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<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 />Dotsero gage and one-hal f would be appl ied above the Cameo gage. The <br />incremental increase would be considered 100 percent consumptive use and <br />would be distributed over a 12-month period. This would permit eva- <br />1 uati on of the impacts assoc iated with maximum stress on the reservoir <br />and the downstream river system. <br />Under this alternative increased upstream exchange will not be eva- <br />luated, as such an evaluation would require identification of a specific <br />quantity and point of diversion. Assessment of impacts associated with <br />increased upstream exchange may require a separate environmental <br />assessment on a case-by-case basis. <br />Water Depletion <br />Table 3 shows the predicted water depletion due to the Green <br />Mountain Water Sales Project at the Cameo and Stateline gages. The <br />table compares Alternatives 2 and 4 for a wet year (1970), an average <br />year (1972) and two dry years (1977 and 1978). Depletions are relati- <br />vel y simil ar each year, with highest depl etions generally occurring in <br />the wet (1970) and driest (1978) years. Maximum depletions (132 cfs) <br />occurred in July of 1978. Littl e difference is noted between the two <br />gages, indicating little withdrawal by the Clifton Water District and <br />City of Grand Junction, the only water requestors below the Cameo gage <br />(Tabl e 2). Al so, 1 ittl e difference between Alternatives 2 and 4 or <br />water sales of 22,800 and 28,800, are apparent. <br /> <br />- 17 - <br />