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<br />I <br /> <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 />3.0 EVALUATION OF OPERATIONAL FACTORS (TASK 2) <br /> <br />In Phase I, estimates of the magnitude of water supply surplus or deficit <br />conditions were based on hydrologic factors and water rights constraints. <br />The first task in Phase II was to assess the impact on total system yield <br />(for the Design Conditions) of the following: <br /> <br />1. Transmission capacity of the Dille Tunnel. <br /> <br />2. Transmission capacity of the Charles Hansen Feeder Canal. <br /> <br />3. Operation of CBT storage and conveyance facilities relative to <br />yields from the CBT and Yindy Gap Projects. <br /> <br />CDM met with staff from the NCYCD and the Bureau of Reclamation (BUREC) to <br />discuss past and future operational rules and policies for the CBT and <br />Yindy Gap systems. The information and guidance obtained from the staffs <br />of these agencies was incorporated into the Phase II analyses. <br /> <br />3.1 DELIVERY OF YATER TO THE CITY'S SYSTEM <br /> <br />Figure 3-1 illustrates the various components of the City's raw water <br />supply system. Both the CBT and Yindy Gap projects derive their supply <br />from streams in the Upper Colorado River basin. Diversions from these <br />projects are transferred to the East Slope of the Rocky Mountains through <br />the Alva B. Adams Tunnel and delivered into Lake Estes. CBT and Yindy Gap <br />water may be delivered from Lake Estes to the City's Chasteen Grove <br />Treatment Plant through any of the following routes: <br /> <br />I <br />I <br />I <br />I <br /> <br />a. Release to the Big Thompson River for diversion through the <br />Loveland Pipeline. <br /> <br />b. Release through Olympus Tunnel to the Charles Hansen Feeder Canal <br />(CHFC), then through the Big Thompson Power Plant (BTPP), then to <br />the Big Thompson River for diversion through the Loveland Pipeline. <br /> <br />3-1 <br /> <br />I <br />