Laserfiche WebLink
rAW <br /> 15 <br /> 4 ,, ',y., �,' a 4�_ � °5� •,, - .I.�'�¢ s ...sex t.�-_ - ���,'y"• risy s�"*�'�e` <br /> Criterion 5. : All of the approaches are comparable in terms of <br /> short term effectiveness, although excavation would result in some <br /> increased exposure or release of hydrocarbons due to physically <br /> exposing soils to the atmosphere. In terms of time to cnmplete <br /> remediation the excavation approaches will probably require 2-4 <br /> weeks to complete while vapor extraction or soil bioremediation <br /> could require years. An engineered cap could be comple,ad 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 /> withira the capillary zone the potential for introducing <br /> hydrocarbons into the shallow groundwater is high since the <br /> groundwater and capillary zone are in contact. Alternatives 2 and <br /> 4, soil excavation with removal to a licensed landfill and site <br /> capping would also be effective. Soil <br /> entails the enhancement of the natural processes eof deg adationiof <br /> contaminants would be only moderately effective because soils at <br /> the site are of vary low permeability. <br /> T} <br /> significantly enhance oxygen and nutrient levelsi� theasoils bilitwilto <br /> l. <br /> severely limit this approach. Similary <br /> sideration <br /> limit the applicability of so?l vapor extr ction?iVapornextraction <br /> is ideally suited for soils with relatively high permeabilities (fl <br /> darcy) and which are above the saturated zone. The soils rpt this <br /> site are clayey silt to silty e12y with permeabilities of 10'6 to <br /> 10' darcys, and contaminated soils are located within and above the <br /> capillary fringe, which contains water filled pare spaces held by <br /> surface tension. <br /> Criterion 7. : The excavation alternatives have certain <br /> imple:mentability difficulties associated with the structures on <br /> site (Figure 3, Dames & Moore, Nov, 1989). 11: is unliKel.y that ;.III <br /> of the contaminated material can be removed without risking damage <br /> to structures on site. <br /> Criterion 8. : It is believed that all five approaches ca <br /> Tof he <br /> achieve <br /> regulatory and community acceptance. dogreadisruption <br /> (visual, traffic, odors, noise) in the immediate aito a�reatiis <br /> significantly greater for the excavation alternatives, however, <br /> this would be axpected to last only 2-4 weeks tit most. ':he ever, <br /> disruptive alternative would be soil capping. Etowever it is not <br /> anticipated that this temporary disruption would, result in lass of <br /> community acceptance. <br /> Criterion 9, : The three alternatives are all Comparable irl terms <br /> of impacts upon water conservation. <br />