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LLNL Site 300 (USDOE) <br /> Final Release <br /> contamination is present, and if so,to identify the magnitude and source of this contamination. <br /> Remediation strategies for each OU have been de�LNLd, evaluated, and approved by regulatory <br /> agencies and the community for implementation <br /> Contaminants of Concern <br /> Two VOC plumes exist in the GSA: one in the eastern GSA and one in the central GSA. The <br /> plume in the eastern GSA originated in the vicinity of the debris burial trench area. This plume <br /> extended eastward and migrated northward into the Corral Hollow alluvium. TCE has infiltrated <br /> into the Tnbs2 regional aquifer at a point west of the sewage treatment pond where the Tnscl <br /> confining layer is absent. However, TCE concentrations in the regional aquifer have been <br /> decreasing since treatment commenced in 1991 (LLNL 1997). At the time remediation began at <br /> the Eastern GSA, the VOC plume extended over a mile to the northeast along the Corral Hollow <br /> stream channel. After 8 years of treatment,by the fall of 1999, the TCE plume (as defined by a 5 <br /> µg/L contour line)had been restricted to Site 300 property (LLNL 200site. . Figure 5 shows that this <br /> contaminated groundwater plume has, indeed,been drawn back on <br /> There are three source areas for the central GSA contamination: Building 875 dry well,Building <br /> 872 dry well, and Building 873 dry well. But the contamination in groundwater has commingled <br /> and is considered one plume with contributions from three source areas(LLNL 1997). The <br /> highest groundwater concentrations of TCE (240,000 µg/L),PCE (25,000 µg/L) <br /> (1,000 µg/L) occurred south of Building 875 near the former dry wells in a bailed sample taken <br /> in March of 1993. If a groundwater VOC concentration is 1 to 10% of that VOCs solubility in <br /> water, the VOC may be present in the form of a dense non-aqueous phase liquid (DNAPL). This <br /> high concentration (240,000 µg/L) of TCE indicates that it is most likely present as a DNAPL. <br /> DNAPLs are denser than water and tend <br /> Pe locat d at alowest <br /> depth of ZOe 35 feet iaquifer.n the Tnbs oreholes and <br /> soil sample data indicate that these DNALs ar <br /> regional aquifer at the contact point of the Tnscl confining layer. Because no other wells in the <br /> GSA have shown VOCs in concentrations high enough to indicate the presence of DNAPLs, <br /> LLNL concluded that DNAPLs were confined on-site to the Building 875 dry well pad area <br /> (LLNL 1997). Public Comment#'s 7(iv), 8, 9 and 10 of the Final Record of Decision for the <br /> General Services Operable Unit (LLNL 1997) concerned these DNAPLs, and the potential for <br /> them to serve as a continuing source of TCE contamination in the groundwater.LLNL is <br /> addressing this concern by employing remediation technologies, namely soil vapor extraction <br /> (SVE),to remove DNAPLs from the Building 875 dry wells area. Continued monitoring will <br /> also evaluate whether DNAPLs are acting as a constant source of groundwater contamination. <br /> The TCE plume emanating from the central GSA extends approximately 200 feet off site at <br /> concentrations approaching 80 Vg/L in off-site monitoring wells. Remediation of the plume <br /> source is on-going, and the off-site drinking water wells are currently unaffected by the Site 300 <br /> contamination. <br /> Groundwater Exposure Pathways <br /> There are currently no residential developments adjacent to Site 300. There are,however, 14 <br /> homes (4 are vacant) located on CSVRA property. Although the State of California provides <br /> bottled drinking water to all CSVRA residents near Site 300, groundwater is still used in all of <br /> 14 <br />