Laserfiche WebLink
C <br />C <br />C <br />C <br />c <br />C <br />a meaningful estimate of the mass of hydrocarbons removed during excavation. The maximum <br />concentration detected in samples collected prior to excavation was 3,140 ppm TPHG. Field <br />observations made by Ground Zero and PHS/EHD personnel of soil samples collected during <br />recent subsurface investigations indicate that the excavation successfully removed all impacted <br />J <br />soil in the unsaturated zone. In addition, no contamination was noted in saturated soils above <br />20 feet bgs or below 35 feet bgs in boring SB8, located in the former tank excavation. <br />The shallow groundwater beneath the site has been moderately impacted by petroleum <br />hydrocarbons. The estimated extent of dissolved hydrocarbons in the groundwater is shown on <br />Figures 3 and 4. Based upon the relatively impermeable soil and the evidence of intrinsic <br />bioremediation occurring beneath the site, passive remediation should be effective in reducing <br />dissolved concentrations in groundwater. <br />5.3 Site Specific Information Summary <br />o No municipal, industrial or agricultural wells are known to exist within 2,000 feet of the <br />project site. The nearest supply well to the site is located at 2059 Navy Drive, near <br />Tillie Lewis Drive, approximately 2,500 feet northwest of the site (Figure 5). <br />;t <br />o Figures 1 through 4 depict the site location and nearby surface waters (Figure 1), the site <br />to scale and the location of the soil excavation (Figure 2), estimated extent of <br />i <br />groundwater contamination (Figure 3) and a stratigraphic cross section of the subsurface <br />(Figure 4). <br />O Groundwater was initially encountered during drilling in 1989/1990 at approximately 25 <br />feet bgs. During drilling in June 1996, groundwater was initially encountered at <br />approximately 15 feet bgs and subsequently stabilized in the monitoring wells at <br />approximately 12.8 feet bgs. <br />groundzeVanuioklosure <br />