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8.0 SELECTION OF A RECOMMENDED REMEDIAL ACTION ALTERNATIVE <br /> AND PRELIMINARY WORKPLAN <br /> 8.1 Selec&ion of 4 Recommended Remedial Ac i n Alternative <br /> A qualitative rating for each criteria and the present worth cost estimate <br /> for each Final Candidate Alternative is summarized in Table 8-1. Each <br /> alternative was assigned an overall score calculated in a two step process. <br /> First, each of the rating criteria are assigned a score from 1 to 5 (see <br /> Section 7) . The individual criterion scores are then summed to give the <br /> alternative score shown at the bottom of the table. <br /> The relatively high overall rating given to each alternative reflects the <br />' <br /> belief that risks associated with site contaminants are minimal, even under <br /> the No-Action Alternative. Alternatives 7 and 8 received the highest overall <br /> scores of 61 and 62, respectively. Both of these alternatives require the <br /> excavation of all on-site soils containing greater than 10,000 ppm TPH, but <br /> differ in the method of treatment. Alternative 8 involves disposing of the <br /> excavated soils at an off-site Class I landfill, while Alternative 7 involves <br /> on-site bioremediation of the excavated soils. Both alternatives received <br /> high technical feasibility scores and both are expected to significantly <br /> reduce the potential for adverse environmental or health impact. The primary <br /> difference between the two alternatives is cost. The cost of implementing <br /> Alternative 8 is twice that of Alternative 7 due to the high cost of off-site <br /> disposal. <br /> Given the belief that both alternatives will significantly reduce the <br />' potential for adverse environmental or health impact, and the relatively <br /> non-tonic nature of diesel fuel, we recommend Alternative 7 as the preferred <br /> remedial alternative. This alternative combines the benefits of removing <br /> approximately 50 percent of the leaked diesel fuel with a reasonable cost. <br /> r <br /> ti <br /> 8-1 <br /> GGA/0209b/276a <br />