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<br />i ,-. J. .l!l-" .. .... ~. <br /> <br />n 015 7 2, Alternatives, Including Proposed Action <br /> <br />2-2 <br /> <br />Under existing conditions, water diverted from the Gunnison River through the Tunnel is <br />delivered to the Uncompahgre River through the South Canal and, to a lesser extent, <br />Cedar Creek. The Gunnison River flows combine with Uncompahgre flows and are <br />diverted into seven major canal systems: <br /> <br />. <br /> <br />West <br />Montrose and Delta (M&D) <br />Loutzenhizer <br />Selig <br />Ironstone <br />East <br />Garnet <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />Irrigation supplies are diverted from the South Canal to the AB Lateral and several other <br />smaller laterals. A rural water supply system, called Project 7, also diverts water from the <br />South Canal for storage in Fairview Reservoir. The South Canal is also used to provide <br />irrigation water to the West Canal, which is on the west side of the Uncompahgre River. <br />A general map of the Uncompahgre Valley Reclamation Project area, showing the canals <br />within the project boundaries, is provided in Chapter 1. <br /> <br />The cornerstone of the UVRP is the Tunnel, which is 5.8 miles long and crosses under the <br />hydrologic divide between the Gunnison and Uncompahgre River basins. The Tunnel <br />was designed to have a rectangular section 11 feet (ft) wide and 12 ft high, with an arched <br />roof, though dimensions vary throughout the length of the Tunnel. Its slope is <br />approximately 12 ft per mile. In some sections, the Tunnel is completely lined with <br />reinforced concrete. In others, the floor and walls are lined or only the floor is lined. <br />Where there is no lining, occasional rock outcrops protruding from the walls and ceiling <br />restrict the hydraulic capacity. The maximum capacity of the Tunnel is estimated to be <br />1,135 cubic feet per second (cfs). An ongoing maintenance program for the UVRP <br />facilities includes annual inspection and repair of the Tunnel as necessary. <br /> <br />Flows in the Uncompahgre River have been stabilized by operation of the Ridgway Dam <br />on the Uncompahgre River, part of Reclamation's Dallas Creek project, completed in <br />1988. This stabilizing effect is expected to continue in the future. <br /> <br />Under the No Action alternative, individuals or corporations other than the Uncompahgre <br />Valley Water Users Association (UVWUA) may attempt to proceed with developments <br />similar to the AB Lateral project. Approval would have to be granted by Reclamation <br />and UVWUA, subject to provisions of the Act of June 22,1938 (Public Law 75-698, Stat. <br />941). <br /> <br />AB Laterai Hydropower Project <br /> <br />July 2000 <br /> <br />. ~ <br /> <br />. - ~ <br /> <br />_A~."., <br /> <br />,_::,,:-,!i,j <br />,:.b, ~= _.._ <br />