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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Feasibility Report for Improvement of Paonia's Water Supply System <br />Town of Paonia <br />April :H, 2000 <br /> <br />TABLE OF CONTENTS <br />(Continued) <br /> <br />LIST OF TABLES <br /> <br />Page <br /> <br />Table 3.1 <br />Table 4.1 <br />Table 4.2 <br />Table 4.3 <br />Table 4.4 <br />Table 7.1 <br />Table 7.2 <br />Table 7.3 <br />Table 7.4 <br />Table 7.5 <br />Table 7.6 <br />Table 7.7 <br />Table 10.1 <br />Table 10.2 <br /> <br />Summary ofPaonia's Raw Water System Physical Assets ............. 3-2 <br />Average 1999 Paonia Per Capita Water Demands. . . . . . . . . . . . . . . . . . . . 4-3 <br />Projected Annual Metered Water Demands (Millions of Gallons) ....... 4-6 <br />Projected Monthly Metered Water Demands (Millions of Gallons) ...... 4-7 <br />Projected Monthly Treated Water Production (MillionsofGallons) . . . . . . 4-8 <br />Cost Estimate for Todd Reservoir Modifications. . . . . . . . . . . . . . . . . . . . . 7-7 <br />Cost Estimate to Enlarge Lone Cabin Reservoir by 1,705 Acre-feet. . . . . . 7-8 <br />Cost Estimate to Enlarge Lone Cabin Reservoir by 1,000 Acre-feet . . . . .. 7-9 <br />Cost Estimate for Stage 1 Lone Cabin Reservoir Enlargement ......... 7-11 <br />Cost Estimate for Stage 2 Lone Cabin Reservoir Enlargement ......... 7-12 <br />Cost Estimate for Stephens Spring Dam Site. . . . . . . . . . . . . . . . . . . . . . . 7-14 <br />Primary Alternative Comparison ................................ 7-15 <br />Financial Plan for Todd Reservoir Lining ......................... 10-3 <br />Financial Plan for Lone Cabin 1,000 Acre-foot Enlargement .......... 10-4 <br /> <br />LIST OF FIGURES <br /> <br />Figure 3.1 <br />Figure 4.1 <br />Figure 4.2 <br />Figure 4.3 <br /> <br />Figure 4.4 <br /> <br />Figure 4.5 <br />Figure 5.1 <br />Figure 5.2 <br />Figure 5.3 <br />Figure 5.4 <br />Figure 5.5 <br />Figure 5.6 <br />Figure 6.1 <br />Figure 6.2 <br /> <br />Following Page <br /> <br />Location and Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 <br />Paonia Water Service Area Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 <br />Paonia Water System Monthly Metered Demand 1998-1999 ........... 4-1 <br />Historical Comparison of Paonia and Delta County Population <br /> <br />Growth. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3 <br /> <br />Historical Comparison of Paonia Population and Local <br />County Coal Mining Employment .......................... 4-4 <br />Alternative Paonia Water Service Population Projection Scenarios ...... 4-6 <br />Plan ofPaonia's Raw Water Collection System. . . . . . . . . . . . . . . . . . . . . . 5-1 <br />Schematic ofPaonia's Raw Water Collection System. . . . . . . . . . . . . . . . . 5-1 <br />Lower Treatment Plant Daily Inflow versus Treated Outflow . . . . . . . . . . . 5-2 <br />Upper Treatment Plant Daily Inflow versus Treated Outflow . . . . . . . . . . . 5-2 <br />Correlation of Stream Flow versus Treatment Plant Inflow. . . . . . . . . . . . . 5-3 <br />Predicted Dry, Wet, and Average Year Inflows. . . . . . . . . . . . . . . . . . . . . . 5-3 <br />Monthly Firm Yield versus 2020/2021 Water Demand Projections ...... 6-l <br />Monthly Firm Yield versus 2030/2031 Water Demand Projections ...... 6-1 <br /> <br />J: IPROJECTSl993 68lReportslFeasibility. wpd <br /> <br />-v- <br /> <br />~ GEl Consultants, Inc. <br />