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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009051
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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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ameO <br /> Conversely, water level data from 2002 indicate a more easterly component to the flow within <br /> the B-zone. At a time when well N-1 was operating in 1994 at a pumping rate of approximately <br /> 140 gpm, a cone of depression in the water table is evident (RUST, 1995). This is an <br /> indication that N-1 was extracting groundwater from the B-zone, as well as deeper zones such <br /> as the C2-zone above the Corcoran Clay. Groundwater flow in the A-zone beneath the Site <br /> has been northerly towards groundwater extraction wells EI-1 and EW-1 (ECM, 2008b). While <br /> N-1 was pumping, groundwater flow in the Intermediate Aquifer likely was also towards N-1 <br /> beneath the Site, as discussed in Section 4.5.3. <br /> Hydrographs for B-zone and A-zone well pairs M-1 B/A, M-2B/A, M-3A/B, M-6A/13, M-15A/B <br /> and M-22A/13, are provided in Appendix B. Downward hydraulic gradient values are evident <br /> near M-1 B/A where groundwater extraction from the A-zone is occurring at nearby EI-1 and <br /> EW-1; water levels for other B- and A-zone well pairs are similar. Upward gradients between <br /> Intermediate Aquifer well M-25C1 and Upper Aquifer well M-1A are evident since 2006; <br /> previously, water levels for M-1A and M-25C1 were similar, with downward gradients between <br /> the A- and C1-zones observed on occasion. There has been little measurable difference <br /> between water levels in M-25C1 and M-25C2. Fluctuations in vertical gradients are generally <br /> caused by changes in groundwater extraction at the site. <br /> Water levels beneath the Site were approximately six to nine feet lower between 1990 and <br /> 1995 compared to maximum water levels in 1997 and 2006 (Appendix B). The lowest water <br /> level recorded for well M-1 B was 33.09 feet msl in October 1992; the B-zone would have been <br /> largely unsaturated at this time, with approximately 4 feet of water above its base at <br /> approximately 37 feet bgs near M-1 B. <br /> 3.4 SPATIAL DISTRIBUTION OF COCS IN SITE GROUNDWATER <br /> TCE is the primary COC detected in groundwater beneath the Site, reported at concentrations <br /> above 1,000 pg/L to depths of approximately 60 feet bgs based on recent characterization <br /> (Geomatrix, 2006). Other COCs include chloroform, 1,1-dichloroethane (1,1,-DCA), 1,1- <br /> dichloroethene (1,1,-DCE), cDCE, vinyl chloride, and PCE; these COCs are generally reported <br /> at concentrations much less than 100 pg/L where detected. The vertical and lateral distribution <br /> of these COCs is described below, based primarily on depth-discrete groundwater samples <br /> collected in 1999 (during the drilling of the exploratory boring for wells M-25C1 and M-25C2; <br /> IT, 1999) and 2005 (Geomatrix CPT and Hydropunch investigation; Geomatrix, 2006). <br /> 3.4.1 M-25 Depth Profile of COCs <br /> Figure 6 shows the vertical distribution of TCE at location M-25C2 from a series of depth- <br /> discrete groundwater samples collected in 1999. Stratification of COCs with depth is apparent <br /> from the groundwater chemistry profile shown in Figure 6, where TCE concentrations are <br /> AMEC Geomatrix, Inc. <br /> I:\Doc_Safe\9000s\9837.005\4000 REGULATORY\SCM_01.30.09\1_text\SCM Report Final.doc 18 <br />
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