Groundwater Replenishment In The Coachella Valley, CA. WESTCAS 2018 Annual Conference June 21, 2018 Zoe Rodriguez del Rey, Water Resources
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1 Groundwater Replenishment In The Coachella Valley, CA WESTCAS 2018 Annual Conference June 21, 2018 Zoe Rodriguez del Rey, Water Resources
2 Coachella Valley Indio Mecca Palm Springs La Quinta Thermal 2
3 Coachella Valley Groundwater Replenishment and Assessment Programs CVWD Areas of Benefit West Whitewater River Subbasin 1980 Mission Creek Subbasin 2003 East Whitewater River Subbasin 2005 DWA Areas of Benefit West Whitewater River Subbasin 1978 Mission Creek Subbasin 2003 Garnet Hill Subbasin
4 Coachella Valley Groundwater Replenishment History Dike No. 4 Pilot Thomas E. Levy 1918 CVWD Formed 1973 State Water Projects Begin 1997 Dike No. 4 Pilot Facility 2009 Thomas E. Levy Facility Operational 1949 Supplemental Water Deliveries Begin Coachella Canal 1984 Whitewater Facility Expanded Whitewater 2002 Mission Creek Facility Operational Mission Creek 2018 Construction on Palm Desert Facility Begins Palm Desert Site 4
5 Coachella Valley Water Management Plan Objectives: Sustainable Groundwater Supply Maximize Conjunctive Use Minimize Economic and Environmental Impacts Major Elements: Water Conservation Source Substitution Groundwater Replenishment Additional Water Supplies 5
6 Replenishment Water Supplies Colorado River Water: 384,000 AF (2018) State Water Project: CVWD = 138,350 AF DWA = 55,750 AF Total = 194,100 AF MWD Advanced Delivery: Balance (May 2018) = 222,215 AF
7 Replenishment (acre-feet) Whitewater Groundwater Replenishment Facility 19 ponds (700 acres) 400,000 Design capacity = 511,000 AFY Capital 350, , expansion = $1.3 million 2010 improvements = $10 million 250,000 Single intake/sluicing structure, 2 diversion structures, appx. 12, ,000 ft. of conveyance channel SWP 150,000 Exchange water delivered = MAF ( ) O&M 100,000 = $3.6 million (FY 2017) Whitewater Groundwater Replenishment (AFY) Funding 50,000 Replenishment Assessment Charge = $143.80/AF (2017) 0 Property tax revenue 7
8 Operation and Maintenance Delivery Procedure Ramp up in daily 50 cfs max increments Sluice sediment into the Whitewater River channel Flow Range cfs 165 cfs is minimum flow to operate the HPG Natural Runoff/Flood Procedures Flows above 1,500 cfs enter the Whitewater River channel to protect the ponds Real time monitoring of USGS National Water Information System (900 cfs alert) Maintenance Remove accumulated fine sediments Two-thirds of facility can remain open during regular maintenance
9 Groundwater Level Changes in the West Whitewater River Subbasin Management Area: 2007 to 2017
10 Thomas E. Levy Groundwater Replenishment Facility 39 ponds (163 acres) Thomas E. Levy Replenishment (AFY) Two40, K gallon reservoirs 35,000 Pump station = 27,000 gpm capacity (1,500 HP, lift 160 ft) 30,000 Design capacity = 40,000 AFY 25,000 Capital (incl. land cost) = $60 million 20,000 O&M = $3.4 million/yr. (FY 2017) 15,000 QSA Mitigation Costs = $7.8 million (FY 2017) 10,000 Colorado River water delivered = 325,000+ AF ( ) 5,000 Funding Replenishment Assessment Charge = $66/AF (2017) Property tax revenue 2013 Replenishment (acre-feet) 10
11 Groundwater Level Changes in the East Whitewater River Subbasin Management Area: 2007 to 2017
12 Artesian Conditions (2017)
13 Replenishment Pond Maintenance
14 Replenishment (acre-feet) Mission Creek Groundwater Replenishment Facility 12 ponds (56 acres) 35,000 Design capacity = 33,000 AFY 30,000 Construction cost = $4 million O&M 25,000 shared by DWA and CVWD 15,000 SWP Exchange water delivered = 159,000 + ( ) Funding 10,000 0 Mission Creek Replenishment (AFY) 69%/31% 20,000 CVWD portion = $240,000 (FY 2017) Replenishment Assessment Charge = $135.52/AF (2017) 5,000 Property tax revenue 14
15
16 Coachella Valley Land Subsidence Studies Land Surface Elevation Surveys subsided 4 uplifted 17 stable Preliminary and Subject to Revision Michelle Sneed (USGS) March 28, 2017 Presentation
17 Palm Desert Groundwater Replenishment Project Phase I Repurposing of Wastewater Reclamation Plant 10 percolation ponds Five ponds (20 acres) Design capacity = 10,000 AFY Phase II Replenishment ponds within the Whitewater River Storm Channel 3 Ponds (25 acres) Design capacity = 15,000 AFY Estimated Construction Cost = ~$10 million
18 Review existing hydrogeologic conditions Evaluate replenishment feasibility Develop local groundwater model to evaluate replenishment scenarios Groundwater storage change Water quality change Assess regulatory permitting Develop conceptual design/operational criteria Key Project Elements
19 Project Summary Cost effective groundwater replenishment Aquifer has capacity without excessive mounding Groundwater gradient/flow equilibrium in ~5 years Groundwater levels in model area increase/stabilize at equilibrium 25,000 AFY additional storage Up gradient benefit less subsurface flow into model area Down gradient benefit increased subsurface flow from model area Expected water quality changes support beneficial use Safer groundwater (reduces long-term nitrate and Cr6 levels) Salinity (aesthetic) increases within consumer acceptance range Permitting: updated WRP 10 permit; applied for 404, 401, and Streambed Alteration permits
20 Groundwater Replenishment In The Coachella Valley, CA
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