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<br />Final Draft - Preferred Storage Options Plan <br />Southeastern Colorado Water Conservancy District <br />June 8, 2000 <br /> <br />The PSOP is designed to meet long-range water management needs on a District-wide, <br />cooperative basis. If the plan is not implemented, chances are good that smaller storage projects, <br />designed to meet the needs of individual entities, could proliferate. The PSOP includes an <br />important element of Fry-Ark Project re-operation. If re-operation is not implemented, an <br />equivalent amount of new storage capacity would need to be developed. The Enterprise, <br />District, and participating entities believe that implementing the PSOP will have fewer <br />environmental effects than implementing a larger number of smaller projects to meet the <br />objectives of individual entities within the District. <br /> <br />Storage Options <br /> <br />The PSOP was formulated based on evaluations of several potential storage options identified <br />during the storage needs assessment (GEl, 1998). These options include: <br /> <br /> Storage Potential <br /> (at) <br />Re-operation ot the Fry-Ark Project 48.500 <br />Pueblo Reservoir Enlargement 75.000 <br />TUiquoise Lake Enlaigement ........ r-f'\n <br />1:::l,UUU <br />Lake Meredith Enlargement 75,000 <br />Williams Creek Reservoir Enlargement 36.000 <br />Gravel Lakes 13.000 <br /> <br />Re-operation is a non-structural measure that would allow municipal entities having storage <br />allocations in the Fry-Ark Project to store non-Project water in Project storage space. Re- <br />operation (48,500 af) could meet a significant portion of the estimated total storage need of <br />122, I 00 af. Other non-structural measures such as interruptible supply agreements and water <br />banking were studied during PSGP formulation. The remaining 73,600 af of storage space could <br />be met with a Pueblo Reservoir enlargement or a combination of storage at two or more of the <br />sites listed above. <br /> <br />A series of engineering, hydrologic, environmental, and related studies were conducted to <br />evaluate each of the storage options. The hydrologic modeling studies were performed for <br />various combinations of the storage options and were based on meeting the storage objective <br />defined in the storage needs assessment study (173,100 af). <br /> <br />Engineering, environmental, and socio-economic studies were undertaken for each of the storage <br />options, with assessments made about the potential impacts associated with various site <br /> <br />J \PROJECTS\9906I\ReporulJ>rcferrcd SOP Final wpd <br /> <br />III <br /> <br />f:I) GEl Consultants. Inc. <br />