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2900 - Site Mitigation Program
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PR0546663
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Entry Properties
Last modified
3/5/2026 11:19:03 AM
Creation date
9/16/2025 7:52:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0546663
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0026485
FACILITY_NAME
BANTA CARBONA IRRIGATION DISTRICT
STREET_NUMBER
3514
Direction
W
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25505001
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3514 W LEHMAN RD TRACY 95304
Tags
EHD - Public
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Re-Revised Groundwater Monitoring Well Construction <br /> Workplan <br /> August 2023 <br /> Monitoring Well Design Justification <br /> Four-level nested monitoring wells will be constructed at this drill site. The levels (depths) of the <br /> screen intervals were selected to provide groundwater levels above and below the Corcoran Clay, <br /> groundwater use in the area, potential differences in water quality, and to assess whether the <br /> groundwater pumping is raising the base of fresh water. These monitoring wells (four-levels) <br /> will also better characterize groundwater conditions by establishing groundwater outflow <br /> gradients from or to the Northern Delta-Mendonta Subbasin into the TSb. The lithologic <br /> information will also help to confirm/support Airborne Elecromagnetic (commonly know as <br /> AEM) survey findings. Figure 8 shows the preliminary monitoring well designs. All well <br /> screen, filter pack and annular seals (bentonite clay) intervals may change based on the <br /> geophysical logging which will provide site specific details to support the final monitoring well <br /> dew <br /> The monitoring wells screen locations were developed based on the depth and thickness of the <br /> Corcoran Clay and the base of fresh water. Corcoran Clay is present beneath the drill site. <br /> Figure 3 shows the extent and structure of the Corcoran Clay based on geologic profiles and <br /> geophysical logs as well as USGS datasets in the Subbasin(Page 1968). The top of the clay is <br /> about 230 feet bgs and is about 80 feet thick at the proposed monitoring well location. The base <br /> of fresh water is at elevation -1,200 feet amsl or about 1,400 feet bgs (refer to Figure 4). <br /> The shallowest monitoring well (named MW-203A) will be constructed in the Upper Aquifer, <br /> above the Corcoran Clay. Aquifers above the Corcoran Clay are used by domestic wells that are <br /> constructed to depths of 30 to 150 feet bgs. Some irrigation wells also use this aquifer. This <br /> monitoring well will be used to monitor groundwater levels in the Upper Aquifer to track <br /> changes and inform the GSAs if lowering of groundwaters could affect these domestic well <br /> owners. <br /> Three monitoring wells (named MW-203B, C, D)will be screened below the Corcoran Clay. <br /> The screens for MW-203B will be positioned just below the Corcoran Clay, 390 to 434-0 feet bgs <br /> where low salinity groundwater may be present, based on other occurrences in the Subbasin. <br /> MW-203C screens will be positioned about half-way between the bottom of the Corcoran Clay <br /> and the base of fresh water, about 710 to 740 feet bgs. Both MW-203B and MW-203C will be <br /> positioned to track groundwater level changes and inform the GSAs if lowering of groundwaters <br /> could affect agricultural well owners whose wells depths range from 277 to 800 feet bgs. <br /> The screens of MW-203D, the deepest monitoring well, will be positioned in the first aquifer <br /> above the base of fresh water to detect changes in groundwater levels and salinity and to evaluate <br /> whether pumping may be causing upwelling of saline water from the underlying marine <br /> sediments. <br /> GEI Consultants, Inc. 15 <br />
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