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Approximately 200 of of storage space would be purchased in Red Mesa Reservoir (also referred to as <br />Mormon Reservoir). <br />In summary, approximately 36,891 of of water may become available through coordinated operation of <br />existing reservoirs with streamflows in the San Juan Basin. Subsequent computer modeling studies <br />would need to verify the amount. <br />The capacity of Lemon Reservoir would be increased from approximately 40,000 of to 50,000 of by <br />raising the dam 11.5 feet. Increased capacity would be used to deliver water to the Florida Mesa Housing <br />Unit and supplement Animas River diversions to meet the City of Durango demands and the Durango <br />regional demands. The depletion supplied by Lemon Reservoir to the uses ranges from zero to 1,500 afy, <br />with an average annual depletion of approximately 500 af. More detailed water operation modeling <br />studies would need to be completed to verify the yield from enlarging Lemon Reservoir. <br />A water acquisition component of Refined Alternative 6 was developed that would be commensurate <br />with the non - structural component of Refined Alternative 4 for the purchase of agricultural lands to <br />obtain 13,000 afy depletions. Under this component the water would be left on the land. A summary of <br />the lands purchased under this component are as follows: <br />❑ Animas and Florida River Basins - Acreage sufficient to provide a firm yield depletion of <br />6,500 of would be purchased in the Animas and Florida River Basins as an equivalent to the non - <br />structural component of Refined Alternative 4. The water would remain on the land as described <br />in Refined Alternative 4. With a depletion factor of 1.4 of per acre, 4,643 acres would be <br />required. <br />❑ McElmo Creek Basin (Montezuma County) - Approximately 4,062 acres, an amount sufficient to <br />provide an annual firm yield depletion of 6,500 af, would be purchased in the Montezuma <br />Valley, either within the Montezuma Valley Company or elsewhere in the Dolores Project <br />service area as an equivalent to the non - structural component of Refined Alternative 4. The <br />water would remain on the land. <br />SETS Conclusions and Recommendations <br />The initial 10 alternatives, additional structural and non - structural components, and Refined Alternatives <br />4 and 6 were thoroughly evaluated in the SEIS. The analysis is included in Chapters, Volume 1 of the <br />FSEIS for the full range of alternatives. Additional analysis for Refined Alternatives 4 and 6 is included <br />in Chapters 3 and 4 of this FSEIS, Volume 1. In Chapter 5, additional analysis to test the ability of the <br />refined alternatives to meet the purpose and need of the project. <br />Project alternatives would affect resources such as streamflows, fish and wildlife, vegetation and <br />wetlands, cultural resources, and recreation as described in Chapter 3. Chapters 3 and 5 describe <br />mitigation measures and environmental commitments to reduce these impacts. <br />The evaluation of several factors reveals that implementation of Refined Alternative 6 presents a number <br />of problems: <br />❑ It would impose significant risks on the ability of the project to provide an assured water supply I <br />commensurate with the water rights established in the settlement; <br />❑ The wholesale purchase of land and transfer of water may be opposed by the local community, <br />thereby impacting completion of the settlement; <br />ES -9 <br />