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[Z <br /> 0 <br /> CLEARWATER <br />. G R O U P <br /> En vtrvn mentnt Sermcce <br /> contamination Concurrently, Clearwater also performed a sensitive receptor survey The results <br /> of the investigation indicated that the extent of sorbed-phase contamination was delineated and <br /> existed from approximately 10 to 25 feet bgs near the former USTs Analysis of the <br /> groundwater samples indicated that the extent of dissolved-phase contamination remained <br /> undelineated downgradient from the former UST system However, high contaminant <br /> concentrations in cross-gradient positioned wells suggested that off-site sources could be <br /> contributing to contamination detected beneath the site Inquiries suggested and later confirmed <br /> the existence of a fuel transport line in the area of the site The line was found to be filled with <br /> nitrogen gas Based on this information, Clearwater recommended additional investigation along <br /> South Fresno Avenue to better understand the distribution of contamination and possible <br /> contribution from potential off-site sources The results of this phase of investigation were <br /> presented in Clearwater's Well Installation and Groundwater Monitoring Report - First Quarter <br /> 1999 <br /> In March 2000 Clearwater supervised the completion of one h dro unch six soil born s the <br /> P P y P � g � <br /> destruction of MW-5, and the installation of three monitoring wells (M W-5B, MW-7, and MW- <br /> 8) in three of the soil borings All three wells were placed on the downgradient portion of the <br /> plume to help determine the downgradient extent of contaminants The hydropunch was <br /> performed in the former UST location to assess the vertical extent of groundwater contamination <br /> at 36 feet bgs Three soil borings were taken to define the lateral extent of soil and groundwater <br /> contamination on the northeastern portion of the site and assess possible off-site sources Three <br /> soil samples and one groundwater sample were analyzed from each bonng Soil concentrations <br /> of TPHg and BTEX were detected only in boring MW-5B The highest soil concentration of <br /> TPHg (1,000 mg/kg) was detected at 25 feet bgs in MW-513 This sample was also analyzed for <br /> TPH as Jet Fuel (TPHjf) and found to contain 55 mg/kg TPHjf is unlikely to be present, but is <br /> an indicator of a hydrocarbon range on a chromatographic pattern, not a specific product <br /> Detectable concentrations of BTEX were present in soil samples collected from boring MW-513 <br /> at 25 feet and 35 feet bgs MTBE was not detected by EPA method 8260 in any of the soil <br /> samples analyzed Groundwater concentrations of TPHg and BTEX were detected in borings <br /> SB-9, MW-5B, MW-7 and MW-8 The highest groundwater concentration of TPHg (9,700 <br /> ZB178C/3rdQtr 2004 Monitoring Rpt 3 October 8,2004 <br />