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SU0014502
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SU0014502
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Last modified
8/25/2022 10:29:54 AM
Creation date
11/4/2021 4:18:13 PM
Metadata
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EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014502
PE
2675
FACILITY_NAME
PA-1900240
STREET_NUMBER
11000
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
LODI
Zip
95242-
APN
05908029, -07 -30
ENTERED_DATE
11/4/2021 12:00:00 AM
SITE_LOCATION
11000 N WEST LN
RECEIVED_DATE
5/2/2022 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Administrative Draft Environmental Impact Report <br /> Gill Medical Center Project <br /> decrease in groundwater storage of 113,000 acre-feet per year, 164,000 acre-feet per year, and 223,000 <br /> acre-feet per year, respectively. Over the last 50 years, the amount of groundwater in storage has <br /> decreased by an average of 34,000 acre-feet per year, or a total of 1,700,000 acre-feet. The largest annual <br /> change in groundwater storage of 223,000 acre-feet per year shown in Table 4.12-1 represents 0.4 <br /> percent of the total groundwater in storage in the Subbasin. The cumulative reduction of groundwater in <br /> storage over the last 50 years is 3.2 percent of the total groundwater in storage in the Subbasin. <br /> Vineyard water demand in the Central Valley is approximately 2.5 acre-feet per acre so the current water <br /> demand for the 32 acres of vineyard area on the Project site is about 80 acre-feet per year.Table 4.12-4 <br /> shows the available groundwater supply (i.e., the amount of water currently used to irrigate the 32 acres <br /> vineyard) compared with the projected water demands for the Project at full build out. Potable water <br /> demand and irrigation water demand are anticipated to be 42 acre-feet per year and 30 acre-feet per <br /> year, respectively. However, the irrigation demand is anticipated to be fully offset with recycled water from <br /> the onsite wastewater treatment plant. In addition, approximately 12 acre-feet of the applied irrigation <br /> water is expected to infiltrate into the subsurface below the root zone and percolate back to the water <br /> table.Thus, the net Project demand for groundwater from the aquifer is projected to be 30 acre-feet per <br /> year, which is substantially less than the 80 acre-feet per year that are currently used to irrigate the <br /> vineyard area on the Project site.The Project water demand is diminished compared to the overall water <br /> demands and changes in groundwater storage presented in Table 4.12-1 and, as such, would have a <br /> miniscule and imperceptible effect on the groundwater basin. <br /> Table 4.12-4.Available Water Supply Compared with Demand for Various Hydrologic Conditions(acre-feet per year) <br /> Normal Year Dry Year Multiple Dry Year <br /> Available Groundwater Supply 80 80 80 <br /> Potable Demand 42 42 42 <br /> Irrigation Demand 30 30 30 <br /> Recycled Water 30 30 30 <br /> Return to Aquifer 12 12 12 <br /> Net Demand 30 30 30 <br /> The WSA determined that the water demand and available supply do not change during normal years, dry <br /> years, or multiple dry-year periods.The WSA concludes that there will be sufficient water available for the <br /> Project during single dry year and multiple dry year periods over at least the next 20 years, in accordance <br /> with requirements of the Water Code, and that water levels in the groundwater basin will not drop to <br /> depths that would affect beneficial uses of the aquifer. <br /> The net Project groundwater use of 30 acre-feet per year is less than the existing baseline groundwater <br /> volume of 80 acre-feet per year used for irrigation of the vineyard. Thus, the Project would not decrease <br /> groundwater supplies, would not impede sustainable management of the groundwater basin, and would <br /> Hydrology and Water Quality 4.12-26 October 2021 <br />
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