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B. In-Situ Volatilization <br /> While this is a plausible alternative, several factors weigh <br /> ` against the selection of this alternative for the site. ISV <br /> systems are expensive and require a great deal of soil <br /> a characterization information and testing. In addition, the <br /> permitting process for such systems can be lengthy. This <br /> alternative was not selected due to cost and time re- <br /> straints. <br /> C. in-situ Flushing <br /> This alternative would require saturating the soils and <br /> extracting the flush water. Because this alternative is <br /> subject to the same restraints as presented for alternative <br /> o B, .in-situ flushing was not practical for the site. <br /> io Based on time constraints, costs and the limited extent of the <br /> compound presence, Alternative A, excavation of soils in excess <br /> of 10 .mg/Kg (or ND if feasible) TPH was selected as the preferred <br /> remedial action. <br /> ( 3.0 REMEDIAL PROJECT DESCRIPTION <br /> 3.1 Excavation <br /> As hydrocarbon compounds within the soil appear to be centralized <br /> around borehole <br /> -� #3 (Figure 2) , it is propa.;sed that a stepped <br /> excavation be conducted at the site with the lower limit of the <br /> excavation being ::he saturated zone (approximately 301) . The <br /> initial step of the excavation is to excavate soils radially 201 <br /> from the location of borehole #3. The initial excavation quanti- <br /> ty, as shown in Figure 3, will equal approximately 350 cu. yards <br /> of soil. The soil. removed during this initial step will be <br /> placed in three piles on plastic sheeting at the site. The <br /> piles <br /> will be for each vertical 101 of excavation (i.e. , first pile <br /> from 0-10, vertically) . From these stockpiles, a single compos-- <br /> ite sample will be collected. The compositing will be conducted <br /> by visually quartering each stockpile and collecting four sepa- <br /> rate samples .from each pile (one per quarter) . The four separate <br /> samples will then be composited to provide a single sample for <br /> F each pile. The samples will ;.:hen be analyzed within twenty-four <br /> hours for the following parameters: <br /> o Total Petroleum Hydrocarbons (heavy) (TPH) - EPA Method <br /> 8015 (mod) . <br /> o Benzene, Toluene, Xylene and Ethylbenzene (BTX&E) - EPA <br /> Method 8020. <br /> The stockpiled soils will be covered with plastic tarps until the <br /> composite sample analytical results are received. Any stockpile <br /> which exhibits TPH concentrations above 1000 mg/kg will be <br /> �p <br /> - 9MMA- <br /> s_- <br />