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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 1 <br />Groundwater Banking Authority 34 Introduction <br />to 3.65 MGD of reclaimed waste water is applied to fodder crops on City owned and leased <br />lands. <br />The City of Manteca is expected to grow to over 130,000 by 2025. Recognizing the need for a <br />reliable water supply to meet the demands of growth, the City of Manteca will participate with <br />SSJID in the South County Surface Water Supply Project. At build out in 2025, the City will <br />receive up to 18,500 af/yr of high quality water from the Project. <br />City of Ripon – The city of Ripon is located at the southern edge of the county along State <br />Route 99. The population in 2002 was approximately 11,500 and is expected to grow to 29,900 <br />by 2020. All of the city’s potable water is provided by groundwater wells supplying 4,565 af in <br />2002, and this is estimated to increase to 12,310 af in 2020 in the 2003 City of Ripon Urban <br />Water Management Plan. In 2002, 1,400 af of non-potable water was supplied by city <br />groundwater wells, and 500 af of non-potable water was supplied with SSJID contracted surface <br />water. In 2020, the city’s non-potable wells are expected to supply the same amount of water, <br />and the SSJID’s contract is expected to increase to 5,080 af. The plan also anticipates 960 af <br />of non-potable groundwater supplied by Nestle in 2020. <br />The City of Ripon Urban Water Management Plan contains 14 demand management measures <br />(DMM) to promote conservation. A few of these are interior and exterior water audits for single <br />family and multi-family customers, large landscape conservation programs and incentives, <br />school education, and water waste prohibition. <br />City of Lathrop – Information not received prior to release of Plan. <br />City of Escalon – Information not received prior to release of Plan. <br />1.6.3 Overview of Groundwater Management by San Joaquin County <br />East San Joaquin Parties Water Authority – In 1995, County water interests facilitated the <br />ESJPWA to conceive and implement a joint conjunctive use and groundwater banking project <br />with EBMUD. Several alternatives were developed and explored with the goal of implementing <br />the Mokelumne Aquifer Recharge and Storage Project (MARS). In wet years, supplemental <br />surface water obtained would be used by County interest in-lieu of groundwater or be actively <br />recharged using various methods. In dry years, EBMUD would be allowed to extract and export <br />from the Basin a portion of the recoverable supply for use in the EBMUD service area. <br /> <br />In order to technically support the concept of aquifer storage and recovery, the ESJPWA <br />undertook the Beckman Injection/Extraction Study (Beckman Study). The Beckman Study <br />involved the injection of water from EBMUD’s Mokelumne River entitlement via the Mokelumne <br />Aqueduct and subsequent monitoring. The Beckman Study provided insight into the <br />Groundwater Basin’s ability to accept injected water. The Beckman Study concluded that the <br />migration of injected water is attributed to many factors including seasonal hydrogeology, <br />regional pumping patterns, and prevailing groundwater gradients. In 2002, the Authority <br />continued the work of the ESJPWA and completed the Beckman Test Final Report. The Report <br />concluded water injected at the site remained in the general vicinity. Further studies are needed <br />to evaluate long-term storage and the overall recoverability of injected water from the underlying <br />aquifer. Further analysis has concluded that the test area is suitable for recharge and that the <br />recoverability of injected water is high. <br />
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