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SR0084717_SSNL
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SR0084717_SSNL
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Last modified
2/17/2022 12:18:44 PM
Creation date
1/13/2022 9:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084717
PE
2602
FACILITY_NAME
285 S AUSTIN RD
STREET_NUMBER
285
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
22802048
ENTERED_DATE
1/12/2022 12:00:00 AM
SITE_LOCATION
285 S AUSTIN RD
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Eastern San Joaquin Groundwater Basin Groundwater Management Plan <br />Northeastern San Joaquin County Section 5 <br />Groundwater Banking Authority 93 Groundwater Monitoring Program <br />are ongoing; however, the cumulative effect of ongoing groundwater recharge projects on water <br />levels and water quality in aquifers is unknown. The scope of Study is explained in detail below. <br />1. Assembly and review of existing geologic, hydrologic, and water-quality data <br />Existing well logs, groundwater level, and groundwater quality data will be compiled and <br />assembled into a GIS database. The GIS database will be used, updated, and revised <br />throughout the study and will be the basis for a 3-D visualization. The GIS database will be <br />used to evaluate the aerial extent of high-chloride water, and to draw geologic sections through <br />the study area that define the aerial and vertical extent of aquifer deposits along three selected <br />flow paths from sources of recharge to discharge areas near the delta. The aerial extent of <br />high-chloride water and the geologic sections will be used to define data gaps that guide test- <br />drilling and installation of observation wells. Existing water-quality data in the area of high- <br />chloride water and along the three study flow paths will be used to define the quality of native <br />ground water and its geochemical evolution prior to collection of new data. <br />2. Collection of geochemical and geophysical data <br />Water chemistry data will be collected from up to 60 existing production and the 12 observation <br />wells installed as part of this study. The data will be used to define the source, movement, and <br />age of water from wells and the aerial and vertical extent and source of high-chloride water to <br />wells along the three study flow paths. Samples will be analyzed for major ions, nutrients, <br />selected trace elements, and stable oxygen and hydrogen isotopes. <br />Selected trace elements including bromide, iodide, boron, and barium will be used in <br />conjunction with chloride data to determine the source of high-chloride water in wells. The <br />stable isotopic composition of water from wells also will be used to determine the hydrologic and <br />evaporative history of the Basin. Selected samples will be analyzed for tritium, carbon-14, and <br />carbon-13 to determine the age of groundwater. Selected samples will also be analyzed for <br />noble gasses to determine the recharge mechanism as either focused recharge from stream <br />infiltration or aerial recharge from precipitation or irrigation return. <br />Electromagnetic logs will be collected from existing observation wells and at the multiple-well <br />sites drilled as part of this study. The logs will be used to determine if saline water is present at <br />depths not sampled by well screens. Sequential logs done annually as part of this study will be <br />used to determine if chloride concentrations are increasing at depths where screens are not <br />located. <br />Well-bore flow and depth-dependent water quality data (Izbicki and others, 1996) will be <br />collected from selected production wells to determine at what depths high-chloride water enters <br />the well under pumping conditions. Water movement through selected abandoned wells will be <br />measured using low-flow current meters (such as an electromagnetic or heat-pulse current <br />meter) to determine the direction and rate of water movement through the well casing under <br />non-pumping conditions. <br />3. Test drilling and well installation <br />Three multiple-well sites, each containing three to four 2-inch diameter wells, will be drilled <br />along one study flow path. The wells will define movement of recharge water laterally and <br />vertically through the flow system. Deeper wells at each site will define potential high-chloride <br />source water from underlying bedrock. Similarly, shallower wells at each site will define <br />potential high-chloride source water from irrigation return and, at the down gradient site, <br />brackish water from delta sediments.
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