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<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 />which begins with below average years of 1950,1955, and 1956, above average years of 1951 <br />and 1953, the extremely dry year of 1954, and wet years of 1952 and 1957. <br /> <br />The model calculates the municipal water demand for variable buildout conditions with various <br />restrictions on lawn irrigation, watering efficiency, number of capita per EaR, and amount of <br />water used by each person per day. These inputs were varied to analyze the demand upon the <br />water system under different growth scenarios. <br /> <br />Using existing water usage data, the model was calibrated to existing build out conditions. <br />Morrison is presently using the amount of water needed to support 267 EaRs. Analyses <br />completed ten years ago assumed Morrison's development was 236 to 250 EaR. This model <br />further determined summer water use has been equivalent to irrigation of 25 acres total, or an <br />average of 4,000 square feet of lawn per EaR. <br /> <br />Design Criteria <br />For this model, the following criteria was imposed on the reservoir operation study: <br />1. An EaR is defined as housing three people, with each person using 100 gallons per day. <br />2. Each EaR has an average of 4,000 square feet of lawn. <br />3. The consumptive use of lawn bluegrass was computed by the Blaney-Criddle Method for <br />each year. <br />4. There is a reservoir capacity of 450 acre-feet in Cooley Reservoir available to Morrison <br />and 29 acre-feet in the Morrison Operating Reservoir for a total of 479 acre-feet. <br />5. Evaporation is based upon a total of 11 surface acres of water in the reservoirs (2.59 <br />acres in the Morrison Reservoir and 8.4 acres in the Cooley Reservoir). <br />6. Seepage from the reservoirs was assumed to be 10 percent annually, as stated in the <br />Agreement with Cooley (Paragraph 3.12.3). However, this figure can easily be adjusted <br />in the model if further geotechnical information produces different seepage results. <br />7. Water rights yields would be limited by the terms and conditions of Morrison decrees. <br />8. For the modeled years, Morrison begins 1950 with an empty Cooley Reservoir but a full <br />Operation Reservoir. <br /> <br />Extrapolating the water demand criteria to additional development, and using water right yields <br />determined by a Bear Creek water rights computer model in 1985, the ability to divert water, fill <br />the Cooley Reservoir, and make releases from the reservoir were evaluated. The operations <br />model demonstrates that 1,290 EaR's can be served without shortages by fully utilizing all of <br />Morrison's water rights, except the Strain Gulch Reservoir assuming at least part of this water <br />right is transferred to the Cooley Reservoir. <br /> <br />7O-OSO.03S:MSI'R-PLN <br /> <br />II-6 <br />