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13 November 1997 <br /> ., AGE-NC Project No 95-0128 <br /> Page 2 of 5 <br /> At the time of the original Corrective Action Plan (CAP)prepared by Upgradient Environmental, <br /> Inc , dated 16 October 1994, ground water was at approximately 50 feet below surface grade (bsg) <br /> and was impinging on soil containing approximately 20 milligrams per kilogram (mg/kg) TPH-g in <br /> the area of VW1, in which the Vertical extent of the hydrocarbon-impacted soil has been best <br /> documented <br /> Up to December 1994,when the ground water elevation started to rise above the tops of the screened <br /> intervals in monitoring wells MW1, MW2 and MW3, the highest concentration of total petroleum <br /> hydrocarbons quantified as gasoline (TPH-g) in ground water had been 540 micrograms per liter <br /> (gg/1), and often was less than the detectable concentration for the analytical method used (ND) <br /> Monitoring wells MW 1, MW2 and MW3 became drowned wells, that is, ground water rose above <br /> their screened intervals, in March 1994 Since drowning, THP-g has not been detected in the wells <br /> Figure 4 -Maximum Dissolved TPH-g Concentrations (January 1994 through March 1994) shows <br /> the estimated maximum extent and concentrations of dissolved TPH-g prior to the drowning of <br /> monitoring wells MW1, MW2 and MW3 and encounteaing the more intensely hydrocarbon- <br /> impacted soil <br /> Sampling of vapor extraction well VW1 began 7n March 1995, at which time ground water was <br /> approximately 44 feet bsg, and was impacting soil containing approximately 439 mg/kg rPH-g <br /> Ground water sampled from the well initially contained 230,000 pg/l I PH-g The high <br /> concentrations of TPH-g in samples collected from VW 1 continued until September 1996, when 0 5 <br /> feet of free product was encountered in the well At this point in time, ground water had risen to <br /> approximately 34 feet bsg, encountering sand and gravel containing as much as 65 mg/kg TPH-g <br /> A Iow concentration of hydrocarbons in coarse soil is not surprising as coarse soil has much less <br /> surface area than finer grained soil to which hydrocarbons can adhere Free product was bailed <br /> weekly from the well until Januaiy 1997, by which time approximately 15 gallons of free pioduct <br /> had been removed <br /> Since resumption of ground water sampling of VW1 in February 1997, following removal of free <br /> product, TPH-g concentrations had declined, ranging between 23,000 ALg/l and 130,000 ,ug/1, and <br /> TPH quantified as diesel (TPH-d) concentrations have generally increased Also since resumption <br /> of ground water sampling in V W 1, ground water elevation has risen to approximately 31 feet bsg <br /> and fallen back to 36 feet bsg At 31 feet bsg, ground water was encountering soil containing as <br /> much as 848 mg/kg TPI I-g Figure 5 - Curi ent Dissolved TPH-g Concentrations !October 19971 <br /> shows the current distribution of dissolved TPH-g in ground water_having come into intimate c ontact <br /> with the more intensely hydrocarbon-impacted soil <br /> Methyl tert-butyl ether(MTBE) has been detected in samples from VW 1 at concenti ations ranging <br /> from 590 ug/l to 36,000 µg/l since the analysis was initiated in March 1996 MTBE has been <br /> detected in all wells on the site with the exception of MW1 and MW3, two of the deeply drowned <br />. wells Table 1 shows all analyses of the ground water samples collected during monitoring events <br /> conducted by AGE and the depths to ground water for each well during each monitoring event <br />