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Colorado Springs’ ASR Program Presented by Cortney Brand Western Water Workshop, Gunnison, CO July 28, 2005
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Outline Colorado Springs’ Water System Long-Term Water Supply Plan Denver Basin Aquifers Benefits of ASR ASR Operational Concept Feasibility Investigation Long-Term Testing Next Steps Rampart Reservoir
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Colorado Springs’ Water System Serve water to approx. 410,000 people 97% surface water (primarily snowmelt) 3% alluvial and bedrock groundwater Extensive network of diversions, tunnels, reservoirs, pipelines and canals Can deliver 110,000 AF/yr from 200 miles away Current demands of 80-90 KAF/yr, projected to be 180 KAF/yr by 2040 includes existing and planned DSM programs
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2 3 5 4 1 6 S. Platte R. Arkansas R. Continental Divide Supply Systems 1.Local (1800’s – present) 2.Blue R./S. Platte (50’s) 3.Homestake (60’s) 4.Fry-Ark (60’s) 5.Twin Lakes (70’s) 6.Colorado Canal - Exchange (80’s) Colorado Springs Blue River Pipeline Homestake Pipeline FVA Pipeline
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Long-Term Water Supply Plan New major delivery system – Southern Delivery System (SDS) 43-mile, 66-inch pipeline from Arkansas River Delivery capacity of 78 MGD Online by around 2011-12 Bridge gap by: Local water system improvements Nonpotable water development & distribution Groundwater development & ASR
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Denver Basin Aquifers Extensive sedimentary bedrock aquifer system Non-renewable Underlies ~7,000 mi 2 area (40% of Colorado Springs) Relatively low transmissivities and well yields Colorado Springs has 15 Denver Basin wells Delivery capacity of 3,600 AF/yr Used for supplemental potable supply and irrigation (parks, etc.) Colorado Springs Denver Basin
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Why Pursue ASR? Unique (for Front Range) combination of surface and groundwater supplies and infrastructure Additional water storage capacity Leverage investment in groundwater supply infrastructure Use off-peak capacity in treatment plants and pipelines Bank water for future dry years Improve sustainability of Denver Basin groundwater Diversify water supply portfolio (risk mitigation)
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Inject into aquifers ASR Operational Concept October – April (Inject/Store) Proactively Deliver from Reservoir Storage (make space to capture spills) Treat Pipe to wells
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ASR Operational Concept May – September (recover) Recover Water Disinfect Deliver to Tanks
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ASR Feasibility Investigation Conducted Fall of ’04 Injection/recovery testing at two wells Water sampling & analysis Geochemical modeling ASR water availability analysis Used supply system Operations & Yield model to quantify “spills” Conceptual plan for implementing ASR
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ASR Testing Results Arapahoe Well Injection rate of 500 gpm (pumping rate of 600+ gpm) No water quality concerns Denver Well Injection rate of 75 gpm (pumping rate of 75+ gpm) Potential recovered water quality concerns Need pH adjustment Northgate Tank Site
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ASR Water Availability Short-term goal (5 yrs) Ultimate goal (10 yrs)
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Long-Term Testing Started in July – complete in December Objectives Determine sustainable, long-term injection rates Verify water quality Determine backwash frequencies Arapahoe Well 500 gpm 3 months injection 2+ months recovery Denver Well 50-75 gpm pH adjustment 2 injection/recovery cycles
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Next Steps “Crawl, Walk, Run” 1.Evaluate long-term testing results 2.Operate Northgate ASR facility in 2006 Will recovered water need to be re-treated? Can we maintain injection rates? Is the system easy to operate? Develop and implement water accounting practices 3.Retrofit additional wells 4.Work toward goal of 2-3 KAF/yr capacity by 2010
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