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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— <br /> and <br /> at Neenah Paper monitoring well TH-10, east of the southeast aeration pond. The <br /> presence of TCE breakdown products, the spatial distribution of TCE breakdown products in <br /> groundwater, and historical groundwater flow patterns that include mounding in the vicinity of <br /> the WWTF lagoons (discussed in Section 4.5.3), suggest that the major source for VOCs <br /> detected in C-zone monitoring well samples is the WWTP lagoons. Organics present in <br /> domestic and industrial sewage held at the WWTP have likely promoted the breakdown of <br /> TCE. This dilute VOC plume underlies the largest portion of the Study Area, perhaps because <br /> of higher groundwater velocities in the Intermediate Aquifer due to higher permeability and <br /> pumping, or perhaps because the shallower flow systems were more strongly influenced by <br /> Stanislaus River stage variations causing localized reversals of hydraulic gradient near the <br /> WWTF. A third possibility is that unidentified conduit wells (e.g., former and undestroyed <br /> irrigation wells) near the lagoons, or idle Simpson Paper well S-2, approximately 1,000 feet <br /> east of the WWTF, may have facilitated recharge of contaminated groundwater from the <br /> WWTF to the Intermediate Aquifer. The COC distribution in the vicinity of the Stanislaus River <br /> and to the south of the Stanislaus River is discussed in greater detail in Section 4.6.5. <br /> Trends in data showing the occurrence of reductive dechlorination indicate that C-zone <br /> chlorinated VOCs are undergoing intrinsic remediation (vinyl chloride has increased relative to <br /> cDCE and TCE over time, as shown in the concentration versus time plot for M-1 7C1 in Figure <br /> 34). Also, changes in hydraulic gradient can have an influence on COC trends, also shown in <br /> Figure 34. Between 1994 and 1998, water levels at well M-17C1 were often much higher than <br /> at well M-23C1, approximately 700 feet south near the WWTF. A corresponding decrease in <br /> TCE, cDCE and vinyl chloride concentrations occurred in groundwater samples from well M- <br /> 17C1 during this timeframe, perhaps due to mounding caused by recharge nearby. After the <br /> water levels decreased in well M-1 7C1 relative to well M-23C1, COC concentrations <br /> increased, where vinyl chloride has since been the major COC present in groundwater <br /> samples. It is unclear if this increase in vinyl chloride concentration is related to the additional <br /> input of organics associated with the recharge of organic-rich water to this area, or simply <br /> related to a change in groundwater flow direction. <br /> As of the date of this report, additional characterization of non-chlorinated breakdown products <br /> (ethene) and geochemical conditions is being conducted to evaluate the intrinsic remediation <br /> processes in curtailing the migration of VOCs in the Intermediate Aquifer. However, it is <br /> important to note that ethene is also subject to biodegradation. Therefore, it's the absence of <br /> ethene is not necessarily an indication that the reductive dechlorination process stops at vinyl <br /> chloride. Vinyl chloride can also be degraded to carbon dioxide and chloride under anaerobic <br /> conditions. <br /> AMEC Geomatrix, Inc. <br /> I:\Doc_Safe\9000s\9837.005\4000 REGULATORY\SCM_01.30.09\1_text\SCM Report Final.doc 46 <br />
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