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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 Identification, Screening and Evaluation of Technology <br /> Types <br /> All technologies considered for application in addressing RAOs for the Study <br /> Area are assessed in the sections below. Table 1 provides a summary of this <br /> process and the results of the assessment process detailed below. <br /> Attachment B.1 through Attachment BA provide additional details and <br /> assessment of specific treatment technologies considered for the area to the <br /> southwest of the Site and in the vicinity of the City of Ripon WWTP. <br /> 9.1 No Action <br /> No technologies apply to this general response action. "No Action" provides a <br /> comparison when assessing other general response actions relative to <br /> differences in the time required to reach RAOs across the Study Area. <br /> 9.2 Containment <br /> 9.2.1 Pump, Treat and Discharge <br /> The pump, treat, and discharge technology actively introduces a hydraulic barrier <br /> by creating a containment/capture area around the area of COC impact. <br /> Groundwater can only flow into this containment/capture area, not away from it. <br /> This approach has the advantage of containing both horizontal and vertical <br /> migration of COCs from impacted areas. Groundwater flowing through the <br /> impacted area will remove additional COC mass after extracted water is treated. <br /> Treated effluent would be discharged to the storm sewer, sanitary sewer, or the <br /> City of Ripon's NP water line for beneficial use, necessitating compliance <br /> sampling and analysis. Groundwater in the Ripon vicinity typically contains high <br /> levels of TDS, which limits disposal options. This technology preferentially <br /> removes COCs in groundwater (dissolved phase) as opposed to any CDCs <br /> adsorbed to soil. <br /> 9.2.1.1 Effectiveness <br /> In general, pump-and-treat is more effective as a method to limit mobility of <br /> dissolved-phase CDCs than as a method to remove COCs adsorbed to soil or to <br /> reduce COC extent. Long cleanup times have been associated with sites using <br /> pump-and-treat as a stand-alone remedy, often due to the low-aqueous solubility <br /> of many organic CDCs including TCE, the presence of geologic heterogeneities <br /> (fine-grained layers), ongoing COC sources, or non-aqueous-phases". Pump- <br /> and-treat may also be effective as a source removal approach for non-sorbing, <br /> high solubility COCs, where the source has been removed completely, and the <br /> impacted aquifer is relatively homogeneous". Nestle is currently using this <br /> technology to control COC migration and remove mass from the dissolved-phase <br /> plume at the Site as part of the Interim Remedial Actions, and is planning to <br /> further evaluate the containment and mass-removal effectiveness of pump-and- <br /> treat. <br /> 24 <br />
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