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Human and Ecological Risk Assessment - Earthjustice

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Section 3.0Analysisstream (surface impoundment porewater <strong>and</strong> l<strong>and</strong>fill leachate) for comparison with health-basednumbers (HBNs) <strong>and</strong> CSCLs. Data processing to create these analyte concentrations involvedtwo steps:• Calculation of average constituent concentrations by site for l<strong>and</strong>fill leachate,surface impoundment porewater, <strong>and</strong> total ash concentrations. Site averaging avoidspotential bias toward sites with many analyses per analyte. During site averaging,separate waste disposal scenarios at a site (e.g., non-FBC <strong>and</strong> FBC ash; FGD sludge <strong>and</strong>ash) were treated as separate “sites” <strong>and</strong> averaged independently. Nondetects wereaveraged at one-half the reported detection limit. 6• Selection of screening concentrations from site-averaged values. For the screeningcalculations, the analysis used the 90th percentile of the site-averaged concentrationsacross all sites for l<strong>and</strong>fill leachate <strong>and</strong> surface impoundment porewater.Appendix A describes the CCW constituent database <strong>and</strong> how the waste constituentconcentrations were selected <strong>and</strong> processed for the screening analysis <strong>and</strong> full-scale riskassessment.3.2.2 Media-Specific Exposure Concentrations for ScreeningThe screening analysis required media concentrations for groundwater, surface water,<strong>and</strong> sediment to compare with the HBNs <strong>and</strong> CSCLs. As a simple first screen of risk, theanalysis used waste concentrations as protective estimates of offsite groundwater <strong>and</strong> surfacewater concentrations.For groundwater-to-drinking-water exposures, the analysis used the 90th percentile wasteporewater 7 <strong>and</strong> leachate concentrations to represent groundwater contamination from the surfaceimpoundment <strong>and</strong> l<strong>and</strong>fill, respectively. No dilution or attenuation was assumed between theWMU <strong>and</strong> the drinking water well because the large size range of CCW units precluded the useof a dilution attenuation factor (DAF) 8 for a nearby well. Similarly, surface water concentrationswere assumed to be equivalent to waste leachate <strong>and</strong> porewater concentrations.3.2.3 Screening MethodologyThe CCW screening approach compared protective health-based concentrations in eachmedium of concern with estimated offsite media concentrations of CCW constituents describedin Section 3.2.2. Both human <strong>and</strong> ecological receptors were addressed. HBNs are mediaconcentrations developed to protect human health, <strong>and</strong> CSCLs are media concentrationsdeveloped to protect ecological receptors. HBNs were calculated based on the target risk criteria6 Appendix A contains figures showing how site-averaged 90th percentile concentrations <strong>and</strong> 90th percentileconcentrations taken across all analyses (nonaveraged concentrations) compare with HBNs for surfaceimpoundment porewater, toxicity characteristic leaching procedure (TCLP) leachate, <strong>and</strong> whole wasteconcentrations.7 Although the 95th percentile was used in 1998, the 90th percentile was used in this analysis as a reasonablyconservative value considering the protective screening analysis assumptions <strong>and</strong> the larger 2002 constituent dataset.8 A DAF is the waste concentration divided by the media concentration at the point of exposure.April 2010–Draft EPA document. 3-9

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