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<br />.. <br /> <br />157 . <br /> <br />. <br /> <br />B. West Slope Collection System <br /> <br />The project imports began on May 14 and were still diverting on <br />September 30. The total west slope 'diversion in water year 1984, as <br />measured at Charles H. Boustead Tunnel putlet by the Colorado Division of <br />Water Resources, was 107,630 acre-feet '(see table 2). The April 1 fore- <br />casted import was for 98,780 acre-feet. <br /> <br />The following minimum bypass requirements were used during the 1984 <br />operation: <br /> <br />Diversion Point <br /> <br />Minimum Bypass <br />Requirement <br /> <br />(ft3/s) <br /> <br />12 <br />6 <br />3 <br />o <br />o <br />3 <br />1 <br />1 <br />o <br />2 <br />12 <br />5 <br />4 <br />2 <br />1 <br />o <br /> <br />. <br /> <br />Fryingpan River <br />South Fork <br />Chapman Gulch <br />Sawyer Lake Creek <br />Lily Pad Creek <br />Ivanhoe Creek <br />Middle Cunningham Creek <br />North Cunningham Creek <br />South Cunningham Creek <br />Mormon Creek <br />Hunter Creek <br />Midway Creek <br />No Name Creek <br />Carter Creek <br />North Fork Creek <br />Gran ite Creek <br /> <br />In addition to the mlnlmum bypass requirements at each diversion draining <br />into the Fryingpan River, a minimum flow requirement must be met at the <br />Fryingpan River at Thomasville river gaging station as specified in the <br />oP3rating principles. This minimum req~irement is as foll~ws: April - 100 <br />ft Is, May - 150 ft3/s, Ju~e - 200 ft Is, July - 100 ft Is, August - 75 <br />ft3/s, and September - 70 ft Is or the n~tura1 flow, whichever is less. <br /> <br />. <br /> <br />4 <br />