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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
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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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EHD - Public
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amec— <br /> Stratigraphic <br /> Correlation with Regional Geologic Units <br /> The results of the stratigraphic analysis are summarized in Figure 11. The designations of <br /> Upper, Intermediate, and Lower Aquifer Zones are retained and their depth intervals and <br /> thicknesses have not changed substantially, but have been approximately correlated with <br /> regional geologic units, where possible. This analysis suggests that: <br /> • The Upper Aquifer Zone (< 110 feet bgs on average) is composed of coarse sands <br /> and gravels, with silt and clay interbeds, likely of both the Riverbank and Turlock <br /> Lake Formations. <br /> • The Intermediate Aquifer Zone is approximately 85 feet thick on average and <br /> contains clay zones, of possible lacustrine origin, and coarse sands and gravels of <br /> the upper Turlock Lake Formation. <br /> • The Corcorcan Clay is a fine-grained laterally continuous lacustrine clay aquitard <br /> that forms the base of the upper Turlock Lake Formation and is 15 feet thick on <br /> average, encountered at a depth of approximately 196 feet bgs beneath the Site. <br /> • The top of the Lower Aquifer zone begins at approximately 207 feet bgs (average <br /> depth beneath the Study Area) as a sequence of sands and gravels separated by <br /> fine-grained silts and clays of the lower Turlock Lake Formation extending to <br /> greater than 300 feet beneath the Study Area. <br /> 4.2 HYDROGEOLOGY <br /> The hydrogeology of the Study Area is described in greater detail below. Some important <br /> points summarizing the hydrogeologic conditions are: <br /> • The water table depth below the City of Ripon is typically within 20 —40 feet of <br /> ground surface; <br /> • Water levels in monitoring wells are influenced by well pumping, precipitation <br /> patterns and the stage of the Stanislaus River; <br /> • The Upper and Intermediate Aquifers behave as unconfined and semi-confined <br /> systems; the Lower Aquifer is confined by the Corcoran Clay; <br /> • Lower Aquifer water levels can be greater than 10 feet lower than Intermediate <br /> Aquifer levels in the summer months (i.e. strong downward gradients, from 0.1 to 1 <br /> are often observed); <br /> • Generally, historical and present groundwater flow patterns are from the area near <br /> the City of Ripon Wastewater Treatment Facility (WWTF) and Neenah Paper <br /> lagoons towards pumping wells to the north, and south, of the Stanislaus River <br /> based on monitoring wells screened in the Upper and Intermediate Aquifers; <br /> groundwater flow direction has generally been to the west beneath the Corcoran <br /> Clay, based on Lower Aquifer monitoring wells; and <br /> AMEC Geomatrix, Inc. <br /> hDoc_Safe\9000s\9837.005\4000 REGULATORY\SCM_01.30.09\1_text\SCM Report Final.doc 27 <br />
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