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<br />I <br />I <br />I <br />I <br />il <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 />o The water supplier may have obtained conditional reservoir storage <br />decrees in amounts greater than needed for their primary purpose of <br />water supply in order to construct reservoirs large enough to allow <br />other project purposes including reservoir recreation and <br />enhancement of downstream flows. <br /> <br />o The water supplier may be anticipating a higher growth in water <br />demand than was forecasted in thi s study. The forecasts prepared <br />for this study are bel ieved reasonable for the Study Area as a <br />whole. However, there may be higher growth rates in individual <br />areas. Local water suppliers are ultimately responsible for meeting <br />those demands and may therefore choose to adopt more conservative <br />approaches to meet future needs. <br /> <br />The list of conditional decrees included in the model is presented in <br />Table 3.2. Certain other conditional decrees not included in the basin model <br />were used when evaluating alternative in-basin development plans and <br />transmountain diversion projects. These decrees were inserted to serve as the <br />support i ng water right for those potential developments. These decrees are <br />discussed in later chapters where the two types of development are discussed. <br /> <br />3.7 OPERATION OF EXISTING FACILITIES <br /> <br />The operating procedures of major existing water supply facil ities are <br />represented in the basin model. Specific facilities and systems modeled in <br />detail include the Aspinall Unit, the Uncompahgre Project, the Bostwick Park <br />Project, the Dallas Creek Project, and the Project 7 Water Authority. Smaller <br />municipal and domestic systems, such as the City of Gunnison and the Town of <br />Crested Butte, were modeled as depletions because of the proximity of their <br />diversion and return flow points. <br /> <br />3-9 <br />