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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 4 <br />Groundwater Banking Authority 82 Groundwater Management Options <br />and priority. However, protected areas or Areas of Origin within the Sacramento/San Joaquin <br />Delta watershed receive priority when considering water right appropriations. Water code <br />§1216 states that, “A protected area shall not be deprived directly or indirectly of the prior right <br />to all the water reasonably required to adequately supply the beneficial needs of the protected <br />area… by a water supplier exporting or intending to export water for use outside a protected <br />area…” Historically, the interpretation of the statute has favored those who export water from <br />the Delta, nevertheless pending legal action and political pressure could increase water <br />allocations to Eastern San Joaquin County and give priority to future water right applications. <br />4.1.1.2 Maximizing Existing Surface Water Supplies <br />Agencies within Eastern San Joaquin County have existing water rights and contracts that <br />cannot be fully utilized for a variety of factors including supply reliability and infrastructure <br />limitations. The following section describes methods to maximize the use of existing supplies. <br />Re-operation of Existing Facilities <br />The re-operation of existing reservoirs is the intentional drawdown of stored water below the <br />minimum capacity required for flood control purposes. In the context of a conjunctive use <br />program, reservoir re-operation potentially utilizes a reservoir’s carryover storage for <br />groundwater recharge allowing for greater flood control capacity and a reduction in the <br />foreseeable frequency of reservoir spills. Changes in the mode of operation could detrimentally <br />affect other reservoir benefits such as hydropower, water supply, temperature control, and <br />recreation. These impacts can vary the reservoirs ability to be re-operated for increased water <br />supply benefits. <br />In-Basin Water Transfers and Purchases <br />Similar to water transfers from out-of-basin entities, agencies with extensive surface water rights <br />could make water available to other agencies with limited water rights overlying more depressed <br />groundwater levels within Eastern San Joaquin County. Additional investments in infrastructure <br />resulting in increased efficiency could facilitate the transfer or sale of water. In order to avoid <br />the loss of water rights through non-use, water districts and agencies could transfer their rights <br />to other in-basin users. Examples of in-basin water transfer include purchases by the City of <br />Tracy from the West Side and Banta-Carbona Irrigation Districts and by the City of Stockton <br />from SSJID/OID. <br />4.1.2 Groundwater Recharge Options <br />In 2001 SEWD, in conjunction with the USACE and other local sponsors, completed the <br />Farmington Groundwater Recharge/Seasonal Habitat Study. This Study explored the feasibility <br />of groundwater recharge methods in the context of San Joaquin County’s available surface <br />water supplies and availabilities. The Study explores the benefits and drawbacks of the various <br />methods used to recharge groundwater including detailed cost comparisons. The groundwater <br />recharge methods are discussed below and summarized in Table 4-1. <br />4.1.2.1 Direct Recharge to Groundwater <br />Field Flooding <br />Field flooding consists of ponding surface water on seasonally fallowed agricultural areas in the <br />late fall, winter, and early spring months for the purpose of recharging the groundwater Basin. <br />In general this option could be used in fields with permeable soils and with little or no vertical <br />impediments. Very few minor site preparations are necessary to percolate substantial amounts <br />of water, making this method economical. Recharge efficiencies can also be increased with the <br />addition of internal berms and check structures creating recharge cells for the purpose of
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