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��o F�LU�IIE RESPONSE ALTERNATIVE A <br /> Alternative A would use extraction, treatment, and Percent Plume Capture by Mass for All Alternatives <br /> . This alternative �5 Alt Capture Capture Total Caught Total'not:: Total <br /> reinjection [ETR} technology. by ETR by ::: apre in Silts Captured Ciptured-. <br /> ed for maximum plume capture. Extraction Recirc :::::::::ti .. 94 <br /> deet :.....Y:.:::: :or or Cau <br /> es (lines of wells) would be located along the :: y :::: an.fent n silts <br /> adin edge of the plume, including the area adja- <br /> E le g g A S8 U :5�... 1 l 99 <br /> .. <br /> cent to Ashumet Pond. ...:..:. <br /> 19 <br /> The system would operate at a total flow rate of <br /> approx. 7.2 million gallons per day (mgd), 84 :.:::; 3 <br /> Y <br /> and would include approximately 35,000 linear feet C1 90 2 9 :::::.:::: 6 .....:::...:. ::::.9�.: <br /> and a total of approximately 9 6 extraction <br /> of piping, D 0 73 = 3:: : i98:; 9...... ...2: <br /> and reinjection wells. <br /> ... <br /> E na na :ria 61 39... . �1. <br /> Matrix CriteriaF 92 <br /> Overall Protection of Human Health and thena na nal 519 G1 <br /> Environment: Under this alternative,human health <br /> would be protected because the groundwater plume <br /> migration of contaminants is Under Alternative A, 99 percent of the contaminants <br /> is captured, further g <br />• ted and institutional -controls will minimize Eby mass) is captured by the treatment system or <br /> prevented, caught in silts. The system effectively removes <br /> future exposure to contaminants. Institutional con- <br /> contaminants, <br /> prohibiting drilling of new wells contaminants, and the configuration would have a <br /> trots include pro g g <br /> • f the CS-1 o round- minimal effect on other plumes. A very small <br /> w�thln, or the direct path o , g <br /> plume. Portions of the plume that might percentage (1 percent) of the contaminant mass <br /> waterp p g <br /> to under or rota Ashumet and Johns would not.--be captured or caught in silts; however, <br /> otherwise rnigra <br />' Ponds would be captured. <br /> human health and ecological risk associated with <br /> that portion is very low. <br /> Hydrological thresholds, such as minimizing draw- <br /> ' and minimizing the socioeconomic impacts associated with the <br /> dawn 1n surface water bodes g <br /> e water that flushes through the uncaptured portion of the plume, such as impacts on <br /> amount of treated g <br /> extensive con- commercial or residential interests, recreation, and <br /> ponds, would be met. However, the e . <br /> • historical and archeological sites, are expected to be <br /> structlon required for this alternative would affect <br /> se ' ' nd rare animal s ecies. low. Institutional controls will prohibit drilling o <br /> neral sensitive habitats a p <br /> These impacts would require extensive mitigation. new wells within, or in the direct path of, the CS-10 <br /> groundwater plume. Residences over or directly <br /> Compliance with Applicable or Relevant and downgradient of the plume have been or are sched- <br /> Appropriate Requirements (ARARs): This alter- uled to be connected to public water supply. There <br /> nature complies with all ARARs. may not be adequate controls on existing wells. <br /> Effectiveness and Permanence of Response Alter- Effectiveness of Treatment Systems: The treat <br /> Effectiveness <br /> The table at right summarizes plume cap- ment system (which involves activated carbon and <br /> ture by mass for all alternatives, based on the pretreatment) is capable of removing volatile <br /> results of modeling. A similar table summarizing organic compounds (VOCs) and ethylene dibromide <br /> plume capture by volume is included in the matrix (EDB) to below detection limits. Other <br /> document. <br />• contaminants, such as semi-volatiles and inorganics, <br /> lIl <br /> • would also be treated to background levels, if <br /> In Under all alternatives, a portion of the plume will <br /> be caught in e aquifer. .fit is technically and economically feasible,Lf they appear <br /> g silts underlying th <br /> because <br /> in the extracted water. Spent carbon produced by <br /> difficult to remove contaminants from silts b <br /> mon through them. the system would be transferred offsite for regen- <br /> water extremely slowly th g contaminants. Residual <br /> Contam• es nants are expected to break down erat�on, which destroys the <br />} p solid wastes would be transferred offsite and <br /> significantly through natural processes while � residual <br /> trapped or disposed of in an appropriate manner. The <br /> Pp slowed by the.silts. <br /> solid wastes are not expected to be a hazardous <br /> waste. Risks to workers associated with handling, <br /> 3 <br />