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' 30 August 2004 <br /> AGE-NC Project No 99-0592 <br />' Page 12 of 13 <br />' The nearest surface water feature to the site is the Stockton Diverting Canal, located approximately <br /> 2,300 feet south-southwest of the site 1t is unlikely that water in the Stockton Diverting Canal is <br /> contaminated by impacted ground water from the site based on its distance and direction (up- <br /> gradient) from the site <br />' 7.0. SUMMARY/CONCLUSIONS <br /> The following conclusions were drawn from the results of this investigation <br />' Silt and clay were generally encountered to a depth of 57 feet bsg, with significant sand <br /> encountered at approximately 60 feet and 83 feet bsg Silt and sandy silt were encountered <br />' between the two main sand units Soil below 85 feet bsg consisted of clayey silt and other <br /> fine-grained soils Ground water was encountered at 64 feet bsg in the CPT soundings <br />' Pore pressure dissipation tests suggest that hydraulic conductivities were typical for sand <br /> where grab ground water samples were collected <br />' No analytes of concern were detected above laboratory reporting limits in any of the grab <br /> ground water or soil samples collected <br /> • The vertical limits of the dissolved plume have been defined on-site and do not extend <br />' greater than 70 feet bsg Laterally, hydrocarbon-impacted soil is defined to the west by soil <br /> boring B-2, to the northwest by B-3, to the south by boring MW�, and the northeast by <br /> bonn B-4 ��, �� 3 41-11, 1 Oq <br />' Dissolved hydrocarbon contamination detected in well MW-1 is likely the result of soil <br /> contamination present within the upper portions of the screened interval Some perched water <br />' may be present around 45 feet bsg, in the lens of silty sand/sandy silt (see MW-1 in cross- <br /> section A-A',Figure 4)-Contamination in MW-1 maybe due to seepage from perched water <br /> Water from the ground water table is likely not contaminated No contaminants of concern <br />' were detected in ground water samples collected from CPT-1 near MW-1 <br /> • Volumetric calculations indicate TPH-g in soil to be approximately 279 8 gallons,equivalent <br />' to 1,749 pounds <br /> • Release/s of petroleum hydrocarbons occurred from the on-site USTs Once released to the <br /> subsurface, the contaminants migrated into the upper clayey soil to a vertical depth of <br />' approximately 40 feet bsg The detected concentrations in ground water samples collected <br /> from the former UST location (e g , MW-1) have remained stable since ground water <br /> monitoring began in November 1999,indicating that further migration of hydrocarbons from <br />' the source area is not occurring Furthermore, analytes of concern have not been detected <br /> above laboratory reporting limits in ground water samples collected from perimeter <br /> Advanced GeoEnWronmental,Inc <br />