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2900 - Site Mitigation Program
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PR0549018
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Entry Properties
Last modified
3/5/2026 1:08:50 PM
Creation date
3/5/2026 1:01:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0549018
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0028127
FACILITY_NAME
MW-201
STREET_NUMBER
0
STREET_NAME
BETHANY
STREET_TYPE
RD
City
TRACY
Zip
95304
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
0 BETHANY RD TRACY 95304
Tags
EHD - Public
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Groundwater Monitoring Well Construction Workplan <br /> February 2024 <br /> Monitoring Well Design Justification <br /> A four-level nested monitoring well will be constructed at each of the drill sites. The levels <br /> (depths) of the screen intervals were selected to provide groundwater levels above and below the <br /> Corcoran Clay, groundwater use in the area, potential differences in water quality, and to assess <br /> whether the groundwater pumping is raising the base of fresh water. These monitoring wells <br /> (four-levels)will also better characterize groundwater conditions by establishing groundwater <br /> outflow gradients from or to the East Contra Costa Subbasin into or out of the TSb. The <br /> lithologic information will also help to confirm/support Airborne Electromagnetic (commonly <br /> known as AEM) survey findings. Figures 9 and 10 shows the preliminary monitoring well <br /> designs. <br /> The monitoring wells screen locations were developed based on the projected depth and <br /> thickness of the projected Corcoran Clay and the base of fresh water. It is likely the Corcoran <br /> Clay is present beneath the drill sites. Figure 4 shows the extent and structure of the Corcoran <br /> Clay as interpreted by the USGS. <br /> The top and thickness of the clay at MW-201 and MW-202 were not defined in the project area. <br /> The top of the clay using projections using the USGS data suggests the top of the clay may be <br /> 140 feet bgs or based on a nearby borehole possibly 370 feet bgs based on regional projections <br /> suggesting the clay may be dipping. The base of fresh water is at elevation-800 feet amsl or <br /> about 800 feet bgs (refer to Figure 5). <br /> Because the depth and the thickness of the Corcoran Clay is unknown at this location the <br /> following description of the well screen placement are based on the deeper projections of the <br /> clay. The well screens will be adjusted once the borehole is drilled and a geophysical survey is <br /> conducted so that it is above the Corcoran Clay, if the clay is present. <br /> The shallowest monitoring wells (named MW-201A or MW-202A)will be constructed in the <br /> Upper Aquifer, above the Corcoran Clay. Aquifers above the Corcoran Clay are used by <br /> domestic wells that are constructed to depths of 108 to 170 feet bgs. These monitoring wells will <br /> be used to monitor groundwater levels in the Upper Aquifer to track changes and inform the <br /> GSAs if lowering of groundwaters could affect these domestic well owners. The well screens <br /> will be adjusted once the borehole is drilled and a geophysical survey is conducted so that it is <br /> above the Corcoran Clay. <br /> Six monitoring wells (named MW-201 B, C, D and MW-202B, C, D)will be screened below the <br /> Corcoran Clay. The screens for B level monitoring wells will be positioned just below the <br /> Corcoran Clay, where low salinity groundwater may be present, based on other occurrences in <br /> the Subbasin. The screens for C level monitoring wells will be positioned about half-way <br /> between the bottom of the Corcoran Clay and the base of fresh water. Both B and C level screens <br /> will be positioned to track groundwater level changes and inform the GSAs if lowering of <br /> GEI Consultants, Inc. 17 <br />
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