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<br />" <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />'."', ':' " rj), <br />...j ,) ,,,"- ~ ,) - <br /> <br />Mr. Porzak <br />December 22, 2003 <br />Page 4 <br /> <br />Average Streamflow Calculations <br />(values in cfs) <br /> <br /> Available Flow <br /> Yampa River in Excess of <br />Time Boating Park Yampa River Fish Creek and Fish Claimed <br /> . <br />Interval Claimed Flow Gaged Flow Gaged Flow Creek Sum Amount <br />411 5 - 4/30 500 733 47 780 280 <br />5/01 - 5/15 800 1,228 120 1,348 548 <br />5/16 - 5/31 1,200 2,073 303 2,376 1,176 <br />6/01 - 6115 . 1,700 2,057 385 2,442 742 <br />6/16 - 6/30 800 1,317 297 1,614 814 <br />7/01 - 711 5 300 531 126 657 357 <br />7/1 6 - 7/31 120 274 35 308 188 <br />8/01 - 8/31 120 160 9 169 49 <br />9/01 - 9/30 120 134 11 145 25 <br />10/01 - 10/31 120 146 10 157 37 <br />Average 471 699 105 804 333 <br /> <br />Average Streamflow Calculations <br />(values in acre-feet) <br /> <br /> Claimed Flow . Available Flow <br /> Met by Yampa River in Excess of <br /> Time Available Yampa River Fish Creek and Fish Claimed <br /> Interval . Flow Gaged Flow Gaged Flow Creek Sum Amount <br /> 411 5 - 4/30 9,193 23,255 1,505 24,760 15,566 <br /> 5/01 - 5f15 14,045 36,532 3,562 40,094 26,048 <br /> 5116 - 5/31 23,144 65,794 9,619 75,413 52,269 <br />I 6/01 - 6/15 27,832 61,194 11,463 72,657 44,825 <br /> 6116 - 6/30 11,886 39,177 8,849 48,026 36,141 <br /> 7/01 - 7115 4,487 15,804 3,737 19,541 15,054 <br /> 711 6 - 7 f31 2,255 8,685 1,099 9,784 7,529 <br /> 8/01 - 8/31 4,076 9,851 557 10,408 6,332 <br /> 9/01 - 9/30 3,843 7,959 645 8,604 4,761 <br /> 10/01 - 10f31 4,100 9,000 625 9,625 5,525 <br /> Totals 104,862 277 ,251 41,662 318,913 214.051 <br /> <br />Results and Conclusions <br /> <br />During the period of April 15 through October 31, there has been sufficient river <br />flow at the Boating Park to meet or exceed the target flows for an average of 129 days <br />per year, which is equivalent to 64 percent of the 200-day operational period. <br />conclude that there is sufficient streamflow during each month of the operational period <br />to support the flow rate amounts in the water right application. <br />