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w ,f <br /> _ 27 January 2004 <br /> AGE-NC Project No. 97-0360 <br /> Page 3 of 9 <br /> P5 at concentrations as high as 3,400 mg/kg(P4-10). Fuel oxygenated compounds were not <br /> detected at or above laboratory reporting limits. <br /> Grab ground water samples were collected from borings P I through P8, and were submitted <br /> to a DHS-certified laboratory for analysis as noted above. TPH-g was detected in the ground <br /> T water samples collected from P1,P2, and P4 at concentrations of 3,100 µg/I, 1,300 µg/1,and <br /> 2,100 µg11,respectively. TPH-d was detected in the ground water samples collected from P 1 <br /> through P8 at concentrations as high as 2,900,000 µgd (P4). BTEX compounds were <br /> detected in the ground water samples collected from P1 and P4 at concentrations ranging as <br /> high as 5.5 µg/l; dissolved benzene was detected at concentrations as high as 3.7 µg/l (PI}. <br /> _ Dissolved MTBE was detected in the ground water sample from P4 at a concentration of 8.2 <br /> µg1l utilizing EPA Method 8020 and confirmed at a concentration of 7.6 4g/1 utilizing EPA <br /> Method 8260. No other fuel oxygenated compounds were detected at or above laboratory <br /> reporting limits during the laboratory analysis of the ground water samples.Analytical results <br /> of soil samples are summarized in Table 2. Analytical results of ground water samples are <br /> summarized in Table 3. Field procedures and sample results were outlined in AGE's <br /> rt Preliminai-v Investigation and Evaluation Report, dated 21 September 2000. <br /> • 31 Januai:v 2002 - six soil borings were advanced at the site. Pilot borings MW-1 through <br /> MW-5 were completed as ground water monitoring wells. Monitoring wells MW-1,MW-3, <br /> MW-4, and MW-5 were completed using two-inch diameter PVC casing with 0.020-inch <br /> slotted screens installed from approximately 5 feet to 20 feet bsg. MW-2 was completed in <br /> a similar manner and screened from approximately 30 feet to 35 feet bsg. Blank casing was <br /> extended from the top of the screen interval to the surface of each well. Pilot boring EW-1 <br /> was completed as a ground water extraction well using six-inch diameter PVC casing with <br /> _ 0.020-inch slotted screen installed from approximately 5 feet to 20 feet bsg. Blank casing <br /> was installed from the top of the screen interval to surface grade. <br /> TPH-g was detected in the soil samples collected from MW-1, MW-3, MW-4, MW-5 and <br /> EW-1 at 10 feet bsg at concentrations as high as 160 mg/kg. TPH-d was detected in the same <br /> samples, with the exception of EW-1, at concentrations as high as 3,800 mg/kg. No other <br /> analytes were detected at or above laboratory reporting limits in the soil samples analyzed. <br /> Analytical results of soil samples are summarized in Table 2. Analytical results of ground <br /> water samples are summarized in Table 5. Field procedures and sample results were outlined <br /> in AGE's Monitoring Well Installation and QuarterIv Report-First Quarter 2002, dated 03 <br /> June 2002. <br /> • 13 May 2002 - ground water levels were measured in monitoring wells MW-1 through <br /> MW-5 and extraction well EW-1 and approximately ranged from 7.89 feet to 9.42 feet below <br /> the tops of the well casings;ground water flow direction at the site was inferred to be flowing <br /> towards the east-southeast at an approximate gradient of 0.0006 feet/feet. TPH-g was <br /> — Advanced GcoEtiviroil mental,Inc. <br />