2.6. Summary of Unremediated Site Risks


  1. Human Health Risks
    1. Contaminant Identification
      1. Media of Concern
      2. Contaminants of Concern
      3. Concentrations of Chemicals of Concern Used in the Risk Assessment
    2. Exposure Assessment
      1. Exposure Pathways
      2. Potentially Exposed Population
      3. Exposure Point Concentration Estimates
      4. Exposure Frequency and Duration
    3. Toxicity Assessment
      1. Cancer Potency Factors
      2. Reference Doses for Noncarcinogens
    4. Risk Characterization
      1. Carcinogenic Risks
      2. Potential for Noncarcinogenic Effects
      3. Combined Carcinogenic Risks and Hazard Indices
      4. Sources of Uncertainty
    5. Environmental Risks
    6. Risk Assessment Conclusions

As part of the RI report (Thorpe et al., 1990), the BPHA (Layton et al., 1990) was conducted to estimate the potential future health risks if contaminants in ground water and sediments originating from LLNL were not remediated. Evaluation of a no-action scenario is a requirement of the NCP, 40 CFR section 300.430(e)(6), to represent a baseline condition. In addition, a risk assessment was conducted as part of the FS (Isherwood et al., 1990) to estimate the potential public health risks if the concentrations of VOCs in ground water were reduced to their respective MCLs. These and other assessments of potential risks are summarized in the PRAP (Dresen et al., 1991) and below. Details of the risk assessments are contained in the RI and FS.

2.6.1. Human Health Risks

The LLNL risk assessment consisted of several steps: Each of these is discussed below.


2.6.1.1. Contaminant Identification


2.6.1.1.1. Media of Concern

The primary medium through which public exposure to LLNL contaminants may occur is ground water. Air is also a medium of concern for contaminants that may volatilize from contaminated soil or ground water. The public is not directly exposed to contaminated soils because no offsite surficial soils contain significant concentrations of contaminants originating from LLNL. Contaminated onsite surficial soils were evaluated as a potential medium of concern. However, a screening analysis of the risks resulting from potential onsite exposure to contaminated soils has shown these risks are insignificant (Layton et al., 1990; Hoffman, 1991b; Macdonald et al., 1991). Therefore, surficial soils are not a medium of concern for the LLNL site.

2.6.1.1.2. Contaminants of Concern

A screening analysis was conducted to determine which substances and exposure pathways are potentially important from the perspective of potential adverse health effects. A statistical analysis of thousands of water and soil samples estimated the relative abundance of particular contaminants in the study area (Layton et al., 1990). TCE, PCE, and chloroform account for an estimated 91% of the total amount of VOCs dissolved in the LLNL-area ground water. Of the remaining VOCs, the most hazardous are carbon tetrachloride and 1,1-DCE, which were used to represent the potential adverse effects of the remaining 9% of the VOCs. Nearly 60% of the mass of the remaining 9% of VOCs is 1,1-DCE. These compounds were used to estimate the public health risks resulting from the offsite migration and domestic use of contaminated ground water. According to the U.S. EPA, PCE, TCE, chloroform, and carbon tetrachloride are classified as B2 carcinogens, which are described as "probable human carcinogens indicated by sufficient evidence in animals and inadequate or no evidence in humans" (U.S. EPA, 1989a). 1,1-DCE is classified as a Class C carcinogen by the U.S. EPA (possible human carcinogen).

Other contaminants in soil and ground water include benzene at the Gasoline Spill Area, tritium, and inorganic substances, such as chromium, lead, nitrate, sulfate, and manganese. A screening analysis of the transport and fate of benzene indicates that benzene or other gasoline-related contaminants (toluene, xylene isomers, and ethylbenzene) are not likely to reach detectable concentrations west of LLNL. Similarly, tritium continues to undergo radioactive decay with a 12.3-year half-life such that by the time ground water containing elevated levels of tritium would migrate to the western LLNL boundary in the absence of remediation, concentrations would be within background levels. As stated in Section 2.5.4, LLNL plans to monitor tritium in ground water over the life of the cleanup.

