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� Asa <br /> c WE <br /> rw acs's" <br /> ,w - ' 1 _ �-� ` <br /> y <br /> ti <br /> X <br /> Criterion 5.: All of the approaches are comparable in terms of <br /> short ierin elfec4iveness, although excavation would result in some <br /> .- increased exposure or release of hydrocarbons due to physically <br /> exposing soils to the atmasphere. In terms of time to complete <br /> remediation the excavation approaches will probably require 2-4 <br /> weeks to complete wh.ie vapor extraction or soil bioremediation <br /> could require years. An engineered cap could be completed in 1-3 <br /> months. <br /> Criterion 6. : Soil excavation and on-site treatment would be the <br /> most effective long term remediation technique in so far as soils <br /> could be excavated without endangering structures or further <br /> contaminating shallow groundwater. In attempting to remove soils <br /> ! within the capillary zone the potential for introducing <br /> hydrocarbons into the shallow groundwater is high since the <br /> groundwater and capillary zone era in contact. Alternatives 2 and <br /> 4, soil excavation with removal to a licensed landfill and site <br /> capping would also be effective. Soil bioremediation, which <br /> entails the enhancement of this natural processes of degradation of <br /> contaminants would be only moderately effective because soils at <br /> the site are of very low permeability. The inability to <br /> significantly enhance oxygen and nutrient levels in the soils will <br /> severely limit this approach. Similar permeability consideration <br /> limit the applicability of soil vapor extraction. Vapor extraction <br /> is ideally suited for soils with relatively high permeabilities (+1 <br /> darty) and which are above the saturated zone. The soils at this <br /> site are clayey silt to silty clay with permeabilities of 14'6 to <br /> lfl'IL darcys, and contaminated soils are located within and above than <br /> capillary fringe, which contains water filled pore spaces held by <br /> surface tension. <br /> Criterion 7. : The excavation alternatives have certain <br /> implementability difficulties associated with the structures on <br /> site (Figure 3, Dames & Moore, Nov. 1989). It is unlikely that all <br /> of the contaminated material can be removed without risking damage <br /> to structures on site. <br /> Criterion S.: it is believed that all five approaches can achieve <br /> regulatory and community acceptance. The degree of disruption <br /> (visual, traffic, odors, noise) in the immediate site area is <br /> significantly greater for the excavation alternatives, however, <br /> this would be expected to last only 2-4 weeks at most. The least <br /> disruptive alternative would be soil capping. However it is not <br /> anticipated that this temporary disruption would result in loss of <br /> community acceptance. <br /> Criterion 5. : The three alternatives are all comparable in terms <br /> of impacts upon water conservation. <br /> H9LR402.wp 4 , <br /> ,,1 <br />