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<br />I <br />I <br />I <br /> <br />3. The following portion of each service area will be providing <br />usable return flows. Return flows from the remaining part of the <br />lands will flow out of the project area. <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />Upper Iron Creek 100 % <br />Crystal Valley 25 % <br />Lower Iron Creek 25 % <br />Upper Fruitland Mesa <br />Lower Fruitland Mesa 10 % <br /> <br />I <br /> <br />4. Return flow from the Upper Iron Creek will be used as inflow <br /> <br /> <br />to the Gould Reservoir. The return flows from the remaining <br /> <br /> <br />three areas will be used as inflows into the same respective <br /> <br />areas. <br /> <br />I <br />I <br /> <br />C. Lake Evaporation <br /> <br />The following values of loss due to evaporation from the Gould <br /> <br /> <br />Reservoir were used in the project operation study. <br /> <br />I <br /> <br />I <br /> <br />Month <br />Evaporation Loss (ft) <br /> <br />April <br />.18 <br /> <br />May June <br />.29 .42 <br /> <br />July <br />.39 <br /> <br />August <br />.30 <br /> <br />September <br />.21 <br /> <br />I <br />I <br />I <br /> <br />D. Water Yield <br /> <br />Based on the available data for the water years 1961 through 1965, <br />the status of annual water yields in the Crystal Creek at the point of <br />diversion to the project area is as follows: <br /> <br />I <br /> <br />Average Annual Water Yield 25,000 acre feet <br />Annual Water Yield Normal Year 24,900 acre feet <br />Annual Water Yield Exceeded <br />Two out of 10 Years 33,900 acre feet <br />Annual Water Yield Exceeded <br />Eight out of 10 Years 16,700 acre feet <br /> <br />I <br />I <br />I <br /> <br />II-3 <br />