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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 /> are or have been amenable to biodegradation in the area beneath the City of <br /> Ripon wastewater lagoons. <br /> 6.2 Vertical distribution of VOCs in Groundwater <br /> Historically, the subsurface beneath the Study Area has been divided vertically <br /> into the vadose zone and five water-bearing units named B, A, C1, C2, and D, <br /> with increasing depth. In a 2001 assessment, IT Corporation" combined these <br /> water-bearing units as follows: <br /> • Upper Aquifer, consisting of the B and A subunits, generally ranging from <br /> 25 to 120 feet below ground surface (bgs); The B subunit generally <br /> ranges from 25 to 70 feet bgs, with the A subunit ranging from <br /> approximately 85 to 120 feet bgs. <br /> • Intermediate Aquifer, consisting of the C1 and C2 units, generally <br /> ranging from 120 to 190 feet bgs; and <br /> • Lower Aquifer, consisting of the D unit, extending from 210 feet bgs to at <br /> least 390 feet bgs. <br /> For the purposes of this Revised FS, with remedial approaches and objectives as <br /> a primary focus, ECM has utilized the above vertical designations when referring <br /> to the primary water bearing units. These vertical units have been selected in <br /> order to provide a useful division of the subsurface for the purpose of outlining <br /> possible remedial alternatives in Sections 10 and 11. A description of these <br /> subsurface intervals, and the current understanding of the distribution of VOCs <br /> within each Zone, is provided below: <br /> 6.2.1 Upper Aquifer (25 to 120 feet bgs) <br /> The highest TCE concentrations in the Upper Aquifer were reported during <br /> sampling performed in August 2005 using a Cone Penetrometer Test (CPT) <br /> boring procedure""'. Historically, the highest TCE concentrations (greater than <br /> 1,000 fag/L) have been reported in groundwater samples from wells offsite in the <br /> B subzone of this aquifer at wells M-613 and M-81B. TCE concentrations have <br /> decreased substantially since 1987 at M-813, in part, due to groundwater <br /> extraction although decreasing trends are apparent prior to initiating groundwater <br /> extraction in 2001 . An increase in TCE concentrations was observed at M-613 <br /> between 1987 and 1993, followed by a decreasing trend through October 2010. <br /> A similar increase in concentration (from 1987 to 2005), followed by a decreasing <br /> trend has been observed at well M-1 B. Lower TCE concentrations have been <br /> reported in samples taken from off-site well M-22B and onsite well M-1 B. These <br /> trends indicate that the Upper Aquifer TCE plume appears to be limited in extent <br /> and has been attenuated over time. <br /> 6.2.2 Intermediate Aquifer (120 to 190 bgs) <br /> Intermediate Aquifer groundwater is affected by TCE, cis-1,2-DCE, and VC (VC <br /> and cis-1,2-DCE are breakdown products of TCE). The highest COC <br /> concentrations in 2007/2008 were reported in samples from well M-31 C1 (TCE, <br /> 16 <br />
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