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Feasibility Evaluation of the Arkansas Valley Pipeline <br />Water Works! Committee <br />June 2003 <br />List of Tables <br />Table 3.1 Selected Data From Survey <br />Table 3.2 Population Forecasts <br />Table 3.3 Summary of Water Demand Estimates <br />Table 3.4 Summary of Water Rights and Ditch/Canal Company Shares <br />Table 3.5 Allocations of Fryingpan-Arkansas Project Water (1972 - 2001) <br />Table 3.6 Average Concentrations from USGS Water Quality Data, 1990-2000 <br />Table 3.7 Opinions of Probable Cost for Capital and Operations and Maintenance Costs for <br />Water Treatment Alternatives <br />Table 3.8 Preliminary Arkansas Valley Pipeline Sizing <br />Table 3.9 Arkansas Valley Pipeline -Preliminary Construction Cost Estimate Adapted <br />Alignment <br />Table 3.10 Opinion Of Probable Cost For The "No Action" Alternative <br />Table 4.1 Measures of Local Government Borrowing Capacity in the Study Area <br />Table 4.2 Colorado Federal Funding Sources <br />Table 4.3 Federal Funding Sources <br />List of Figures <br />Figure 3.1 Central Treatment Plant to Meet All Demand <br />Figure 3.2 Supplemental Treated Water <br />Figure 3.3 Supplemental Raw Water <br />Figure 3.4 No Action Alternative <br />Figure 3.5 Alignments Through City of Pueblo <br />Figure 3.6 Bessemer Ditch Typical Sections <br />Figure 3.7 Southern Highway 50 Alignment -Suitability Base <br />Figure 3.8 Southern Highway 50 Alignment -Topo Base <br />Figure 3.9 Southern Spur Alignment -Suitability Base <br />Figure 3.10 Southern Spur Alignment -Topo Base <br />Figure 3.11 Northern Spur Alignment -Suitability Base <br />Figure 3.12 Northern Spur Alignment -Topo Base <br />Figure 3.13 Adapted Alignment -Suitability Base <br />Figure 3.14 Adapted Alignment -Topo Base <br />Figure 3.15 Bessemer Ditch and Adapted Alignment -Head Graph <br />Figure 3.16 Bessemer Ditch and Adapted Alignment -Profile <br />GEI Consultants, Inc. 01284 03-06-30 Feasibility Evaluation Final <br />