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ARCHIVED REPORTS_2011 REVISED FEASABILITY STUDY
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ARCHIVED REPORTS_2011 REVISED FEASABILITY STUDY
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Last modified
2/5/2020 2:26:35 PM
Creation date
2/5/2020 10:37:50 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011 REVISED FEASABILITY STUDY
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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Nestle USA, Inc.—Ripon, CA January 28, 2011 <br /> 2011 Revised Feasibility Study <br /> 9.4.1.2 Implementability <br /> A Water Replacement Contingency Plan (WRCP) was implemented in 2007. <br /> Since then, several locations have been evaluated for replacement water <br /> pursuant to the WRCP. <br /> The WRCP outlines the response actions to be taken in a timely fashion, such <br /> that the receptors are protected. The appropriate response action depends on <br /> well use and the level of COC concentrations detected. The possible response <br /> actions include providing bottled water, wellhead treatment, connecting to a <br /> municipal source, and the installation of new wells. <br /> The willingness of private parties to accept replacement of their water supply, <br /> and to accept water replacement options, requires coordination and negotiation <br /> with private parties and their representatives. <br /> 9.4.1.3 Relative Cost <br /> Given the importance and effectiveness of water supply replacement, cost is <br /> acceptable for this technology. Cost varies widely between the different methods <br /> of water supply replacement. If more than one method of water supply <br /> replacement ensures human health and safety, then all the methods must be <br /> evaluated to choose the appropriate method agreeable to all parties. <br /> 9.4.2 Well Destruction <br /> Well decommissioning is most preferred response to an impacted water supply <br /> wells already within a groundwater plume. As discussed previously, the well <br /> screens on many water supply wells pass through multiple aquifers, acting as a <br /> conduit for water from a higher aquifer to flow to a lower aquifer. Vertical <br /> gradients near these wells contribute to groundwater flows of approximately 80 <br /> gpm from the Upper and Intermediate Aquifers to the Lower Aquifer. <br /> Decommissioning these vertical conduits can mitigate the extent of plumes in the <br /> Lower Aquifer. Identified vertical conduits related to wells screened across <br /> multiple aquifers have already been addressed at several locations through well <br /> destructions at the locations indicated in Figure 6. <br /> 9.4.2.1 Effectiveness <br /> Proper well decommissioning is effective in eliminating conduits that can allow for <br /> vertical plume migration. In most instances it should be considered a top priority <br /> to reduce and contain the plume. Assuming a vertical conduit is the only <br /> exposure pathway from a source area to the Lower Aquifer, then well <br /> decommissioning is an extremely effective way to isolate the Lower Aquifer from <br /> any overlying impacted groundwater. <br /> 9.4.2.2 Implementability <br /> Nestle has decommissioned many wells in the study area to minimize plume <br /> size. Convincing the well owners to properly decommission the wells is the most <br /> difficult step. Although it is not possible to ensure all existing vertical conduits <br /> have been identified, exhaustive efforts have been undertaken to detect them. It <br /> 38 <br />
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