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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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Groundwater Monitoring Well Constructlon Workplan <br /> January 2024 <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 /> screens, filter packs and annular seals(bentonite clay pellets or chip)intervals may change based <br /> on the geophysical logging which will provide site specific details to support the final monitoring <br /> well design. <br /> The monitoring wells screen locations were developed based on the depth and thickness of the <br /> Corcoran Clay, the base of fresh water, and information obtained from MW-203. MW-203 is <br /> about 30 feet lower than at MW-204 site. Therefore, the depths of the screen locations and the <br /> Corcoran Clay at MW-204 site will be about 30 feet deeper than encountered at MW-203. The <br /> monitoring well screens at MW-204 will be positioned to monitor similar aquifers as present at <br /> MW-203. <br /> Corcoran Clay is present beneath the drill site. Figure 3 shows the extent and structure of the <br /> Corcoran Clay based on geologic profiles and geophysical logs as well as USGS datasets in the <br /> Subbasin (Page 1968). The top of the clay is about 310 feet bgs and is about 80 feet thick at the <br /> proposed monitoring well location, based on MW-203 exploration. The base of fresh water is at <br /> elevation -1,600 feet amsl or about 1,800 feet bgs (refer to Figure 4). MW-203 geophysical <br /> survey suggests the base of fresh water is greater than 1,350 feet bgs in the area. MW-204's total <br /> proposed borehole depth is 1,100 feet bgs, staying well above the base of fresh water. <br /> The shallowest monitoring well (named MW-204A)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-204B, C, D)will be screened below the Corcoran Clay. <br /> The screens for MW-204B will be positioned just below the Corcoran Clay, 500 to 510 feet bgs <br /> where low salinity groundwater may be present, based on other occurrences in the Subbasin. <br /> MW-204C screens will be positioned about half-way between the bottom of the Corcoran Clay <br /> and the base of fresh water, about 740 to 750 feet bgs. Both MW-204B and MW-204C will be <br /> GEI Consultants, Inc. 16 <br />
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