As discussed in a letter to the regulatory agencies (Hoffman, 1992), there is strong evidence that the lead in LLNL ground water is naturally occurring. Furthermore, as described in Section 2.5.3, it appears that the migration potential for lead is very low, and its occurence above the remediation standard is very limited. Several inorganic substances, including chromium, nitrate, sulfate, and manganese, occur in ground water in concentrations exceeding regulatory limits in various monitor wells, sporadically located onsite and offsite. Except perhaps for chromium, which has been used in LLNL cooling towers, the observed concentrations appear to reflect background levels of these constituents in ground waters in the Livermore Valley.

2.6.1.1.3. Concentrations of Chemicals of Concern Used in the Risk Assessment

To assess the ground water exposure pathway, migration of the five VOCs of concern (PCE, TCE, chloroform, carbon tetrachloride, and 1,1-DCE) was simulated using the January-September 1988 concentrations as initial conditions. These concentrations range from the various detection limits up to a maximum of 6 ppm for TCE in the Building 518 Area.


2.6.1.2. Exposure Assessment


2.6.1.2.1. Exposure Pathways

The only potential exposure pathway for present and future offsite populations is use of contaminated well waters. For domestic water uses, the potential exposure pathways are ingestion of drinking water, inhalation of volatile substances, and entry through the skin. For irrigation uses, the potential exposure pathways are inhalation of volatilized chemicals from sprinklers, and ingestion of foods from crops or home gardens irrigated with water containing the chemicals of concern. Exposure from contact with surface water runoff or sediment in local arroyos that receive drainage waters from the LLNL site is not a pathway of concern, because no chemicals of concern have been detected in downstream drainage channels near LLNL, and ground water does not discharge to streams near LLNL. The most important offsite exposure pathways with regard to health risk are those that result from domestic well water use from offsite wells (Thorpe et al., 1990).

2.6.1.2.2. Potentially Exposed Population

As described in the BPHA and in Section 2.6.1.1.1 above, there are no significant onsite exposure pathways for LLNL site contaminants. Prior to any soil excavation at LLNL, the existing soil cleanup data are reviewed and maps of known or suspected contamination are consulted to determine whether additional sampling needs to be conducted prior to excavation. If no samples have been previously collected in a given area, preconstruction sampling is performed before excavation begins. If contamination is found, appropriate safety and disposal practices are overseen by the LLNL Hazards Control Department.

The only potentially exposed offsite population consists of residents who use ground water that has migrated from LLNL. In the assessments of risk for the LLNL site, a future residential-use scenario was not considered because it is unlikely that transfer of ownership of the site from DOE would occur in the foreseeable future. No change in ownership of the LLNL Main Site or any portion thereof, or notice pursuant to Section 120 of CERCLA, will relieve DOE of its obligation to clean up contamination resulting from DOE activities, or any future contamination resulting from DOE activities at LLNL. In addition, no change of ownership of the site or any portion thereof will be consumated by DOE without provision for continued maintenance of any containment system, treatment system, monitoring system, or other response action(s) installed or implemented under terms of the LLNL FFA.

2.6.1.2.3. Exposure Point Concentration Estimates

To assess the potential future health risks of the known contaminants in ground water, the movement of VOCs from their current distribution was simulated with a model. A semianalytical model of contaminant transport and fate in ground water was used that considers advection, dispersion, retardation, and degradation. The BPHA contains details on the assumptions and the parameters used in the model.

To address uncertainty inherent in all contaminant migration calculations, two scenarios were investigated, one called "best-estimate" and the other "health-conservative." The health-conservative scenario uses parameter values and assumptions that yield exposures that are very unlikely to be exceeded. U.S. EPA prefers using the most conservative of the health-conservative scenarios (footnote "b," Table 4, Section 2.6.1.4.3) as their estimate of the potential health risk from the LLNL site. The best-estimate simulations use parameter values that are considered to be the most likely or the most representative, based on existing knowledge of the LLNL ground water system and contaminant properties. Best-estimate simulation assumes no human exposure to the ground water until it reaches the currently used municipal supply wells in downtown Livermore because no private wells are currently contaminated and administrative control limits the potential for domestic well installation into a contaminated zone. The administrative control consists of notification by Zone 7, the local water agency, that a proposed new well is in or near the contaminant plume.

