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SR0087014_SSNL
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SR0087014_SSNL
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Last modified
4/23/2024 9:12:12 AM
Creation date
8/17/2023 1:11:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0087014
PE
2602
STREET_NUMBER
18163
Direction
S
STREET_NAME
CARROLTON
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
24538026
ENTERED_DATE
8/1/2023 12:00:00 AM
SITE_LOCATION
18163 S CARROLTON RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Eastern San Joaquin Groundwater Basin Groundwater Management Plan <br /> 30,000 of per year though 2010. Phase II will increase deliveries to 44, 000 of annually and <br /> provide a net reduction of groundwater pumping from the underlying Basin of approximately <br /> 30,000 of annually. The total cost of the project is estimated at $126 million. (SSJID, 2001) The <br /> Cities of Escalon, Lathrop, and Manteca typically exceed the 1.0 of per acre safe yield of the <br /> Basin. The South County Program would allow those cities to pump groundwater within the <br /> safe yield (SSJID, 1994). <br /> 8.2.5 Woodbridge Dam Replacement and Canal System <br /> The Woodbridge Diversion Dam (Woodbridge Dam) is a 12-foot tall removable flash board dam <br /> built in 1910. The Woodbridge Dam is operational from March to October at which time Lodi <br /> Lake is heavily used for recreation. The Woodbridge Dam feeds a 100-mile series of canals <br /> west of Lodi to Northeast Stockton. The location of the dam and canals is shown in Figure 8-15. <br /> The Woodbridge Dam itself is considered an impediment to anadromous fish and is recognized <br /> as a key area for the restoration of fall run Chinook Salmon by the National Marine Fishery <br /> Service (NMFS) and the California Department of Fish and Game (CDFG) (CDM, WMP, 2002). <br /> In 2000, WID completed the Lower Mokelumne River Restoration Program Final EIR/EIS for <br /> new improved fish passage facilities. The project consists of the removal of the old flash board <br /> dam and the construction of a new adjustable weir dam with state of the art fish ladders and a <br /> monitoring station for migrating anadromous fish. Additionally, a fish screen and new diversion <br /> pipeline extending form Lodi Lake to the canal system will prevent incidental takes of salmon <br /> smolts and juveniles without the loss of water deliveries to WID customers. The proposed <br /> improvements exceed Lower Mokelumne River environmental restoration goals while <br /> maintaining irrigated agriculture in Woodbridge. The new Woodbridge Dam will operate year <br /> round keeping Lodi Lake full in all months. Year round diversions could facilitate groundwater <br /> recharge and interim deliveries to other in-basin partners including the City of Stockton and <br /> SEWD. (http://www.spk.usace.army.mil/pub/outgoing/co/reg/pn/199900057.pdf, 2002) <br /> In 2003, the City of Lodi and WID reached an agreement by which the City of Lodi would <br /> purchase 6,000 of/yr at a cost of$200 /af for a term of 40-years. Through a drip irrigation <br /> conversion incentive program, WID was able to conserve 6,000 of of water for the sale. The <br /> annual payment of$1.2 million dollars per year is fixed even if the City of Lodi is ready to put its <br /> water to beneficial use; however, a three year banking clause allows the City of Lodi to gain <br /> credit for the undelivered water up to a total of 18,000 af. The City of Lodi is currently exploring <br /> various alternatives to put the water to beneficial use including drinking water treatment and <br /> distribution, groundwater recharge, or injection. (http://www.lodi.gov/city- <br /> council/html/body 2003-03-11s.htm, 2003) <br /> 8.2.6 Eastern Water Alliance Canal <br /> The Eastern Water Alliance Canal is essentially a locally driven completion of the Folsom South <br /> Canal. In concept, the Alliance could construct an open canal along the 100-ft contour or <br /> pipeline equivalent in order to connect the FSC to the Mokelumne River, Calaveras River, and <br /> New Melones Conveyance System. The proposed alignment is shown in Figure 8-116. The <br /> Alliance Canal would facilitate water transfers and the diversion of wet year flow to the recharge <br /> basins and irrigated lands throughout Eastern San Joaquin County. The ultimate capacity of the <br /> Alliance Canal varies; however, the Alliance Canal would transport water both from north to <br /> south and vice versa. If left unlined, the canal could also double as a groundwater recharge <br /> facility. Preliminary discussions have suggested that a canal 300-feet wide would provide the <br /> equivalent recharge of over 1000 acres of recharge basins. Capital costs for the originally <br /> envisioned 85-ft wide, 8-ft deep, 2:1 side sloped, 6-mile long unlined canal constructed from the <br /> Northeastern San Joaquin County Section 8 <br /> Groundwater Banking Authority 127 Integrated Conjunctive Use Program <br />
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