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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
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Last modified
2/5/2020 2:25:32 PM
Creation date
2/5/2020 10:56:03 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SITE CONCEPTUAL MODEL 2009
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 /> sewer line discharges or other sources, or onsite impacts. Nonetheless, the B-aquifer TCE <br /> plume(s) appears to be limited in extent and has attenuated over time. The transient increase <br /> in cDCE and vinyl chloride concentrations in April 2006 post-dates the carbohydrate injection <br /> at this well in October 2005 and is therefore a localized phenomenon related to the pilot test <br /> performed at this location (Geomatrix, 2006). <br /> 4.6.2 Upper Aquifer—A-Zone Wells <br /> The spatial distribution of the maximum TCE, cDCE, and vinyl chloride concentrations <br /> reported from groundwater samples collected from Nestle A-zone monitoring wells from first <br /> quarter 2006 to second quarter 2008 is shown in Figure 31. TCE is the primary VOC in <br /> groundwater north of 4t" Street and south of HWY 99, near the former facility at slightly higher <br /> concentrations (<11 Opg/L; Figure 31). The interpretation of the difference in chemical <br /> signature suggests that TCE reported in samples from wells M-18A, M-6A, M-10A, M-12A, and <br /> M-22A may be related to a different source (other than the WWTF lagoons). An alternate <br /> explanation for the higher TCE/cDCE ratios in these samples, if related to the WWTF lagoons, <br /> is that the higher concentrations of TCE relative to cDCE reflect the earlier discharges of <br /> untreated industrial wastewater at the WWTF lagoons, before the aforementioned capacity <br /> problems arose in the 1960s, when co-disposal of domestic sewage at the industrial ponds <br /> was temporarily implemented. Earlier discharges of industrial wastewater that was disposed in <br /> separate ponds, without mixing with domestic water, would have had lower organic matter <br /> content, and the discharged TCE would be less likely to undergo biotransformation to cDCE. <br /> VOC concentrations in groundwater samples from the Upper Aquifer generally have been <br /> decreasing, although an increase in TCE concentration has been observed in samples <br /> collected from monitoring well M-1 OA recently (Appendix C). <br /> 4.6.3 Intermediate Aquifer— C-Zone Wells <br /> The spatial distribution of the maximum TCE, cDCE, and vinyl chloride concentrations <br /> reported from groundwater samples collected from the Intermediate Aquifer (C, Cl-, and C2- <br /> zone monitoring wells; first quarter 2006 —second quarter 2008) is shown in Figure 32. <br /> Groundwater in the Intermediate Aquifer is affected by TCE, cDCE, and vinyl chloride, where <br /> cDCE is generally the dominant COC in samples from the Intermediate Aquifer. The highest <br /> COC concentrations in 2007/2008 were reported in samples from M-31 C1 (TCE, cDCE and <br /> vinyl chloride were 97.1, 240, and 47 lag/L, respectively); M-31 C1 is located approximately <br /> 750 feet east of the southeast WWTP lagoon, and approximately 4,000 feet south (upgradient) <br /> of the Site. <br /> Higher VOC concentrations were also reported for samples from wells M-1 7C1 and M-20C1, <br /> north of the WWTP lagoons and south of the Site, from which vinyl chloride has been reported <br /> in recent samples at concentrations one to two orders of magnitude above cDCE and TCE, <br /> AMEC Geomatrix, Inc. <br /> I:\Doc_Safe\9000s\9837.005\4000 REGULATORY\SCM_01.30.09\1_text\SCM Report Final.doc 45 <br />
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