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r <br /> r20 May 2005 <br /> •; AGE-NC Project No. 97-0327 <br /> Page 3 of 5 <br /> ' 3.1. GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water in wells MW-1 through MW-4 were measured between 5 9.10 and <br /> ' 60.63 feet below the tops of well casings; ground water elevations in wells MW-1 through MW-4 <br /> were calculated to be between 33.66 feet (MW-2) and 33.80 feet (MW-4) below mean sea level <br /> (MSL) (Figure 3). Ground water elevation at the site generally increased an average 0.94 feet <br /> between the September 2003 and the January 2004 ground water monitoring events. Ground water <br /> flow direction for the area bound by wells MW-I through MW-4 was inferred as toward the south- <br /> southeast at a gradient of approximately 0.002 ft/ft. <br /> i . <br /> 3.2. ANALYTICAL RESULTS OF MONITORING WELL WATER SAMPLES <br /> ' A total of fourground water samples were submitted to Castle Analytical Laboratory(CAL),a DHS- <br /> certified <br /> H -certified laboratory, for analysis. TPH-g was detected from well MW-2 at a concentration of <br /> 57 micrograms per liter(µg/1). TPH-d was detected from wells MW-2 and MW-4 at concentrations <br /> of 55 µg/1 and 65 µg/l, respectively. <br /> Xylene was the only BTEX compound detected from well MW-2 at concentration of 0.73 ltg/l. <br /> Utilizing EPA Method 8260M, MTBE was detected in a sample collected from MW-2 at a <br /> r concentration of 14 pg/l. 1,2-DCA was detected in samples collected from wells MW-1 and MW-4 <br /> at.concentrations of 0.65 µg11 and 4.6 µg/1, respectively. <br />' No other fuel components were detected above the laboratory reporting limits. Analytical results of <br /> the ground water samples are summarized in Tables 3 and 4. The laboratory reports (Castle <br /> Analytical Laborator�'y Reference No.65 66)and chain-of-custody forms are presented in Appendix <br /> r B. <br />'. 3.3. ANALYTICAL RESULTS OF DOMESTIC WATER WELL SAMPLES <br />' Grab water samples was collected from off-site domestic water wells located at 451 and 452 North <br /> Lillian Avenue and submitted to CAL for analysis of TPH-g,TPH-d,BTEX,MTBE,ETBE,TAME, <br /> DIPE, TBA, 1,2-DCA and EDB. <br /> None of the above mentioned constituents of concern were detected - <br /> above the laboratory reporting <br /> limits. Analytical results,of the ground water samples are summarized in Tables 3 and 4. The <br />' laboratory reports (Castle Analytical Laboratory Reference No. 6597) and chain-of-custody forms <br /> . are presented in Appendix B. <br /> Advanced GeoEnvironmental,Inc. <br />