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Based on the results of the soil samples collected from the angled soil boring D-2, the vertical extent of impacted soil appeared limited to shallow subsurface soil. The soil sample collected at 14 feet bgs from D-2 only contained a concentration of MTBE of 0.0054 mg/kg. The soil sample collected at 23 feet bgs from D-2 did not contain detectable concentrations of MTBE, BTEX or TRH-as-gasoline. TPH-as-gasoline and BTEX were not detected in either soil sample collected from D-2. Only a concentration of 0.016 mg/kg of MTBE was detected in the soil sample collected at 20 feet bgs from D-1. TPH-as-gasoline and BTEX were not detected in either of the soil samples collected from D-1. These results are also summarized in Table 1. On February 12, 1998, under PHS/EHD observation, L&M Construction excavated approximately 60 cubic yards of impacted soil from the vicinity of the west dispenser island. The depth of the excavation ranged from approximately 7 feet near the former dispenser to approximately 12 feet beneath the former underground product distribution piping. The excavated soil was stockpiled on site and remediated by passive aeration. Soil sampling and analysis to confirm the excavation limits were not recorded in the regulatory case file. On October 1, 1998, under PHS/EHD observation, FGL Environmental re-sampled the soil stockpile. Two soil samples were collected from the accumulated soil stockpile for laboratory composite and analysis. The composite soil sample was analyzed for TPH-as-gasoline and BTEX by Modified EPA Method 8020/8015 and for oxygenates by EPA Method 8260. Based on the results of the soil sample analyses, PHS/EHD allowed the soil stockpile to be spread on-site. On October 1, 1998, under PHS/EHD observation, FGL Environmental also sampled the on-site domestic well. The groundwater sample was analyzed for TPH-as-gasoline and BTEX by Modified EPA Method 8020/8015 and for oxygenates by EPA Method 8260. None of these compounds were detected in the water sample. Well construction details were not available. The results of the domestic well groundwater analyses are summarized in Table 3. On March 25, 1999, Ramage Environmental published Underground Storage Tank Environmental Corrective Action Summary Report documenting the tank removal and subsequent corrective actions completed at the site. Based on the analytical results from the soil samples collected from beneath the north end of the middle former UST, Ramage Environmental recommended that a work plan be developed to evaluate the vertical extent of impacted soil and to determine if groundwater is threatened. On June 16, 1999, Ramage Environmental submitted Work Plan, Environmental site Investigation. On July 20, 1999, PHS/EHD approved the work plan. 6