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1 <br /> 07 February 2000 <br /> a AGE-NC Project No 95-0143 <br />' Page 3 of 5 <br />' surveyed casing elevation(Table 1) Between August and November 1999, ground water elevations <br /> decreased an average 1 03 feet During the November 1999 monitoring event, ground water was <br /> within the screened interval of MW-16, MW-17 Ground water was from 0 2 feet to 6 6 feet above <br />' the screened interval in the remaining 7 monitoring wells Ground water was within the screened <br /> intervals of each vapor well for free product determination Measurable free product was not <br /> encountered at the site The approximate hydraulic gradient was calculated to be 0 0008 ft/ft with <br />' a northeasterly flow direction on the subject property Ground water elevation was higher in wells <br /> VW 1 through V W4, indicating ground water mounding Ground water elevation contours for the <br /> November 1999 monitoring event are illustrated in Figure 4 <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES <br />' During the November 1999 monitoring event, TPH-g was detected in samples collected from MW3, <br /> MW-6, MW-7 and MW-9 at concentrations of 210,000 parts per billion (ppb, reported as <br /> Imicrograms per liter), 1,400 ppb, 1,100 ppb and 14,000 ppb, respectively BTEX compounds were <br /> detected in these wells at concentrations as high as 58,000 ppb(toluene in the sample from MW-3) <br />' Petroleum hydrocarbons were not detected in the samples collected from MW-10, MW-14, MW-15, <br /> MW-16 or MW-17 TBA was detected in the sample from MW-7 at a concentration of 6 4 ppb <br /> Other oxygenates were not detected at the site during the November 1999 sampling event <br />' Measurable free product was not encountered in any of the wells on the site Analytical results of <br /> ground water samples collected during the November 1999 monitoring event are summarized on <br />' Table 2 Analytical results of historical ground water samples are summarized on Tables 3 and 4 <br /> The laboratory report (MAI Laboratory I D Nos 25492-25500) and chain-of-custody forms are <br /> included in Appendix B <br /> The concentration of dissolved oxygen in ground water remained generally stable at the site relative <br /> to previous monitoring events Dissolved oxygen data are summarized on Table 5 <br /> I <br /> 3 3 OPERATION OF SVE/IAS UNITS <br /> The SVE system operated at a capacity of approximately 278 cubic feet per minute (cfm) with a <br /> burner temperature maintained near 1450°F The lower explosive limit (LEL) of the intake gas <br /> stream was approximately 5 to 6 percent <br /> Field measurements of flow, vacuum and organic vapor concentration in the air stream from each <br /> extraction well were measured on a periodic basis Due to the tight soil formation and limited screen <br /> . interval, a vacuum of near 50 inches of water was maintained on wells VW 1, VW2, VW3 and VW5 <br /> Advanced GeoEnvironmental,Inc <br /> I <br />