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<br />... .,." <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 />I <br />I <br />I <br />I <br />I <br />I <br /> <br />0009% <br /> <br />PROJECT NO.2 - TABLE A-4 <br /> <br />e . <br /> <br />Reservoir Surface ~ <br /> <br />There is no reservoir directly associated with the proposed <br /> <br />faci 1 ity. <br /> <br />The project is located at a canal drop on an <br /> <br />existing irrigation canal. <br /> <br />f. <br /> <br />Hvdraulic Caoacitv Q[ Plant ~ Av~ilablp ElQli <br />The hydraulic capacity of the proposed turbine is appro xi- <br /> <br />mately <br /> <br />953 <br /> <br />cfs. <br /> <br />Table A-1 gives the average historic <br /> <br />flows diverted from the Gunnison River through the Gunnison <br />Tunnel and into the South Canal. Plates A-2 through A-13 <br /> <br />show the total available monthly flow on the Gunnison River <br /> <br />downstream of the Gunnison Tunnel diversion. The protected <br /> <br />flow downstream of the diversion is 200 cfs. This data <br /> <br />indicates that sufficient flow is available subject to the <br /> <br />existing water rights to allow diversion of approximately <br />924 cfs from the Gunnison River into the South Canal on a <br /> <br />year-around basis. During the irrigation season a portion of <br /> <br />these flows will be lost due to diversions from the canal <br /> <br />upstream of the powerhouse for irrigation. <br /> <br />These losses <br /> <br />have been accounted for in the production estimates. <br /> <br />g. <br /> <br />Sizes. CaDacities ~ Construction Materials <br /> <br />Reference previous descriptions and drawings in Exhibit A. <br /> <br />A-14 <br />