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detectable volatile petroleum hydrocarbon concentrations and a significant decrease in residual <br /> diesel fuel concentrations (7,100 ppm diesel in 1991, 2,900 ppm diesel in 1993) <br /> In November 1994, the former tank location was overexcavated in an attempt to remove <br /> residual diesel fuel concentrations remaining beneath the original tank excavation backfill at <br /> approximate depths of 10 to 20 feet below grade Approximately I8 yd' or 25 tons of <br /> excavation fill material was segregated from the approximately 33 yd' or 50 tons of native <br /> soil generated during excavation procedures Both the fill material and native soil were found <br /> to be impacted by petroleum hydrocarbons and were subsequently disposed offsite Following <br /> the removal of the approximately 51 yd' or 75 tons of soil from the former tank location, <br /> residual diesel concentrations of 740 ppm (excavation floor) and 900 ppm (southwest side <br /> wall) were encountered in verification soil samples These residual concentrations of diesel <br /> fuel are significantly less than the 2,900 ppm observed in 1993 <br /> 9.2 Leaching Potential Analysis <br /> Table 2-1 of the State of California's Leaking Underground Fuel Tank Task Forces <br /> "Leaking Underground Fuel Tank (LUFT) Field Manual", February 1989, was consulted in <br /> order to estimate the concentrations of residual diesel fuel that can be left in place without <br /> threatening groundwater The depth to groundwater employed in calculation was based on the <br /> water level in the onsite well (135 ft) The average annual precipitation data was derived <br /> from a thirty year annual average of 14 04 inches Iisted in the National Oceanic and <br /> Atmospheric Administrations "Local Climatological Data - Annual Summary with <br /> Comparative Data - Stockton, California" Unique site feature's, which lend to contaminant <br /> migration, were considered to be coarse-grained site soils, near by agricultural/industrial <br /> wells, the Calaveras River and the Mokelumne Aqueduct The score tabulated utilizing the <br /> referenced table was 44 points Based on this score the maximum allowable diesel <br /> concentration is 1,000 ppm A copy of the Table 2-1 worksheet is included in Appendix D <br /> for reference <br /> Table 2-3 of the LUFT field manual for calculation of acceptable cumulative soil <br /> contamination levels was reviewed, however, due to the lack of detectable volatile <br /> hydrocarbon concentrations (the constituents with the greatest leaching potential) The <br /> worksheet was not applicable No health standards are currently established for diesel fuel <br /> concentrations, only for the volatile components of fuel <br /> M7J01-27-95/UST/95-0011 nbr 12 <br />