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<br />o02sis . <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />CHAPTER II <br /> <br />BASES FOB ANALYSIS <br /> <br />of physical characteristics of the Wlits. The derivation of the annual <br />requirement for each Wlit is shoYIl in the ta'ble on the following page. <br /> <br />~Iater rights <br /> <br />The water of the Colorado River Basin is apportioned between the <br />upper and lower basins by the Colorado River Compact. The compact was <br />drafted in 1922 and beceme binding on all basin States except Arizona in <br />1929, and on Arizona in 1944. The compact (Article IIIa) apportions to <br />each of the upper and lower basins the equivalent of 7,500,000 acre-feet <br />of consumptive use annually and grants (Article IIIb) the further right <br />to the lower basin to increase its use by 1,000,000 acre-feet ~Ulue.lly, <br /> <br />The use of vater apportioned the upper basin is further apportioned <br />to the respective States of the upper basin by the Upper Colorado River <br />Basin Compact, approved by Congress April 6, 1949. Arizona is granted a <br />right to the consumptive use of 50,000 acre-feet of water annually and <br />the remain~ng allotment to the upper basin is apportioned in the follow- <br />ing percentages: Colorado, 51.75 percent; New Mexico, 11.25 percentj <br />Utah, 23 percent; and Wyoming, 14 percent. All uses of water in the <br />upper basin are to be measured in terms of man-made depletions to the <br />virgin flow of the river at Lee Ferry, Ariz., the divi~ing point between <br />the upper and 10*'1' basins. <br /> <br />In addition to apportioning overall use of vater in the States of <br />the upper basin, the Upper Colorado River Basin Compact makes some spe- <br />cific provisions for use of tributary flows. The compact (hrticle XI) <br />apportions the use of Little Sna.l<e River water between the States of <br />Colorado and Hyoming and apportions (Article XIII) the use of Yampa River <br />vater between the States of Colorado and Utah. Plans for Yampa-White <br />project Wlits have been made subject to these provisions. <br /> <br />Existing water ri~hts in the project area have generally been decreed <br />on a basis of 1 second-foot of flow for 50 acres of irrigated land, Some <br />decrees, howe,er, have allowed as much as 1 second-foot of flood-season <br />water for 10 acres of land. As a result rights of existing water users <br />in some units, particularly the Hayden ~jesa, Great Northern, and Yellow <br />Jacket, are in excess of the ideal irrigation requireLlents. Holders of <br />the rights to surplus water now ma.'te excessive diversions in the spring <br />in an attempt to build up the ground-water storaGe for late-season use <br />when stresnflows are inadequ3.te to supply the irrigation nee~. In order <br />for the unit develoPJl'ents to operate as planned and to ~1m~ optimum <br />utilization of the water resources, it would be necessary for the water <br />users in the various units to restrict their use to ideal demand. They <br />are expected to be willing to make such restrictions after construction <br />of the units as the storage regulation provided would permit proper dis- <br />tribution of the water supply thrOugllCUt: the irrigation season and thus <br />reduce the tendency to apply water when not needed simply because it 'WOuld <br /> <br />18 <br />