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' KLEINFELDER <br /> decreasing to non-detectable levels at or above the laboratory reporting limit in 3 out of the 5 <br /> samples. In only one location (B-6) the concentration increased with depth from a non-detectable <br /> ' result at 2-feet to a concentration of 110 mg/kg result at 5-feet. <br /> Soil samples analyzed from the 1-foot depths from across a majority the site indicate lead <br /> ' contamination to at least that depth. Near the perimeter of the concrete pad located near parcels <br /> 11, 12, and 13 an area to a depth of at least 3-1/2 feet has been characterized as being impacted <br /> ' with lead. The 3-1/2-foot depth was chosen as an affected depth because of the previous WHF, <br /> Inc. report (dated August 9, 2001) results showing STLC concentrations greater than 5 mg/1 to a <br /> depth of 3-1/2-feet and Kleinfelder's results to a depth of at least 2-feet. The most acutely <br /> affected areas of the site with lead contamination appears to be centrally located near the south <br /> side of the concrete pad where contamination was shown to extend to at least 5-feet. Kleinfelder <br /> estimates that approximately 1,150 cubic yards of soil are affected with lead contamination. <br /> ' Please see the attached site map for details. <br /> Groundwater elevations ranged from -11.43 feet above msl to -12.22 feet msl. The depth to water <br /> ' was approximately 22 to 24 feet bgs. The groundwater flow direction was calculated to be <br /> towards to the east/southeast, with an overall gradient of 0.001 feet/foot. MW-1 is the <br /> downgradient well during this sampling event and MW-2 and MW-3 were the upgradient wells <br /> ' during this sampling event. <br /> Groundwater samples were collected for laboratory analysis at the site from each of the three <br /> ' newly installed monitoring wells. The groundwater samples were analyzed for CAM-17 metals, <br /> volatile organic compounds, TPH-d,TPH-mo, TPH-g, and ethylene glycol. <br /> Based on the analytical result, the baseline groundwater quality at the site can be characterized as <br /> having exceedences for the metal selenium in one well sample and methylene chloride in each of <br /> ' the three groundwater samples over the applicable Water Quality Goals (WQGs) as expressed in <br /> the "California Environmental Protection Agency Regional Water Quality Control Board, Central <br /> Valley Region, A Compilation of Water Quality Goals", dated August 2003. Selenium is <br /> 1 naturally occurring in some soil and groundwater within the San Joaquin Valley. Methylene <br /> chloride is a solvent which may be used for degreasing, in fumigants, textile and leather coatings, <br /> as a spotting agent, for dewaxing, an industrial solvent and as a paint stripper, used in certain <br /> ' aerosols, in the manufacture of photographic film and as a analytical lab chemical. The potential <br /> is there that the methylene chloride detected in the three water samples was a laboratory <br /> contaminant. However, it is unlikely since no methylene chloride was present in either laboratory <br /> ' blank (QC sample). <br /> The WQG for selenium is 0.05 mg/l and is expressed as a Primary Maximum Contaminant Level <br /> ' (PMCL). Selenium detected in the water sample collected from MW-2 had a concentration of <br /> 0.56 mg/l slightly above the PMCL for selenium. Selenium was not detected at or above the <br /> laboratory reporting limit for MW-1 or MW-3 which might suggest an off-site source upgradient <br /> ' to MW-2. Other metals detected in the groundwater samples included barium, chromium, <br /> vanadium, and zinc. The detected concentrations of these metals were below the respective <br /> ' WQGs. <br /> 42162.E0I /ST04R854 Page 2of22 <br /> Copyright 2004,Kleinfelder,Inc. July 1,2004 <br />