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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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EHD - Public
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ment determined that there is an unacceptable to employees working on site inside Building <br /> potential excess risk of cancer and noncancer 875. The baseline risk assessment also deter- <br /> adverse health effects. mined that no other Site 300 workers or nearby <br /> The calculated excess cancer risks for po- residents are affected or potentially affected by <br /> tential residential use of ground water in the contaminated soil or soil vapor in the Building <br /> vicinity of the eastern GSA debris burial 875 area. <br /> trenches or at off-site wells is 10-5 (one in one Elevated excess human cancer risk from in- <br /> hundred thousand). The potential excess can- halation of TCE vapor at Building 875 in the <br /> cer risk for use of ground water from a hypo- GSA was calculated to be 10-5 indoors. This <br /> thetical well that could potentially be installed means that a person spending 8 hours a day, 5 <br /> at the site boundary near Building 875 was cal- days a week, for 25 years inside Building 875 <br /> culated to be 7 x 10 (seven in one hundred). may have one in one hundred thousand in- <br /> These values indicate that if ground water from creased chance of contracting cancer. How- <br /> a well at this location was consumed on a regu- ever,this excess cancer risk was based on VOC <br /> lar basis, it may present an unacceptable risk. concentrations from soil samples collected at <br /> However, no water-supply wells currently ex- the dry well release site prior to the startup of <br /> ist at the site boundary location, and ground the soil vapor extraction system. It is likely, <br /> water in the area is not used for drinking water. due to ongoing soil vapor remediation activi- <br /> In addition, Removal Actions are underway to ties,that current VOC concentrations are lower <br /> remove ground water contaminants. Existing than those used to calculate the 10'excess can- <br /> off-site water-supply wells are monitored cer risk inside Building 875. <br /> monthly for VOCs, but none have ever been U.S. EPA requires that excess cancer risks <br /> detected in these wells above Federal or State above one in one million must be addressed by <br /> drinking water standards (MCLs). These wells the various risk management measures and/or <br /> are located approximately 400 ft south-south- remedial actions presented in the FS. The <br /> east from the eastern GSA debris burial trench baseline ecological assessment, conducted to <br /> source area. The predominate ground water evaluate the potential for adverse impact to <br /> flow and plume migration direction in this area plants and animals from long-term exposure to <br /> is to the north-northeast. chemicals in the GSA, determined that VOCs <br /> The baseline risk assessment also deter- do not pose ecological risk in this area. This <br /> mined that there is an unacceptable potential determination was based on estimates of po- <br /> excess risk of cancer and noncancer adverse tential hazard from exposure to contaminants <br /> health effects to workers inside Building 875 that were calculated for mammal and aquatic <br /> who may inhale TCE vapors possibly evapo- species that could potentially inhabit this area, <br /> rating from subsurface soil. This conservatively as well as biological surveys conducted to de- <br /> assumes that a person works inside Building termine which species actually inhabit or mi- <br /> 875 for 8 hours a day, 5 days a week for 25 grate through the GSA. <br /> years. This potential exposure route is limited <br /> Summary of Cleanup Alternatives <br /> The FS presents a detailed discussion and remedial alternatives evaluated for the GSA are <br /> analysis of remedial alternatives for addressing summarized below. <br /> contamination and potential risk at the GSA. It <br /> also evaluates each alternative based on find- <br /> ing Alternative 1 <br /> the best balance among these criteria. The Alternative 1, no action, is required by <br /> 9 <br />
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