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I <br /> since July 1996. This study indicated that the historical decreases in TPH concentrations in <br /> groundwater provide evidence that natural attenuation of these compounds has occurred and is <br /> occurring at the site. However, the reported results of inorganic analyses and water quality <br /> parameters were inconclusive in suggesting whether electron acceptors such as nitrate and sulfate <br /> are available and being utilized within the petroleum hydrocarbon plume in groundwater(URS, <br /> 2000). <br /> During the Second Quarter 2000, the groundwater monitoring event included the use of Kabis <br /> sampling, which is a method for discreet sampling. Results-associated with standard sampling <br /> 9 99/1-1methods reported TPHg and benzene for two wells at concentrations of 2,000 and 20 <br /> I �� <br /> respectively. Results of Kabis samples collected at depths between 17 and 20 m (57 and 65 ft) <br /> bgs from the same two wells yielded maximum TPHg and benzene concentrations of 3,000 and <br /> 980 µg/l, respectively. TPH-d and MTBE were not detected in any of the groundwater samples. <br /> I <br /> In November 2000, while removing old surface and subgrade for repaving at the site, Caltrans <br /> and construction personnel noted discolored and odorous soil. Nineteen soil samples were <br /> collected at a depth of 0.5 m (1.5 ft)bgs over approximately 232s.quare m (2,500 square ft). Soil <br /> 1. samples were also obtained in three locations at 1.2 m (4 ft)bgs to confirm the contaminants did <br /> not penetrate below 0.6 m (2.0 ft) from an onsite stockpile. .One sample with a reported lead <br /> concentration of 1,800 mg/kg was later concluded to be anoimalous. Caltrans' consultant <br /> concluded that the heavy petroleum hydrocarbon impaction jwas associated with old asphalt and <br /> that the impacted soils in general were a non-hazardous waste (Professional Services Industries, <br /> 2000). <br /> In November 2001,MW-14 was abandoned, and MW-14Awas installed to a depth of 18.2 m <br /> (60 ft)bgs. A cone penetrometer(CPT) soil boring, CPT-1, was advanced to a maximum depth <br /> of 30 m (100 ft) bgs to obtain groundwater samples (Geocon, 2001). <br /> I <br /> i <br /> i1 a <br /> sa�oP-N.jsacOPM2IPRJIPJ8V8319 8V.Zab.cbc 1-3 <br />