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<br />!li"~ ""'1 <br />'J .' _.' , ,_, 'J <br /> <br />,. <br /> <br />SUMMARY <br /> <br />Water for the powerplant would be diverted from the Gunnison <br />River using a priority system for allocating flows for needs <br />including irrigation, instream flow, and power production. <br />Senior irrigation demands and instream flow agreements would be <br />given priority over hydropower needs, Mean annual diversions <br />from the Gunnison River would be 691,013 acre-feet, A minimum <br />instream flow level of 300 ft3/s would be met in the Gunnison <br />River, except in dry years when water is needed to satisfy senior <br />irrigation rights, as in existing operations. <br /> <br />Environmental commitments under alternative B include protection <br />of instream flows and irrigation supplies, acquisition and <br />development of lands for wetland replacement, acquisition of <br />lands to preserve an endangered plant species, development of <br />deer escapes in ,the enlarged AB Lateral, protection and <br />monitoring of riverbanks along the Uncompahgre River downstream <br />from the pOwerplant, monitoring of the endangered bald eagle, and <br />restoration of areas disturbed during construction. <br /> <br />ALTERNATIVE C <br /> <br />Alternative C, like alternative B, would divert water from the <br />South Canal and AB Lateral into a penstock that would convey <br />water to the powerplant near Montrose, To increase water <br />supplies fo'r hydropower production, alternative C includes <br />enlarging the Tunnel from its present capacity of 1,135 ft3/s to <br />1,300 ft3/s. However, the penstock and turbine capacity would <br />still be limited to 1,135 fe/so Mean annual diversions from the <br />Gunnison River would be 726,896 acre-feet, Other features and <br />operational and environmental considerations are similar to <br />alternative B. <br /> <br />ALTERNATIVE E <br /> <br />The physical features of alternative E are similar to <br />alternative'B. The penstock and powerplant would be designed to <br />a maximum Capacity of 9'50 ft3/s, rather than 1,135 ft3/s, The <br />penstock and enlarged AB Lateral would be scaled down from <br />alternative B. The plan would include the bypass of flushing <br />flows in the Gunnison River to reduce siltation, and it would <br />deliver additional water'to the uncompahgre River upstream from <br />Montrose du~ing the summer. Mean annual diversions from the <br />Gunnison River would be 661,090 acre-feet. Other features and <br />operational and environmental considerations are similar to <br />alternativeB. Alternative E is Reclamation's recommended plan. <br /> <br />S - 6 <br /> <br />- ~ <br />t <br />" <br />'I <br /> <br />~ <br />"I <br />, <br />;1 <br />,~ <br />fi <br />.@, <br />~ <br />, <br /> <br />& <br />i <br />, .:! <br />,~ <br />, <br />;"1 <br />:1 <br />;; <br />j <br />j <br />1 <br />:j <br />1 <br />, <br />, <br />j <br />., <br />~ <br />-1 <br /> <br />.; <br /> <br /><"':1 <br /> <br />.f <br />i <br />1 <br /> <br />'- <br />::_~, <br /> <br />) <br /> <br />1: ~ <br /> <br />, <br />,! <br /> <br />.,:\ <br /> <br />