2.6.1.2.4. Exposure Frequency and Duration

The exposure period for the offsite public for any exposure pathway of concern was assumed to be a 70-year lifetime. For offsite exposures to contaminated ground water, the fate and transport model was used to calculate maximum 70-year average concentrations in ground water at existing and potential offsite wells. It was assumed that the exposed population uses ground water as its sole source of domestic water for this continuous 70-year period. These and other assumptions were used to estimate the total daily uptake of each chemical of concern in milligrams of chemical per kilogram body mass per day (mg/kg-day).


2.6.1.3. Toxicity Assessment


2.6.1.3.1. Cancer Potency Factors

Cancer potency factors (CPFs) have been developed by U.S. EPA to estimate excess lifetime cancer risks associated with exposure to potentially carcinogenic chemicals. CPFs, expressed in units of (mg/kg-day)-1, are multiplied by the estimated intake of a potential carcinogen, in mg/kg-day, to provide an upper-bound estimate of the excess lifetime cancer risk associated with exposure at that intake level. The term "upper bound" reflects the conservative estimate of the risks calculated from the CPF. Use of this approach makes underestimation of the actual cancer risks highly unlikely. CPFs are derived from the results of human epidemiological studies or chronic animal bioassays to which animal-to-human extrapolation and uncertainty factors have been applied (e.g., to account for the use of animal data to predict the effects on humans).

CPFs for the LLNL chemicals of concern are listed in Table 2. In conformance with EPA methodology, cancer potencies are based on applied, rather than metabolized, doses.

2.6.1.3.2. Reference Doses for Noncarcinogens

Reference doses (RfDs) have been developed by EPA for indicating the potential for adverse health effects from exposure to chemicals exhibiting noncarcinogenic effects. RfDs, which are expressed in units of mg/kg-day, are estimates of lifetime daily exposure levels for humans, including sensitive individuals. Estimated intakes of chemicals from environmental media (e.g., the amount of a chemical ingested from contaminated drinking water) can be compared to the RfD. RfDs are derived from human epidemiological studies or animal studies to which uncertainty factors have been applied (e.g., to account for the use of animal data to predict the effects on humans). These uncertainty factors help ensure that the RfDs will not underestimate the potential for adverse noncarcinogenic effects to occur.

Reference doses for the LLNL chemicals of concern are listed in Table 3.


2.6.1.4. Risk Characterization


2.6.1.4.1. Carcinogenic Risks

The information from the preceeding steps was combined to determine if an excess health risk would exist if the site were not remediated. Excess lifetime cancer risks are determined by multiplying the intake level with the CPF. These risks are probabilities that are generally expressed in scientific notation (e.g., 1 x 10-6 or 1E-6). An excess lifetime cancer risk of 1 x 10-6 indicates that, as a plausible upper bound, an individual has a one in one million chance of developing cancer as a result of site-related exposure to a carcinogen over a 70-year lifetime under the specific exposure conditions at a site.

Tables A-1 and A-2 in Appendix A summarize the estimated cancer risks for offsite exposure to ground water for both the best-estimate and health-conservative exposure scenarios for PCE, TCE, 1,1-DCE, chloroform, and carbon tetrachloride. Under the best-estimate exposure scenario (Table A-1), the greatest incremental cancer risk is seven in ten million (7 x 10-7), which is associated with a well 2 miles west of the LLNL site that is in the path of the plume containing the highest concentrations of 1,1-DCE. Under the health-conservative exposure scenario (Table A-2), the incremental cancer risks are on the order of one in one thousand (10-3) to one in one million (10-6) for all wells. The highest predicted risk, two in one thousand (2 x 10-3), is for a hypothetical well about 250 feet west of the LLNL site. However, no such wells have been constructed to date or are planned for installation prior to cleanup. The most conservative of the health-conservative scenarios (i.e., the one with the 2 x 10-3 incremental risk) is the scenario prescribed by EPA for the LLNL site.

