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2900 - Site Mitigation Program
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PR0544282
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Entry Properties
Last modified
6/23/2026 11:06:17 AM
Creation date
6/23/2026 9:01:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544282
PE
2965 - RWQCB LEAD AGENCY WASTE DISCHARGE SITE
FACILITY_ID
FA0025168
FACILITY_NAME
ROUGH AND READY ISLAND, PORT OF STOCKTON
STREET_NUMBER
2201
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
16203007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2201 WASHINGTON ST STOCKTON 95203
Tags
EHD - Public
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GeosynteC <br /> consultants <br /> 2. HYDROGEOLOGIC CONCEPTUAL SITE MODEL <br /> RRI is located in Stockton, California along the eastern margin of the Sacramento-San <br /> Joaquin Delta(Delta; Figure 4). The Delta is formed by the confluence of several rivers, <br /> including the San Joaquin, Sacramento, Mokelumne, Calaveras, and Cosumnes Rivers. <br /> The Delta extends about 48 miles north,from Tom Paine Slough to Clarksburg,California <br /> and 31 miles west to Suisun Bay(Figure 4). Much of the Delta is located below mean sea <br /> level (msl). RRI consists of approximately 1,459 relatively flat acres that were originally <br /> marshy grassland(Tetra Tech,2002). <br /> The United States Geological Survey(USGS)has developed a CSM for the Delta islands, <br /> which is presented in Figure 5 (USGS, 2000). Prior to development, the Delta islands <br /> consisted of marshy grassland with organic clay and peat being formed. Once the islands <br /> were developed, levees were installed to prevent flooding from the surrounding surface <br /> water bodies, subsidence of the soils caused the ground surface in the center of the islands <br /> to subside below msl, and drainage channels in the interior of the islands were used to <br /> maintain the groundwater table below the ground surface (USGS, 2000). <br /> 2.1 RRI CSM Background <br /> In the 1990s, the Navy developed an initial CSM of the hydrogeology at RRI that <br /> subdivided the upper 70 to 80 feet of alluvial sediments into units of varying thickness <br /> and permeabilities including an uppermost confining unit (PRC, 1997a; Tetra Tech, <br /> 2002).However,after the Navy completed their investigation activities in 2002,the Navy <br /> revised their hydrogeologic CSM for RRI to a single heterogenous water-bearing unit in <br /> the uppermost 70 to 80 feet below ground surface (bgs), consisting of laterally and <br /> vertically discontinuous sedimentary packages in hydraulic communication with each <br /> other and the surface water bodies surrounding RRI, under semi-confined to unconfined <br /> conditions (Tetra Tech, 2002). <br /> In 2003, the Navy transferred RRI to the Port and the Port selected ERS as their <br /> environmental consultant. ERS used a CSM that subdivided the shallow alluvial <br /> sediments into multiple separate water-bearing units,similar to the initial CSM developed <br /> by the Navy in the 1990s(ERS, 2012). <br /> In 2017, the Port selected Geosyntec as their consultant for the RRI groundwater <br /> monitoring program and asked Geosyntec to re-evaluate the hydrogeologic CSM for RRI. <br /> Geosyntec reviewed historical reports and data, including groundwater elevations, <br /> RRI Groundwater Monitoring Work Plan 7 1 June 2018 <br />
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