GSP Annual Report
5-021.70 BUTTE
2024 (OCT. 2023 - SEP. 2024)
Single Annual Report
GSP Annual Report Information Comments
03/31/2025 3:14 PM
2024 (OCT. 2023 - SEP. 2024)
Single Annual Report
A Groundwater Extraction
Total Groundwater Extractions (AF)
170,600
Water Use Sectors
2,300
0
151,200
15,800
0
0
1,300
Rural Residential
B Groundwater Extraction Methods
Meters
2,300
Direct
5-10 %
Metered Municipal Wells
Metered connection maintained by City of Biggs
Electrical Records
0
Land Use
151,200
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
1,300
Estimate
10-20 %
Rural residential groundwater extraction is estimated based on California Water Service Company's 2020 Urban Water Management Plan 2020 usage of an average per capita water use of 181 gallons per capita per day. Population data from the 2020 census was coupled with water district boundary 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)
824,700
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
824,700
0
0
0
0
D Total Water Use
Total Water Use (AF)
995,300
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
154,800
824,700
0
0
0
Water Use Sectors
2,300
0
875,600
116,100
0
0
1,300
Rural Residential
E Change in Storage
Method used to calculate change in storage
Spring measurements used to calculate the change in groundwater storage were computed as the average of all available groundwater level measurements from March and April of the respective year. The representative storage coefficient was established by roughly calibrating the estimated change in storage based on changes in observed groundwater levels (i.e., calculated using groundwater level data, representative area, and a storage coefficient parameter) with estimated change in storage outputs from the BBGM, as reported in the GSP to aggregate characteristics across all zones of the Primary Aquifer system. A total of 20 pairs of concurrent annual storage changes assembled from both methods over the period from WY 1999 through WY 2018 were used for calibration. Determination of a representative storage coefficient allows for estimating the change in volume of groundwater storage based on the measured change in groundwater levels and known representative area (i.e., Thiessen polygon) associated with each groundwater level measurement. Negative changes in storage values indicate lowering groundwater levels and depletion of groundwater storage, whereas positive changes in storage values represent rising groundwater levels and accretion of groundwater in storage. As shown in Figure 4-2, the change in storage for each representative area (i.e., Thiessen polygon) in the Primary Aquifer over the previous year ranged from a loss of roughly 400 AF to a gain of roughly 800 AF. The representative areas in the northern and western portion of the Subbasin in close vicinity to the Sacramento River and in the eastern portion adjacent to the Thermalito Afterbay and Feather River had a relatively larger positive change in storage compared to most other areas in the Subbasin. Total groundwater storage change in the Primary Aquifer was estimated to be approximately 12,700 AF between spring 2023 and spring 2024.
F Monitoring Network Module
G PMA Module
PMA Implementation Updates Implementation Update Export (CSV) PMA Export (CSV)
PMA ID | PMA Name | Lead GSA | Status | # Updates during WY |
---|---|---|---|---|
5-021.70_PMA_1 | System modernization (Biggs-West Gridley Water District) | Biggs-West Gridley Water District GSA | Submitted | 0 |
5-021.70_PMA_7 | Multi-benefit recharge | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_16 | Improve monitoring of surface water outflows and refine water balances to improve understanding of surface water/groundwater interactions/net recharge | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_21 | Monitoring well installation | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_14 | Facilitate financing of capital improvements for on-farm irrigation systems | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_13 | Develop partnerships to implement project addressing regional water management | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_15 | Facilitate use of available recycled water that otherwise would not be used beneficially, meets all health and safety criteria, and does not harm crops or soils | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_8 | Grower education | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_9 | Installation of additional shallow monitoring wells | Western Canal Water District GSA | Submitted | 0 |
5-021.70_PMA_23 | Re-establish historical monitoring locations and identify new sites | County of Butte GSA - Butte 1 | Submitted | 0 |
5-021.70_PMA_4 | System Modernization (Western Canal Water District GSA) | Western Canal Water District GSA | Submitted | 0 |
5-021.70_PMA_5 | Boundary flow and primary spill measurement (Western Canal Water District) | Western Canal Water District GSA | Submitted | 0 |
5-021.70_PMA_18 | Increase planned conjunctive use of surface water and groundwater within the supplier service area | Western Canal Water District GSA | Submitted | 0 |
5-021.70_PMA_19 | Little Butte Creek Reservoir main canal bypass project | Western Canal Water District GSA | Submitted | 0 |
5-021.70_PMA_2 | System modernization (Butte Water District) | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_6 | Dual source irrigation systems | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_11 | Boundary flow and primary spill measurement (Butte Water District) | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_17 | Improved delivery service to pressurized irrigation systems | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_20 | M&T - Llano Seco fish screen project | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_22 | Parrot Phelan Diversion restoration project | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_24 | Removal of bottlenecks on the Sutter-Butte main canal | Butte Water District GSA - Butte | Submitted | 0 |
5-021.70_PMA_3 | System modernization (Richvale Irrigation District) | Richvale Irrigation District GSA | Submitted | 0 |
5-021.70_PMA_10 | Alternate delivery to RID Secondary via Kelleher Dam | Richvale Irrigation District GSA | Submitted | 0 |
5-021.70_PMA_12 | Boundary flow and primary spill measurement (Richvale Irrigation District) | Richvale Irrigation District GSA | Submitted | 0 |
5-021.70_PMA_25 | Shu Fly/Cherokee Project | Richvale Irrigation District GSA | Submitted | 0 |