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<br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />il <br />il <br />,'I <br />I <br />I <br />I <br />I <br />I <br /> <br />6.0 IN-BASIN DEVELOPMENT PLAN FORMULATION AND EVALUATION <br /> <br />6.1 PLAN FORMULATION <br /> <br />The components retained after screening the alternatives discussed in the <br />previous chapter are listed in Table 6.1. These components were combined into <br />six alternative development plans to meet projected in-basin water demands. <br />The six plans were formulated with the intent of presenting a broad range of <br />development poss i bil it ies whi ch woul d meet the target objectives to some <br />degree. These alternative plans are defined in general terms as follows: <br /> <br />Alternative No. 1 - a group of 17 recreational components. <br />Alternative No. 2 - three storage reservoirs, one each in the Ohio Creek, <br />Tomichi Creek and Cochetopa Creek sub-basins. <br />Alternative No.3 - a combination of alternatives 1 and 2. <br />Alternative No.4 - three storage reservoirs of Alternative 2 combined <br />with ten recreation components selected from <br />Alternative No.1. <br />Alternative No. 5 - storage reservoirs on Tomichi Creek and Ohio Creek <br />combined with the ten recreation components from <br />Alternative No.4 <br />Alternative No.6 - one storage reservoir on Tomichi Creek combined with <br />ten recreation components from Alternative No.4. <br /> <br />6.2 PLAN EVALUATION <br /> <br />The hydrologic computer model was used to evaluate the effects of <br />developing alternative plans. This allowed plans to be compared relative to <br />each other and also to the results of the No-Action Alternative discussed <br />previously in Chapter 4. <br /> <br />The recreation components included in alternative plans do not consume <br />water, although several of them may require management of streamflow through <br />changes in reservoir release patterns. When modeling alternative plans, these <br /> <br />6-1 <br />