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2900 - Site Mitigation Program
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Health Risks Continued from page and FHCs. Preliminary risk estimates for volatilization of <br /> The health risks from potential exposures to the VOCs are contaminants from the surface soils were also extremely <br /> presented in Table 2. A detailed risk assessment was not low,and were therefore not considered in the detailed risk <br /> done for FHCs because their potential to migrate offsite in assessment. The results of a screening-level risk analysis <br /> concentrations above drinking water standards is very that LLNL prepared for tritium is on page 3. <br /> low. Similarly,risk assessments were not done for chromi- No One Currently Using Contaminated Water <br /> um and lead because they occur in relatively small areas <br /> along with VOCs and FHCs,respectively. These metals No one is currently using water that has been affected <br /> will be removed and treated if necessary with the VOCs by the Livermore site contaminants: <br /> ■ All affected private and agricultural wells have been <br /> Scenario Arrival Time of Additional sealed off. <br /> Maximum VOC Cancer Risk - <br /> Concentrations 3 ■ LLNL employees use water from the Hetch-Hetchy <br /> Best Estimate f 270 years 7 in 10,000,000 4 Reservoir and sometimes from the Zone 7 Water <br /> District. <br /> Health Conservative f 110 years 1 in],1100 <br /> Health Conservative r 1 years 2 in 1,000 ■ No LLNL contaminants have reached the Livermore <br /> municipal water supply wells,or are likely to for over <br /> I Based on VOCs reaching municipal wells in downtown Livermore. 1 OOears. <br /> 2 Based on VOCs reaching a hypothetical monitor well drilled immediately 100y <br /> ears. <br /> of LLNL. It is unlikely that the contaminated ground water <br /> 3 This is the estimated length of time it will take for the highest concentration of <br /> chemicals to reach the specified well. The best estimate assumes a migration west of LLNL will need to be used as a drinking water <br /> rate based on curent data,and some degradation and retardation(slowing) source in the future. This is because City water is avail- <br /> of the chemical. The health conservative estimate assumes that the ground <br /> water will move twice as fast as in the best estimate,and that the chemicals able at a relatively low price and the ground water is <br /> will not degrade or be retarded in their migration. naturally quite"hard" (contains cpineral salts). There is <br /> 4This means that each individual that consumes 2liters of this water each <br /> day for 70 year would increase his or her risk of developing cancer by 7 in also little residential demand for the shallow ground <br /> 10 million. This risk is in excess of the normal 1 in 4 cancer risk faced by all water near LLNL,nor should there be any in the future <br /> Americans. <br /> because of readily available City water. v <br /> Table 2. Summary of the maximum potential cancer risks for exposure <br /> to VOCs in well water if no cleanup occurs. <br /> Evaluation of Cleanup Alternatives <br /> The Feasibility Study(FS)evaluat- The last three technologies The FS and PRAP evaluated the <br /> ed many alternative cleanup strate- were dropped from detailed eval- most promising remedial technolo- <br /> gies for the Livermore site. These uation because: bioremediation is gies and alternatives according to <br /> alternatives are divided into two naturally occurring at the FHC's nine EPA evaluation criteria used <br /> general groups,according to release area,but bioremediation for all Superfund sites(see page 9). <br /> whether the chemical contaminants of VOCs is still too experimental Figure 6 on page 8 is a chart that <br /> are in ground water or in unsaturat- for the specific conditions at evaluates these alternatives against <br /> ed soils. The alternatives would use LLNL;chemical precipitation the nine EPA criteria. The alterna- <br /> different treatment technologies, requires further treatment prior to lives are summarized below. <br /> some of which are described on disposal;and ultrafiltration is rel- Ground Water Remedial Alternatives <br /> pages 6-7 of this fact sheet. atively inefficient and is prone to <br /> clogging. The PRAP evaluates three reme- <br /> The ground water remedial dial alternatives for ground water. <br /> alternatives all use a "pump and For unsaturated soil,the four Two of the three alternatives <br /> treat" strategy. Seven treatment primary remediation approaches involve immediately pumping the <br /> technologies were initially consid- evaluated were: excavation and water out of the ground and treat- <br /> ered in the FS for the contaminants disposal or onsite treatment;cap- ing it in above-ground treatment <br /> of concern. They are: ping;vacuum-induced venting; facilities located onsite. The third <br /> 1. granular activated carbon(GAC) and allowing the contaminants to alternative would treat contaminat- <br /> 2. air stripping(with GAC filter- naturally migrate,with treatment_ ed ground water from a municipal <br /> ing of the air discharge) only if concentrations above supply well in use by the City of <br /> drinking water standards result. Livermore,onlyif contaminants <br /> 3. ultraviolet light/hydrogen per- Vacuum-induced ventingrequires <br /> oxidation(with air stripping) q from LLNL ever reach it. <br /> 4. ion exchange treatment of the extracted vapors. <br /> g Three treatment technologies eval- Because the contaminants in the <br /> 6. chemical precipitation. bioremediation uated were: thermal oxidation, ground water vary in type,loca- <br /> tion,depth,and concentration,the <br /> 7. ultrafiltration catalytic oxidation,and GAC. P <br /> continued on page 5 <br />
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