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i <br /> : Short-Term Effectiveness <br /> Remediation progress will be better documented in the short term with Option A. <br /> Long-Term Effectiveness <br /> Option A is inherently more reliable because no mechanical systems are involved. Option B <br /> actively controls or reverses migration of gasoline constituents by extracting groundwater <br /> while Option A allows migration to be passively controlled by natural confinement and <br /> biodegradation processes. <br /> Although capture of the contaminated zone is easily achieved by pumping wells in Option B, <br /> the low permeability of the materials in the shallow aquifer will severely limit the rate of <br /> groundwater cleanup. One of the processes that cleans up an aquifer is flushing the <br /> I <br /> contaminated zone with clean water. Clean groundwater moves inward from the edge of the <br /> contaminated area, thereby flushing the contaminants from the aquifer. However,,this process <br /> of aquifer flushing is slow, typically taking many pore volumes of flushing to achieve <br /> remedial goals. The process is analogous to cleaning a sponge that is saturated with soap. It <br /> takes many squeezes of the sponge before soap suds are no longer present in the discharge. <br /> Based on the forecasts from the groundwater model, it would take about 6 years to flush <br /> 1 pore volume from the contaminated zone by groundwater pumping. To achieve complete <br /> remediation may take 10 pore volumes (60 years) or more. Remediation by flushing may <br /> I take even longer if contaminants that occur within the target area do not move freely with the. <br /> groundwater, either because-of sorption, inefficient flushing, or the presence of free-phase <br /> product, remediation by flushing may take even longer. <br /> Implementation <br /> Both options are technically feasible. Option B is more challenging administratively because <br /> of the permitting and approvals required, The public may perceive Option B to be more <br /> proactive than Option A,but Option B will have offsetting noise, traffic, and visual impacts. <br /> Cost Effectiveness <br /> Option B's estimated present worth is more than double the cost of Option A as presented in <br /> Tables 4-2 and 4-3. It is assumed that the sampling items presented in the cost estimate for <br /> Option A (Table 4-2) would replace the cost of conventional groundwater monitoring for <br /> intrinsic bioremediation demonstration wells. The annual cost of long-term groundwater <br /> monitoring of 10 wells is included in the Option B estimate (Table.4-3). <br /> f Evaluation Summary <br /> Both options are expected to provide human health and environmental protection and to <br /> remove contamination. Three key issues differentiate these options: long-term effectiveness; <br /> administrative feasibility; and cost effectiveness. There are significant Iimitations to <br /> I <br /> SF010030963.DOC 4-9 <br />