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' 09 May 2003 <br /> AGE-NC Project No 96-0232 <br />' Page 15 of 16 <br />' to be located within two,dissolved MTBE-impacted plumes that converge in the area of the former <br /> Rocky's Restaurant domestic well RDW-1 <br />' The vertical extent of MTBE-impacted ground water at the Flag City Chevron site appears to he <br /> between 12 feet bsg(estimated depth to ground water)and 55 feet bsg(Figures 10 and 11) Relative <br /> to the inferred source area near the Flag City Chevron UST area (EW-1), the Flag City Chevron <br />' plume appears to have extended approximately 200 feet to the west at depths as great as 75 feet bsg <br /> (Figures 10 and 11), the full westward extent of the Flag City Chevron plume is uncertain at this <br /> time, although it appears that the Flag City Chevron and Three B's Truck Plaza plumes are co- <br /> mingled in the area between Three B's Truck Plaza well MW-4 and Flag City Chevron wells <br /> MW-11,MW-14 and MW-15 The plume extends approximately 130 feet to the south(MW-6B)at <br /> depths as great as 48 feet bsg, and approximately 60 feet to the east(between EW-9 and MW-2) at <br />' depths as great as 35 feet bsg (Figure 10) The northern extent of the Flag City plume is uncertain <br /> at the present time because of the high concentrations of MTBE (up to 900 µg/1) detected in <br /> northernmost Flag City Chevron well MW-8 during the March 2003 monitoring event <br /> It is not clear at this time why substantial MTBE isP resent in on-site well MW-8A after nine <br /> consecutive quarters(between May 2000 and December 2001)of being non-detect Since initiation <br /> fof ground water extraction activities at the site,First and Second Zone ground water flow direction <br /> in the area of MW-8 has generally been towards the south-southeast, and should draw on-site <br /> contaminants away from MW-8(Figure 5) The most intense MTBE detections were reported during <br /> the March 2002 and the March 2003 sampling events, which could be related to the seasonal high <br /> ground water levels observed at the site each year near March(Table 4) However,intermediate well <br /> MW-4, located between MW-8 and the UST area, have no detection of MTBE, albeit screened in <br /> the First Zone, and three soil bonngs (P-36 through P-38) advanced in October 2002 to assess the <br /> area near MW-8(Figure 2)did not detect MTBE in grab ground water samples collected from `First <br /> Water'and `Second Water' AGE has tentatively concluded that the MTBE detections in MW-8 is <br /> a separate dissolved MTBE plume(Figure 9) <br /> I AGE estimates the arithmetic average concentration of MTBE in ground water extracted between <br /> 05 December 2002 and 25'March2003 was 42 gg/1 During this time,the volume of water processed <br /> through the ground water pump and treat system was recorded at 2,871,250gallons (equivalent to <br /> I 23,937,611 pounds), yielding 0 86 pounds of MTBE (equivalent to 390 grams) from the plume of <br /> impacted ground water(Appendix D) <br /> IIn general, increased MTBE concentrations were reported in water samples collected at the pump- <br /> and-treat influent sampling port and at extraction wells EW-4,EW-7 and EW-8 during March 2003 <br /> AGE has been informed that in January 2003,some of the site's UST primary product hues and the <br /> UST sump located nearest to EW-7 did not pass the annual `Line and Leak Detector'test, and that <br /> the Flag City Chevron will not be operational during the month of May 2003 for upgrades to the <br /> IUST system (i a replacement of fuel dispensers and pans, product piping, secondary containment <br /> Advanced GeoEnvnronmental,Inc, <br />