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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
Fields
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 /> cis-1,2-DCE and VC were 97.1, 240, and 47 pg/L, respectively); well M-31 C1 is <br /> located approximately 750 feet east of the southeast WWTP and approximately <br /> 4,000 feet south (upgradient) of the Site. <br /> Relatively high VC concentrations were reported in groundwater samples taken <br /> from wells M-17C1 and M-20C1. These two wells are located north of the <br /> WWTP and south of the Site. For example, VC concentrations are one to two <br /> orders of magnitude above cis-1,2-DCE and TCE concentrations in groundwater <br /> taken from these two wells. The presence of TCE breakdown products, the <br /> spatial distribution of TCE breakdown products in groundwater, and the historical <br /> groundwater flow patterns, suggest that the likely origin of the dilute COC plume <br /> that underlies the largest portion of the Study Area is the historical discharge of <br /> untreated industrial wastewater at or near the WWTP. Recent reductive <br /> dechlorination trends indicate that Intermediate Aquifer CDCs are undergoing <br /> intrinsic remediation. <br /> 6.2.3 Lower Aquifer (210+ feet bgs) <br /> The highest concentrations of COCs detected in Lower Aquifer wells were <br /> reported at NPC well TH-10. This well was constructed with well screens in both <br /> the Intermediate Aquifer and the Lower Aquifer, at depths between 120 and 210 <br /> feet bgs. The well was modified in April 2009 by filling the lower portion of the <br /> well with cement slurry in order seal the well from the Lower Aquifer. The TCE, <br /> cis-1,2-DCE, and VC concentrations reported for the April 2008 sample were 61, <br /> 170, and 250 pg/L, respectively. Downward flow was documented in this well at <br /> a rate of 0.4 gpm""". Therefore, samples from this well represent a starting <br /> concentration for Lower Aquifer COC impacts. COCs from the Intermediate <br /> Aquifer bypassed the Corcoran Clay and migrated to the Lower Aquifer through <br /> conduit wells such as TH-10. Well TH-10 is the first documented COC source <br /> within the Lower Aquifer. Other COC sources to the Lower Aquifer have been <br /> identified, such as the former idle municipal wells MW-4 and MW-6. Downward <br /> ambient (i.e. non-pumping) groundwater flow in these wells was documented to <br /> range from 23 to 68 gallons per minute" ' It is possible that other conduit wells <br /> may exist near the WWTP, and at other locations throughout the Study Area. <br /> These isolated COC sources could give rise to relatively narrow, localized COC <br /> plumes, where the distribution of CDCs likely reflects the complex history of <br /> temporally variable vertical gradients, conduit wells, and pumping. A similar <br /> mechanism for COC impacts involving wells MW-4, MW-6. and the former Nestle <br /> production wells most likely explains the variable concentration trends seen in <br /> sample results from wells M-6D and M-10A, although a specific conduit has yet <br /> to be identified. <br /> 7 Regulations, Plans and Policies <br /> This section provides an overview of regulatory policy applicable to this Site <br /> based on existing documentation from the regulatory agencies. The federal and <br /> state environmental clean-up requirements consist of three types: chemical-, <br /> location-, and action-specific""'. The chemical specific requirements are health-, <br /> 17 <br />
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