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CERCLA to provide a basis from which to de- Alternative 3 <br /> velop and evaluate the other remedial altema- <br /> tives. Under the no-action alternative, all re- Alternative 3 includes all the elements of <br /> Alternatives 1 and 2 and adds ground water and <br /> medial activities in the GSA would cease. Sam- <br /> pling and analysis of ground water from moni- soil vapor extraction to remove TCE and other <br /> VOCs from ground water, soil and rock. Alter- <br /> for wells in the area would continue to monitor <br /> TCE and other VOCs in the subsurface. Ad- native 3 is divided into two scenarios: Alterna- <br /> ministrative controls would provide a degree tives 3a and 3b. Both are the same with respect <br /> of protection to human health by restricting ac- to the objective and method of subsurface soil/ <br /> cess to or activities in certain areas of contami- rock remediation but differ in their ultimate ob- <br /> nation. Modeling indicates that ground water jectives for ground water remediation. <br /> Both Alternatives 3a and 3b include: <br /> VOC concentrations would be reduced to <br /> drinking water standards through natural at- All elements of Alternatives 1 and 2, <br /> plus <br /> tenuation and degradation after 75 years under <br /> the Alternative 1 scenario. Groundwater moni- Soil vapor extraction and treatment by <br /> toring will be conducted for the 75-year period carbon adsorption in the central GSA <br /> dry well source area. <br /> plus Syears of post-"remediation"monitoring. <br /> Estimated 80-year present-worth cost = Extraction and treatment of ground wa- <br /> $4,270,000. ter by air stripping and/or carbon ad- <br /> sorption in the central GSA dry well <br /> Alternative 2 area and the eastern GSA debris burial <br /> trenches area. <br /> Alternative 2 focuses on preventing human Under Alternatives 3a and 3b, DOE/LLNL <br /> exposure to TCE and other contaminants will continue to operate the existing soil vapor <br /> through ingestion of ground water from exist- extraction system at the central GSA dry well <br /> ing water-supply wells. area to reduce VOC concentrations in soil va- <br /> Alternative 2 includes: por to levels protective of ground water (i.e., <br /> • Monitoring. MCLs) and to mitigate VOC inhalation risk in- <br /> • Contingency point-of-use treatment us- side Building 875. DOE/LLNL expect that soil <br /> ing aqueous-phase carbon adsorption vapor extraction will reduce soil vapor concen- <br /> for three off-site water-supply wells. trations in the Building 875 area to the <br /> • Restrictions on access and procedures remediation goal of 360 ppbv�v within 10 years. <br /> for construction in the area. Modeling indicates that this soil vapor concen- <br /> As with Alternative 1, reduction of VOC tration is protective of ground water by prevent- <br /> concentrations in ground water through natu- ing contamination of ground water at concen- <br /> ral attenuation and degradation would take ap- trations above drinking water standards. Alter- <br /> proximately 75 years under the Alternative 2 natives 3a and 3b are discussed further below. <br /> scenario. Ground water monitoring will be con- <br /> ducted for the 75 year period plus 5 years of Alternative 3a <br /> post-"remediation" monitoring. <br /> Estimated 80-year present-worth cost —_ Under Alternative 3a,DOE/LLNL will ex- <br /> $4,570,000. pand the existing ground water extraction and <br /> treatment system in the central GSA dry well <br /> 10 <br />