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<br />Water and Storage Needs Assessment <br />SECWCD/Assessment Enterprise <br />December 10, 1998 <br /> <br />TABLE OF CONTENTS (continued) <br /> <br />Page <br /> <br />6.1.2 Deficits in the M&I Sector--Base Demand Forecast. . . . . . . . . . . . . . . 6-10 <br />6.2 Fry-Ark Supplies for Municipal Use. . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . 6-15 <br />6.3 Distribution of Deficits in the Municipal Sector by Month. . . . . . . . . . . . . . . . 6-16 <br />6.4 Agricultural Water Deficits. . . . . . .. . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . 6-16 <br />6.5 Need for Additional Water Storage. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-18 <br />6.5.1 Initial Storage Needs Identified by District Entities ............... 6-19 <br />6.5.2 Rationale for Detemrination of Storage Need for District Entities. . . . 6-21 <br /> <br />7. FRYINGPAN-ARKANSAS PROJECT SUPPLIES.......................... 7-1 <br />7.1 Project Description ...............................................7-1 <br />7.1.1 Authorization of the Project ..................................7-1 <br />7.1.2 Description of Project Facilities. ...............................7-1 <br />7.1.3 Legal Status. . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 7-5 <br />7.1.4 Fryingpan-Arkansas Project Operating Principles. . . . . . . . .. . . . . . . . . 7-6 <br />7.1.5 District's Current Allocation Principles, Water Allocation <br />Policies, and Process ................................. 7-8 <br />7.1.6 Use and Reuse of Project Water. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 7-9 <br />7.1.7 WinterWaterStorageProgram ...............................7-10 <br />7.2 Reoperation Potentials and Constraints. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-11 <br />7.2.1 Proposal by Colorado Springs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-12 <br />7.2.2 Bureau of Reclamation Reoperation Studies. . : . . . . . . . . . . . . . . . . . . 7-14 <br />7.2.3 ProjectWater in Non-Project Space ............................7-18 <br />,-~:V__]otential to Maximize West Slope Imports. . . . . . . .. . . . . . . . . . . . '--'-'--'--' ,....., ]-18 <br /> <br />8. FORMULATION AND EVALUATION OF WATER SUPPLY <br />AND STORAGE ALTERNATIVES. . . .. . . . . . . .. . . . . . . . . . . . . . . . 8-1 <br />8.1 Overview and Storage Alternatives . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . 8-1 <br />8.2 Description of Alternatives ......................................... 8-7 <br />8.2.1 John Martin Reservoir ....................................... 8-7 <br />8.2.2 Lake Meredith ............................................. 8-8 <br /> <br />8.2.3 Lake Henry. . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . , . . . . . . . . . . . . . . 8-9 <br />8.2.4 Horse Creek Reservoir. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-9 <br />8.2.5 Adobe Creek Reservoir ...................................... 8-9 <br />8.2.6 Cheraw Lake .............................................. 8-9 <br />8.2.7 Holbrook Reservoir ........................................ 8-10 <br />8.2.8 Williams Creek Reservoir ................................... 8-10 <br />8.2.9 Pueblo Reservoir ..................;....................... 8-11 <br /> <br />!In GEl Consultanrs, Inc. <br /> <br />-xii- <br /> <br />97411\FinaU\TEXT-A.WPD <br />