /> 2 LABORATORY RESULTS OF GROUND WATER SAMPLES ' <br />' TPH-g was detected in ground water samples collected from wells MW-1, MW-2, MW-3, MW-4 <br /> and MW-7 at concentrations as high as 37,000,ug/l (MW-3) TPH-d was detected in water samples <br /> collected from wells MW-1 through MW-7 at concentrations as high as 2,600 4g/l, however, the <br />' laboratory reported the diesel chromatograms from each sample chromatogram as having significant <br /> non-diesel patterns (lighter range gasoline compounds) <br />' • BTEX compounds were detected in ground water samples collected from wells MW-1, MW-2, <br /> MW-3, MW-4, MW-6, and MW-7 at concentrations as high as 8,600,Zg/l (benzene, MW-2) <br />' MTBE was detected in the ground water samples collected from wells MW-2 and MW-5 at <br /> concentrations of 650 and 6 3 4g/1 respectively Previous and current analytical results of ground <br />' water monitoring well samples are summanzed in Tables 2 and 3 The laboratory reports (Castle <br /> Analytical Laboratory Reference No 2972)and chain'of-custody forms are presented in Appendix C ' <br />' 43 RESULTS OFIN-SITU AIR SPARGING AND SOIL VAPOR EXTRACTION <br /> _ F <br />' Between 01 April 2000 and 30 June 2000, the SVE and IAS remediation systems were operational <br /> for 2,184 hours (Table 5) During the operational period, SVE inlet flow rates ranged from 39 to 48 <br /> cubic feet per minute (cfm), differential pressures ranged between 0 5 and 0 75 inches of water, and <br />' induced vacuum between 15 and greater than 25 inches of water Utilizing a photo ionization meter <br /> (PID), hydrocarbon concentrations were measured between 8 and 32 parts per million (ppm) at the <br /> SVE inlet, however a general concentration trend was not established from the PID field <br /> measurements Field measurements are summarized-in Table 5 <br /> , <br /> Advanced CeoEnwronmental,Inc <br /> I 5 <br />