2.6.1.4.2. Potential for Noncarcinogenic Effects

Potential noncarcinogenic effects of a single contaminant in a single medium is expressed as the hazard quotient (HQ) (or the ratio of the estimated intake derived from the contaminant concentration in a given medium to the contaminant's reference dose). By adding the HQs for all contaminants within a medium or across all media to which a given population may be reasonably exposed, the hazard index (HI) can be estimated. If only one compound is involved, then the HQ is equivalent to the HI. If the HI value is greater than 1.0, exposure could result in adverse health effects. The HI provides a useful reference for gauging the potential significance of multiple contaminant exposures within a single medium or across media.

Tables A-3 and A-4 in Appendix A summarize the estimated HQ's for offsite exposure to ground water for both the best-estimate and health-conservative exposure scenarios for the chemicals of concern at LLNL. Under the best-estimate exposure scenario (Table A-3), the greatest HQ is 1.4 x 10-3, which is for a hypothetical well 2 miles west of the LLNL site in the path of the plume containing the highest concentrations of carbon tetrachloride. Under the health-conservative exposure scenario (Table A-4), the HQ's are on the order of 10-2 to 10-1 for all wells. The highest predicted HQ (0.8) is for a hypothetical well that is 250 feet west of the LLNL site.

2.6.1.4.3. Combined Carcinogenic Risks and Hazard Indices

The maximum theoretical excess cancer risks for a hypothetical, no-remediation scenario, based on the assumption that an individual will use well water for a 70-year (lifetime) period, are presented in Table 4. The maximum additional cancer risk associated with the best-estimate scenario in Table 4 means that the cancer risk from a lifetime exposure to VOCs (PCE, TCE, chloroform, and carbon tetrachloride) in well water derived from a downtown Livermore municipal supply well could be as high as 7 in 10 million (7 x 10-7), using EPA assessment methods. This means that each individual that consumes 2 liters (about 2 quarts) of this water each day for 70 years would increase his or her risk of developing cancer by 7 in 10 million above the normal 1 in 4 cancer risk for Americans (U.S. EPA, 1989a). The HI associated with the best-estimate scenario is far below 1.0, indicating exposure at the predicted concentrations would not produce any adverse health effects from noncarcinogens (see the RI, Thorpe et al., 1990, for details).

Under the health-conservative no-remediation scenario, the maximum additional cancer risk is two in one thousand (2 x 10-3) for a lifetime exposure to contaminants in water from a potential monitor well drilled 250 feet west of LLNL. The HI calculated for this scenario is 1. Because no drinking water wells are likely to be drilled in the area 250 feet west of LLNL, we also calculated the risk based on a lifetime exposure to well water derived from downtown Livermore using the health conservative assumptions. This unlikely scenario results in a maximum additional cancer risk of one in one thousand (1 x 10-3) and an HI of 1. The HI of 1 for the health-conservative scenario indicates that there is some potential for noncarcinogenic health effects if the very conservative assumptions of the health conservative scenario were ever realized, and if there was an additive effect of all the individual compounds. Both health-conservative risks in Table 4 exceed EPA's one in ten thousand to one in ten million (1 x 10-4 to 1 x 10-7) acceptable risk range for Superfund sites.

2.6.1.4.4. Sources of Uncertainty

Uncertainties are associated with all estimates of cancer and noncancer health hazards. These uncertainties result from incomplete knowledge of many physical and biological processes, such as carcinogenesis. Where specific information is not available, it is necessary to make assumptions and/or use predictive models to compensate for lack of information. The assumptions, models, and calculations are chosen such that the resulting risk and hazard estimates are health-conservative. The specific sources of uncertainty in the risk and hazard estimates presented here are further discussed in the BPHA.


2.6.1.5. Environmental Risks

Currently, there is no potential risk of ecological impacts related to environmental exposure to ground water because no ground water containing contaminants is present at the surface, either onsite or offsite. No perennial streams exist at or near the site and no streams receive flow from ground water. No critical habitats are affected by the ground water and soil contamination. No endangered species or habitats of endangered species are affected by the site contaminants, as described in the FS (Isherwood et al., 1990).


2.6.1.6. Risk Assessment Conclusions

In summary, the identified compounds of concern, if not addressed by implementing the response actions selected in this ROD, may present a potential risk to public health.


2.7. Description of Remedial Alternatives
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