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Approximately 200 af of storage space would be purchased in Red Mesa Reservoir(also referred to as <br /> Mormon Reservoir). <br /> In summary,approximately 36,891 af 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 af to 50,000 af 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 af 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 af 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 /> 1A <br /> SEIS 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 <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 />