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2900 - Site Mitigation Program
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PR0009019
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/18/2019 2:01:27 PM
Creation date
6/18/2019 1:30:24 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009019
PE
2954
FACILITY_ID
FA0004085
FACILITY_NAME
LLNL-SITE 300
STREET_NUMBER
0
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Preferred Remedial Alternative <br /> DOE/LLNL, U.S. EPA, RWQCB, and (i.e.,5 ppb forTCE)are reached in both <br /> DTSC believe that Alternative 3b is the best the regional and shallow aquifers. <br /> remedial alternative,considering the CERCLA Modeling predicts that ground water <br /> evaluation criteria. extraction will reduce ground water <br /> In summary, the preferred remedial alter- VOC concentrations in the central GSA <br /> native 3b includes the following components: and eastern GSA debris burial trenches <br /> • Monitoring to be conducted throughout area to MCLs within 55 years and 10 <br /> the predicted 55 years of remediation years, respectively. <br /> plus 5 years of post-remediation moni- The estimated 60-year present-worth cost <br /> toringfor the preferred alternative 3b is$19,750,000. <br /> • Contingency point-of-use treatment us- Alternative 3b is protective of human health <br /> ing aqueous-phase carbon adsorption for and the environment. The risk reduction com- <br /> three off-site water-supply wells. ponents of this alternative are readily imple- <br /> • Restrictions on access and procedures mentable with modifications to the existing <br /> for construction in the area. ground water and soil vapor extraction and <br /> • Soil vapor extraction and treatment by treatment systems. Figures 9 and 10 show sche- <br /> carbon adsorption in the central GSA dry matic drawings of the proposed soil vapor and/ <br /> well source area. Soil vapor extraction or ground water extraction and treatment sys- <br /> will be conducted to reduce VOC con- tems in the central and eastern GSA, respec- <br /> centrations in soil vapor to levels pro- tively. <br /> tective of ground water(i.e.,MCLs)and Ground water and soil vapor extraction and <br /> to mitigate VOC inhalation risk inside treatment are established remedial technologies <br /> Building 875. Modeling indicates that and,since functioning treatment systems are al- <br /> the remediation goal of 360 ppbV/V will ready in place, they will readily fulfill the re- <br /> be reached within 10 years. The evalu- quirements of the evaluation criteria. <br /> ation criteria for reaching the soil vapor However, other more innovative technolo- <br /> gies will continue to be considered for applica- <br /> extraction remediation goal will be dis- <br /> cussed in detail in the ROD. tion to the GSA throughout the process of re- <br /> Extraction and treatment of ground wa- mediation. These technologies may be intro- <br /> ter by air stripping and/or carbon adsorp- duced into the process if site conditions change <br /> tion in the central GSA dry well area and or technology development and testing indicate <br /> the eastern GSA debris burial trenches a potential for cost-effective and expedited re- <br /> area until MCL drinking water standards mediation. <br /> 14 <br />
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