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GSP Annual Report

5-021.54 ANTELOPE
2023 (OCT. 2022 - SEP. 2023)
Single Annual Report

GSP Annual Report Information Correspondences
Comments

04/01/2024 1:12 PM

2023 (OCT. 2022 - SEP. 2023)

Single Annual Report
5-021.54_WY_2023.pdf (11.6MB)
5-021.54_WY_2023.xlsx (16.8kB)
Incomplete GSP 2024
Justin Jenson (Tehama County Flood Control and Water Conservation District GSA - Antelope)

A Groundwater Extraction

Total Groundwater Extractions (AF)

18,000

Water Use Sectors

400
0
17,000
0
0
0
300
Rural Residential

B Groundwater Extraction Methods

Meters

400
Direct
5-10 %
Metered Municipal Wells
Metered connection maintained by City of Red Bluff and Los Molinos Mutual Water Company

Electrical Records

0

        

        

Land Use

17,000
Estimate
20-30 %
Land use estimates were derived from crop mapping and CropScape survey results
Typical   uncertainty for water balance calculation

Groundwater Model

0

        

        

Other

300
Estimate
10-20 %
Rural residential groundwater extraction is estimated based on City of Red Bluff?s 2020 Urban Water Management Plan 2020 usage of an average per capita water use of 253 gallons per capita per day. Population data from the 2020 census was coupled with parcel data to identify total population not serviced by municipal supplies
Uncertainties are from population estimates and gallon per capita per day estimates

C Surface Water Supply

Total Surface Water Supply (AF)

9,000

Methods Used to Determine

Diversions for local supplies are estimated based on historic State Water Resource Control Board eWRIMS (Electronic Water Rights Information Management System) data for total diversions. Surface water delivery estimates are based on historic deliveries in the area that have occurred in dry and critical years

Water Source Types

0
0
0
9,000
0
0
0
0

        

D Total Water Use

Total Water Use (AF)

27,000

Methods Used to Determine

Methods used are a combination of estimates based on land use and population/ per capita water use, metered municipal water use, and estimates based on historic water rights data for dry and critical years

Water Source Types

18,000
9,000
0
0
0

        

Water Use Sectors

400
0
26,000
0
0
0
300
Rural Residential

E Change in Storage


Method used to calculate change in storage

Change of groundwater levels from Spring 2022 to Spring 2023 at wells screened in the Upper Aquifer were interpolated to estimate the groundwater elevation change in areas where sufficient data were available. Estimated elevation change was multiplied by a spatially variable aquifer storage coefficient available from the Tehama Integrated Hydrogeological Model (Tehama County GSA, 2022) to estimate the groundwater storage change volume in the Upper Aquifer. The spatial extent of this estimate was limited to areas where measured groundwater levels were available. Therefore, an area-weighted adjustment was applied to the estimated storage to estimate the subbasin-wide change in storage. Sufficient groundwater level data were not available to interpolate water level changes in the Lower Aquifer. Therefore, the Lower Aquifer storage change was estimated using the Upper Aquifer storage change and historical ratio of storage changes in the two aquifers for critical years. The summation of the changes in the Upper and Lower Aquifers provides the total groundwater storage change in the Subbasin.

F Monitoring Network Module

SGMA Wells Elevation Readings Export (CSV)


General Sites Elevation Readings Export (CSV)

G PMA Module

PMA Implementation Updates Implementation Update Export (CSV) PMA Export (CSV)