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, C <br /> SM,TH <br />• <br /> CONCLUSIONS <br /> Field observations and analytical data indicate that vertical migration of hydrocarbons through the <br /> soil has exceeded 15 feet below surface grade and that lateral migration appears to be extensive in <br /> the northern direction Analytical results of excavation confirmation samples indicate that the <br /> majority of impacted soil has been removed from the southern, southwestern, and eastern portions <br /> of the excavation Field observations indicate contarrunation along eastern portion of the northern <br /> sidewall (in the vicinity of sample GP-NW-11 0') appeared to be limited to only the saturated <br /> zone The northwest portion of the excavation was obviously discolored and impacted above and <br /> below the water table, however due to the close proximity of an adjacent structure and <br /> underground utilities, in addition to the instability of the excavation sidewalls, the excavation was <br /> limited in the northern and western directions <br /> Subsequent to pumping approximately 10,000 gallons of water from the open excavation the <br /> excavation was backfilled with clean, imported, self compacting material The excavated soil <br /> stockpile remains on-site covered and underlain with plastic sheeting <br /> Laboratory analyses of water samples collected from site monitoring wells indicate the lateral <br /> extent of the dissolved contaminant plume associated with the former underground fuel storage <br /> tanks has been essentially defined, except in the vicinity of well MW4, north of the former tank <br /> It is unclear whether contamination at MW4 can be attributed to the former tank or from a <br /> potential off-site contributing source <br /> RECOMMENDATIONS <br /> Based on field observations and analytical data from site excavation activities discussed herein, <br /> Smith Environmental proposes an additional phase of the subsurface investigation be performed <br /> to further delineate petroleum hydrocarbon contamination in the areas north and west of the <br /> excavation boundaries The investigation should include an adequate number of soil borings to <br /> determine the lateral and vertical extent of soil impaction Subsequent to the additional <br /> investigation site remedial alternatives should be re-evaluated based upon the newly acquired data <br /> Based on the analytical results of samples collected from the stockpiled soil, Smith Environmental <br /> proposes remediation of the soil by on-site aeration and/or as an alternative, impacted soil should <br /> be disposed of at an appropriate landfill <br /> 1500WSXR-0995 DOC Jr <br />