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<br />Metropolitan Water Supply Investigation <br /> <br />MWSI Results <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Existing (1996) levels of use of Denver Basin groundwater were estimated to be <br />approximately 57,000 acre-feet per year. About 50% of this is due to municipal use with <br />the rest attributed to irrigation, livestock & domestic, and industrial uses, Over 50,000 <br />gpm (over 80,000 acre-feet per year) of municipal well capacity is currently developed <br />into the Denver Basin aquifers, primarily within Douglas County (HRS, 1997), <br /> <br />Two pilot programs for recharging water into the Denver Basin have been undertaken by <br />the Willows Water District in cooperation with Denver Water, and by the Centennial <br />Water & Sanitation District. These projects have successfully injected and stored treated <br />surface water into the Denver and Arapahoe aquifers, Both studies have stressed the <br />importance of injecting high quality treated surface water which is chemically compatible <br />with the native groundwater. There have been varied results with respect to well <br />hydraulic issues; one pilot program has experienced hydraulic head build-up during <br />reinjection, while the other program has found an increase in well efficiency over time. <br /> <br />Recharge (injection, storage and recovery) into the Arapahoe aquifer at pilot levels has <br />been shown to be viable, Additional research and review of these projects will be <br />required to evaluate the long term effects of injection and recovery operations at higher <br />levels on wells and the aquifer, the long term well maintenance costs, and the <br />applicability of recharge to other aquifers in the Denver Basin, <br /> <br />The Denver Basin aquifer system was included in the MWSI's conceptual examination of <br />conjunctive use because of the size and extent of the aquifer system, the significant <br />municipal reliance on the aquifer system, and the proximity of existing municipal well <br />fields to the South Platte River. <br /> <br />Beebe Draw <br /> <br />The Beebe Draw aquifer was examined as a potential groundwater resource for <br />conjunctive use arrangement for several reasons: 1) it is located relatively close to the <br />northern part of the metro Denver area, 2) it is part of the Barr Lake irrigation system, and <br />3) the irrigation companies associates with the Burlington Ditch and Barr Lake are <br />interested in a cooperative arrangement with Denver area municipal providers as <br />expressed in the Barr Lake Plan, a multi-purpose water management concept document <br />produced by the companies, The Barr Lake Plan incorporates the water rights, storage <br />and conveyance facilities of the Farmers Reservoir and Irrigation Company, the <br />Burlington Ditch Reservoir and Land Company, and the Henrylyn Irrigation District (the <br />"Companies"). <br /> <br />Beebe Draw is a shallow (up to 100 feet thick) alluvial aquifer located between Barr Lake <br />and Milton Reservoir, as shown in Figure 8, It is geologically isolated between the South <br />Platte River on the west and Box Elder Creek on the east. Hydrogeologically it is an <br />extinct paleochannel of the South Platte. The total storage capacity of the aquifer is <br />estimated to be between 1 and 2 million acre-feet. The aquifer is relatively porous, with <br />well capacities as high as 2,000 gpm, The major sources of supply to the aquifer are <br /> <br />50 <br /> <br />Prepared for the Colorado Water Conservation Board, Colorado Department of Natural Resources by <br />Hydrosphere Resource Consultants, J002 Walnut Street, Suite 200, Boulder, CO 80302 <br />