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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 2 <br />Groundwater Banking Authority 71 Hydrogeology <br />Table 2-3 Simplified Groundwater Balance for Eastern San Joaquin County <br />Groundwater Flow Component Average Value Explanation <br />Inflows (af) <br />Deep Percolation/Recharge 608,400 Net infiltration from rainfall, <br />irrigation, canal leakage etc. <br />Gain from Streams 198,170 Net inflow from streams to <br />groundwater system <br />Lateral Inflow 98,000 Net of subsurface inflows and <br />outflows. <br />Total Inflows 904,577 <br />Outflows (af) <br />Groundwater Pumping 867,600 Net agricultural, municipal and <br />industrial pumping <br />Loss to Streams 108,898 Net outflow from groundwater <br />system to streams <br />Lateral Outflow 35,300 Subsurface Outflows <br />Total Outflows 1,011,815 <br />Groundwater Overdraft (af) <br />Mined Aquifer Storage 107,238 Total Inflows minus Total Outflows <br />Estimated Saline Intrusion 42,000* Lateral Saline Intrusion into the <br />Stockton Area <br />Total Estimated Overdraft 150,700 Sum of Mined Aquifer Storage and <br />Saline Intrusion <br />Notes <br />Source: San Joaquin County Water Management Plan Volume I <br />2.3.7 Saline Groundwater Intrusion <br />Groundwater flow in the Basin now converges on the depression with relatively steep <br />groundwater gradients eastward from the Delta toward the cone of depression as depicted in <br />Figures 2-3 and 2-4. The eastward flow from the Delta area is significant because of the <br />typically poorer quality water now moving eastward in the Stockton area. Increased lateral <br />inflow from the west is undesirable, as this water is typically higher in TDS and chloride levels <br />and causes the degradation of water quality in the Basin. Figure 2-9 illustrates the approximate <br />location of the 300 mg/L isochlor as measured in 2000. Projections indicate that the rate of <br />eastward migration of the saline front is approximately 150 to 250 feet per year. Figure 2-9 also <br />shows the projected 2030 location of the 300 mg/L isochlor under no-action conditions. <br />Degradation of water quality due to TDS or chloride contamination threatens the long-term <br />sustainability of a very important water resource for San Joaquin County, since water high in <br />TDS and/or chloride is unusable for either urban drinking water needs or for irrigating crops. <br />Damage to the aquifer system could for all practical purposes be irreversible due to saline water <br />intrusion, withdrawal of groundwater from storage, and potentially subsidence and aquifer <br />consolidation. The saline intrusion problem is not well understood by the Authority. Further <br />studies and monitoring methods are necessary to ensure the problem is addressed and <br />monitored adequately. Section 4 discusses further the current groundwater monitoring program <br />and future actions to be undertaken by the Authority and its member agencies.
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