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I18 February 2003 <br /> AGE-NC Project No 98-0448 <br /> Page 6 of 8 <br />' 4 5 MASS CALCULATION OF RECOVERED PRODUCT <br /> The hydrocarbon mass removed during the SVE operating period was calculated using the following <br /> equation M= C•Q•t <br /> where M= cumulative mass recovered (kg) <br /> IC =vapor concentration (kg/m') <br />' Q = extraction flow rate (m3/hr) <br /> t= operational period, in hours <br /> Between 11 September 2002 and 17 December 2002, the SVE unit continuously operated <br /> approximately 2,328 hours The average of analytical results between SVE air flow sampling events <br /> (Table 5), average SVE air flow rates, (Table 6) and the operational period were used to calculate <br /> Ithe approximate volume and mass of extracted gasoline during these periods <br /> Between the 11 September,30 October, 11 November and 17 December 2002 air morutoring events, <br /> Ithe mass of hydrocarbons extracted from the SVE system was calculated to be approximately <br /> ie 78 44 pounds, or equivalent to an approximate volume of 12 54 gallons of gasoline extracted A plot <br /> of the cumulative volume (gallons) of hydrocarbons extracted to date is in Appendix E Added to <br /> I the estimated 213 gallons of hydrocarbons extracted from the SVE system since 16 April 2001,the <br /> total volume of hydrocarbons extracted to date is estimated at 2.:6 22 gallons The mass/volume <br /> calculations for extracted hydrocarbons are included with Appendix F <br /> 5 0 DISCUSSION AND CONCLUSIONS <br /> I The implications from the December 2002 ground water monitoring event are as follows <br /> p �' g <br />' • Ground water elevations ranged between 10 68 and 12 97 feet below MSL, the decrease in <br /> ground water elevation of approximately 1 06 feet between August 2002 and December 2002 <br /> may be due to seasonal fluctuation The ground water elevation at the site was within the <br /> screened intervals ofwells MW-1 through MW-8 should be representative of shallow ground <br /> water conditions,however well MW-4B is"drowned"with water approximately 22 feet over <br /> the screen and yields a sample more representative of deeper ground water conditions <br /> • Ground water flow direction at the site was generally toward the southwest at a gradient of <br /> 0 01 ft/ft, or approximately 53 feet per mile <br /> • Due t o a n a nomalous h igh d epth t o ground w ater a t M W-4A, c oupled w ith o my 5 7% <br /> . recharge after purging for a well that normally recharges near 100%,AGE concluded that the <br /> IAdvanced GeoEnvironmental,Inc <br /> I <br />