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COLORADO RIVER COMPACT WATER DEVELOPMENT PROJECTION <br /> Novem ber 2,1995 FINAL REPORT <br /> TABLE 4 <br />Recommended Alternative (VI): Range of flows with full compact development between 3.079 maf and 3.855 maf. 50 % of remaining compact entitlement to reach 3.079 maf is allocated to each <br /> basin in order <br />to reach 3.855 maf. The "Colorado River Future Depletion Schedule" is used as a check for how full compact development might be reached. <br />(A) (B) (C) (D) (E) (F) (G) (H) (I) (]) (K) (L) (M) <br />Basin \ Subbasin Average Percent Present Day Lower Limit Upper Limit Lower Limit Upper Limit Upper Limit Lower Limit lnstream Flow Paragraph 3 Paragraph 4 <br /> Annual Total Max. Annual for Future for Future for Total for Total Instream Flow Instream Flow Appropriation <br /> Natural Natural Consumption Development Development Consumption Consumption Appropriation Appropriation <br /> Flow Flow Adjusted <br /> (a~ (%) (a~ (a~ (a~ (a~ (a~ (a~ (~ (a~ (tom (a~ <br /> (Note 2) (450,425*col. C) (B - D) (D + E) (D+F) (B-G) (B-H) (I) (1) ([-L) <br /> (Note 1) (Note 3) (Note 6) <br />GREEN RIVER BASIN <br />LITTLE SNAKE RIVER (Note 4) 220,400 2.04% 15,41)0 9,194 205,000 24,594 220,400 195,806 0 195,806 0 195,806 <br />YAMPARIVER 1,241,100 11.49% 112,800 51,772 225,213 164,572 338,013 1,076,528 903,088 1,076,528 903,088 173,441 <br />WHTI'ERIVER 573,400 5.31% 62,800 23,919 225,213 86,719 288,013 486,681 285,388 486,68( 285,388 201,294 <br />GREEN RIVER SUBTOTAL 2,034,900 18.85% 191,000 84,886 655,425 275,885 846,425 1,759,015 !,188,475 1,759,015 1,188,475 570,540 <br />COLORADO RIVER BASIN <br />MAIN STEM 3,602,400 33.36% 1,261,500 150,274 225,213 1,503,500 1,503,500 2,098,900 2,098,917[1 2,098,900 2,098,900 0 <br />GUNNISON RIVER 2,378,700 22.03% 497,600 99,227 225,213 596,827 722,813 1,781,873 1,655,888 1,781,873 1,655,888 125,986 <br />DOLORES RIVER 843,500 7.81% 76,000 35,187 225,213 124,000 303,213 719,500 540,288 719,500 540,288 179,213 <br />COLORADO RLVER SUBTOTAL 6,81.4,600 63.1.0% 1,837,100 284,688 675,638 2,224,327 2,529,525 4,600,273 4,295,075 4,600,273 4,295,075 305,198 <br />SAN JUAN RIVER BASIN (Note 5) 1,938,200 17.95% 259,600 80,852 225,213 350,600 484,813 1,587,600 1,453,388 1,587,600 1,453,388 134,213 <br />State Subtotal 10,797,700 100% 2,287,700 450,425 1,556,275 2,850,812 3,860,763 7,946,888 6,936,938 7,946,888 6,936,938 1,009,951 <br />CRSP EVAPORATION 341,000 341,000 341,000 <br />STATE TOTAL 10797700 100.00% 2628700 450,425 1,556,275 3,191,812 4,201,763 7,946,888 6,936,938 7,946,888 6,936,938 1,009,951 <br />Note 1 - Value is lesser of 50% of 450,425 (225,213) or Annual Nalural Flow (B) minus Annual Consumption (D). See detailed explanation of column (F) on following page. <br />Note 2 -Maximum Annual Consumption Adjusted is the maximum consumption reported by USBR in their Consumptive Uses and Losses Report 1981-85 and then <br />adjusted to account for maximum transmountain diversions (1978) and more detailed information concerning M&I uses as reported by the USGS for 1985. <br />Note 3 -Value in column G reflects the maximum adjusted depletions in each basin to date, plus the full utilization of projects already in-place as defined in <br />"Colorado's Future Depletion Projections ." Values for the Mainstem, Dolores and San Juan are greater than (D) plus (E) as a result, however, the values were never allowed to be less <br /> than the sum of (D) and (E). <br />State Total of (D) plus (E) equals 3.079 maf. See detailed explanation of column (G) on following page. <br />Note 4 -The Little Snake natural flow of 220,400 acre-feet is only 47% of the total flow or only that portion of U:e flow originating in Colorado. <br />Note 5 -The San Juan natural flow of 1,938,200 acre-feet is 88.18 % of the total flow or only that portion of the flow originating in Colorado. <br />Note 6 -Value in Column (H) must always be greater than value in Column (G), however, it may not exceed value in Column (B), If not greaser than Column (G), value in Column (H) was set <br /> equal to value <br />in Column (G). <br />