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1 <br /> 09 May 2005 <br /> SAGE-NC Project No 97-0301 <br /> ' Page 4 of 6 <br /> 32 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> i <br /> A total of twenty-six (26) ground water samples were submitted to CTEL for analysis <br /> ' TPH-g was detected from wells MW-1,MW-7 and MW-9A at concentrations of 1,600 micrograms <br /> per liter(µg/1), 31,000 µg/l, and 200 µg11, respectively The estimated extent of dissolved TPH-g <br /> ' in First Water Zone is depicted on Figure 5 For the sixth consecutive quarterly monitoring event, <br /> TPH-d,TPH-k,and TPH-mo were not detected from any of the twenty-six water samples analyzed <br /> Various BTEX constituents were detected in the same water samples(MW-1, MW-7 and MW-9A) <br /> 1 at concentrations as high as 11,000 µg/1 benzene, 380 µg/1 toluene, 2,100 }ig/l ethylbenzene, and <br /> 5,500 µg11 total xylenes <br /> J <br /> MTBE was detected from well MW-1 at a concentration of 36 µg/1, 1,2-DCA wa4,4 <br /> �00vwas <br /> ro�m3o �L <br /> wells MW-1 and MW-7, at concentrations of 3 2µg11, and 300 µg/1, respective <br /> detected in the water sample from well MW-7 at a concentration of 30 µg/1 <br /> No other fuel components were detected in the ground water samples Previous and current analytical <br /> p �' p Yt <br /> + results of ground water monitoring well samples are summarized in Tables 3 and 4 The laboratory <br /> i report(CTEL Laboratory I D 0412-077)and chain of custody forms are presented in Appendix B, <br /> GeoTracker confirmation pages ofthe submitted laboratory electronic deliverable format(EDF)files <br /> I are included in Appendix C <br /> r <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> The implications from the 4th Quarter 2004 ground water monitoring event are as follows <br /> ' Generally, depth to ground water at the site varied between 34 75 feet and 36 85 feet bsg, <br /> ground water elevations ranged between 22 50 feet (MW-8A) and 23 62 feet (MW-8C) <br /> ' below MSL <br /> • Ground water flow direction for the area bound by First Water Zone wells MW-1 through <br /> 1 MW-12 was inferred to be east-northeast at an approximate gradient of 0 002 ft/ft or less <br /> (Figure 4) Due to the low gradient at the site, slight variations in ground water <br /> measurements or changes of recharge/discharge of the local ground water could greatly <br /> modify ground water flow direction <br /> • The average ground water elevation at the site on 09 December 2004 was 23 03 feet below <br /> MSL Generally, ground water elevation at the site increased an average 103 feet between <br /> ' the September 2004 and the December 2004 ground water monitoring events The increase <br /> in ground water elevation is probably due to seasonal fluctuation <br /> Advanced GeoEnvironmental,Inc <br />