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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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amec�9 <br /> As shown in Table B.4-6, percent net COC removal increases with distance from the WWTP, <br /> meaning that cDCE and vinyl chloride are produced from biotransformation of TCE near the <br /> WWTP, and then these compounds are destroyed as groundwater conditions change to more <br /> oxidizing farther downgradient. At TH-10, no net removal is evident from the CSIA data, <br /> consistent with cDCE and vinyl chloride production due to the highly reducing conditions in this <br /> area (Table B.4-4) and relatively close proximity to the reported release area. At greater <br /> distances from the WWTP, percent net COC removal increases, where at M-17C1, <br /> approximately 1,750 feet hydraulically downgradient of the WWTP, 87 to 88% net COC <br /> removal is calculated. Assuming a groundwater velocity of 3 feet per day (AMEC, 2009), the <br /> travel time for groundwater at M-1 7C1 can be calculated as follows: <br /> Travel time (t) = (1,750 feet)/(3 feet/day) = 583 days Equation 6 <br /> An average half-life for bulk COCs can be calculated based on the calculated 87% COC <br /> removal for M-1 7C1 and the 583 day (1.6 year) timeframe (t) from Equation 6. First order <br /> degradation kinetics are assumed, where the rate constant for degradation (k) is calculated <br /> with Equation 7: <br /> k=-In(f)/t Equation 7 <br /> A value of k=-1.3/year is calculated using t = 1.6 years and f= 0.13 (Table B.4-6; M-17C1). A <br /> half-life (t1,2) of approximately 0.5 years was calculated from k using Equation 8: <br /> t112=0.693/k Equation 8 <br /> This is within the range of values typically reported for TCE, cDCE and vinyl chloride (reported <br /> half lives are generally less than one year; Rifai et al.,2010). Degradation rates are expected <br /> to be highly variable farther from the WWTP based on the different redox conditions and <br /> different relative efficiencies of intrinsic remediation processes as summarized in Table B.4-4. <br /> Redox conditions, potential degradation pathways and associated rates likely also are variable <br /> and change with distance from the WWTP (Table B.4-4). Nonetheless, the CSIA data indicate <br /> the all target COCs at the subject site, including vinyl chloride, are subject to degradation in <br /> the groundwater environment near the WWTP, and that the rate of degradation can be <br /> relatively rapid. <br /> Additional data will be collected during the implementation of the intrinsic remediation strategy <br /> as part of the groundwater remedy for the WWTP area. This implementation will provide <br /> additional site specific information that will be used to further characterize the spatial <br /> distribution of redox conditions and degradation pathways and rates. Prior to the remedy <br /> implementation, however, the geochemical evaluation performed to date, including the CSIA <br /> analysis and evaluation, provides strong evidence that intrinsic remediation is an effective <br /> remedial alternative that is worth including as part of the overall remediation plan for the <br /> WWTP. <br /> AMEC Geomatrix, Inc. <br /> \\oad-fs1\doc_safe\9000s\9837.006\4000 REGULATORYTS Assessment_Apx B_012711\Attachment B.4\Attach B-4.docx 134-17 <br />
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