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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
Environmental Health - Public
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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 /> 2.2 <br /> HYDROGEOLOGY <br /> The Central Valley Aquifer system is comprised of Post-Eocene continental deposits which <br /> overlie deeper marine sediments (Bertoldi et al. 1991). Aquifer vertical thickness averages <br /> about 2,400 feet, and is composed mostly of fluvial deposits (from rivers and streams) and <br /> interbedded lacustrine deposits (Bertoldi et al. 1991). The average horizontal hydraulic <br /> conductivity for the entire Central Valley Aquifer system was estimated to be six feet per day <br /> (ft/d), based on a calibrated groundwater flow model; yields greater than 1,000 gpm are <br /> common for wells in this aquifer system where specific capacities typically range from 20 — <br /> 100 gpm/foot of drawdown (Bertoldi et al., 1991). The relatively low hydraulic conductivity <br /> value is not expected for such a high yielding aquifer, however, the 6 ft/d value is a bulk <br /> number for the entire aquifer system, and may reflect the lateral discontinuity of sands and <br /> gravels (Bertoldi et al., 1991). The recharge of excess irrigation water and withdrawals of <br /> substantial quantities of groundwater has altered the natural groundwater movement such that <br /> vertical gradients are predominantly downwards in the center of the San Joaquin Valley <br /> (Burow et al., 2004; Bertoldi et al., 1991). In other words, this configuration creates localized <br /> vertical recirculation of groundwater, where pumping groundwater for irrigation causes <br /> concentration of salts by transpiration and evaporation, and where infiltrating irrigation water <br /> may dissolve anthropogenic chemicals (pesticides, organic waste, etc.) as it percolates back <br /> to the aquifer system. <br /> Ripon is located along the north bank of the Stanislaus River, which forms the southern <br /> boundary of the Eastern San Joaquin Sub Basin; the Modesto Sub Basin is south of the <br /> Stanislaus River. In this area, the Central Valley Aquifer System is typically described in terms <br /> of two aquifers, an unconfined or semi-confined aquifer above a confined aquifer. The <br /> confining unit separating the two is the Corcoran Clay. The base of the confined aquifer has <br /> been mapped as the base of fresh water, where fresh water is defined as having a specific <br /> conductance less than 3,000 microsiemens per centimeter, which extends as deep as <br /> 700 feet bgs around Ripon and Modesto (Burow et al. 2004). Groundwater pumping from the <br /> Eastern San Joaquin Sub Basin exceeds the estimated sustainable yield by approximately <br /> 150,000 acre-feet per year (CDM, 2001). The depth to water currently is about 30 feet bgs <br /> beneath the Study Area, but is shallower near the Ripon Municipal Lagoons where recharge <br /> occurs. <br /> Groundwater levels since the 1970s have been fairly constant (between 30 and 45 feet msl) <br /> and generally fluctuated with precipitation based water level elevations reported for a San <br /> Joaquin County monitoring well located in Ripon, approximately '/2 mile north of the former <br /> Nestle facility (Appendix A). The highest water level for this well (45 ft msl)was reported in the <br /> spring of 1984, following 1983 which was the wettest year on record, with approximately <br /> 27 inches of rain falling in Modesto. Water levels steadily decreased to just above 30 feet msl <br /> AMEC Geomatrix, Inc. <br /> I:\Doc_Safe\9000s\9837.005\4000 REGULATORY\SCM_01.30.09\1_text\SCM Report Final.doc 6 <br />
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