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<br /> <br />18 <br /> <br /> <br />0991 <br /> <br />. <br /> <br />CFSI Steel Corporation stores native inflow in the winter months up <br />to 17,400 acre-feet under that corporation's 1902 storage right. Re- <br />leases of CFSI water were assumed to be the same as those occurring <br />in 1972. <br /> <br />Fryingpan-Arkansas project imports are based on a probability study, <br />exhibit 2. Those imports are estimated to be as follows: reasonable <br />minimum, 18,000 acre-feet; most probable, 34,000 acre-feet, and reason- <br />able maximum, 52,000 acre-feet. <br /> <br />. <br /> <br />Water for the inactive pool in Pueblo Reservoir, 30,000 acre-feet, is <br />required in November 1973, At a transmission loss charge of 0.07 per- <br />cent per mile, the additional release required to cover transport loss <br />in the 150 miles between Turquoise Lake and Pueblo Reservoir is 3,150 <br />acre-feet. This and the 8,942-acre-foot inactive pool in Turquoise <br />Lake means that a project ownership of a little over 42,000 acre-feet <br />is required in November 1973. In the 1973 plan, 42,800 acre-feet <br />was considered to be the project ownership at the end of the water <br />year, September 30, 1973. To assure this amount, the amount of water <br />considered delivered to the Southeastern Colorado Water Conservancy <br />District is none under reasonable minimum inflow conditions, 16,000 <br />acre-feet under most probable inflow conditions, and 34,000 acre-feet <br />under reasonable maximum inflow conditions. There was 4,QOO acre-feet <br />remaining credited to project ownership from the 1972 slae of water <br />which was assumed delivered in Ootober, November, and December of the <br />1973 water year. The volume available for sale in 1973, if any, will <br />be determined at a later date, <br /> <br />Table 4 is a tabulation of the water year 1973 proposed operation of <br />Turquoise Lake, and exhibit 7 is a graph of this operation. <br /> <br />Western Slope Collection System <br /> <br />There are four major diversion points complete on the western slope: <br />Sawyer Creek, Chapman GUlch, South Fork of the Fryingpan River, and <br />Fryingpan River and Marten Creek. Chapman Guloh includes diversion <br />from Sawyer Creek. Transmountain diversions at thesp ?ints will be <br />regulated to the end that no diversions will be made Which will reduce <br />remaining aggregate streamflows to less than those minimum standards <br />contained in the Fryingpan-Arkansas Project Operating Principles. For <br />planning purposes, data from our collection system yield and sizing <br />studies were used to determine the diversions in 1973, Use of these <br />data gave satisfactory results in the 1972 season. It is intended that, <br />throughout the year, all water that is physically available above the <br />minimum fish bypass requirements will be diverted. <br /> <br /> <br />. <br />