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Colorado River Division 5 Breckenridge RICD 00CW2810 06/25/2008
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Colorado River Division 5 Breckenridge RICD 00CW2810 06/25/2008
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10/27/2014 3:20:48 PM
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Water Supply Protection
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Breckenridge RICD 00CW28101 Case # 08CW73 (00CW281) Ruling of the Referee and Decree of the Water Court
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
6/25/2008
Author
Porzak Browning & Bushong LLP Glenn E. Porzak (#2793) Katherine A.D. Ryan (#38873)
Title
Breckenridge RICD 00CW28101 Case # 08CW73 (00CW281) Ruling of the Referee and Decree of the Water Court
Water Supply Pro - Doc Type
Court Documents
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Table 6 <br /> Daily Stream Flow of Blue River at the Breckenridge Whitewater Park-2007 <br /> (values in cubic feet per second, cfs) <br /> Day March April May June July August September October <br /> 1 13.0 25.1 91.5 214.4 162.9 46.1 43.3 27.8 <br /> 2 13.1 24.9 93.4 211.0 148.1 51.5 44.0 30.2 <br /> 3 13.3 25.6 98.6 222.3 135.8 86.2 50.5 31.8 <br /> 4 14.2 25.8 91.7 235.7 134.4 106.5 53.6 32.6 <br /> 5 14.2 27.5 98.3 259.0 133.6 102.6 44.2 32.1 <br /> ` <br /> 6 13.9 27.9 _ 86.2 290.2 133.6 94.4 43.1 31.2 <br /> 7 13.8 28.3 76.9 271.5 125.7 97.9 43.3 30.1 <br /> 8 14.5 29.8 72.7 234.0 125.1 97.8 42.7 29.7 <br /> 9 14.5 29.4 _ 70.6 221.9 115.2 81.5 39.0 29.5 <br /> 10 14.5 29.5 71.3 230.0 101.5 _ 68.6 37.6 29.3 <br /> 11 14.5 29.1 76.2 254.7 92.7 61.8 37.6 28.9 <br /> 12 14.6 27.4 93.4 302.8 84.0 57.0 36.0 28.6 <br /> 13 15.2 27.4 119.2 342.7 78.9 58.9 34.3 28.2 <br /> _ <br /> 14 15.8 27.2 130.9 311.0 74.9 58.6 33.6 30.1 <br /> 15 17.1 26.9 137.2 314.8 71.5 59.6 33.6 32.4 <br /> 16 17.1 27.9 170.5 347.7 68.8 82.5 33.6 32.5 <br /> 17 16.7 29.1 216.5 395.7 63.2 120.5 37.8 31.7 <br /> 18 17.9 29.9• 219.3 412.4 63.5 122.2 55.8 31.4 <br /> 19 18.3 31.3 220.7 360.1 71.1 104.2 53.5 30.6 <br /> 20 19.4 32.3 222.5 312.0 74.5 89.9 43.8 30.3 <br /> 21 22.4 33.3 229.2 286.6 85.2 73.4 36.3 31.5 <br /> 22 25.4 34.7 208.4 275.2 89.6 64.6 _ 35.9 30.4 <br /> 23 26.1 36.0 190.2 263.2 77.6 59.2 34.2 __ 27.8 <br /> 24 26.1 38.9 203.3 258.5 66.5 60.9 34.2 27.3 <br /> 25 26.1 40.4 184.7 246.9 61.5 57.2 34.5 28.5 <br /> 26 25.8 39.9 169.9 231.7 60.1 52.1 34.8 29.1 <br /> 27 26.3 • 38.4 178.7 207.8 57.3 49.7 32.7 29.1 <br /> 28 27.3 42.0 210.4 178.9 56.3 47.8 28.5 28.4 <br /> 29 27.5 50.6 248.6 169.2 54.6 44.4 26.5 28.0 <br /> 30 26.0 70.9 258.4 167.7 58.4 43.4 26.2 27.5 <br /> 31 25.8 230.8 56.3 41.4 27.5 <br /> Average 19 32.9 153.9 267.7 89.8 72.3 38.8 29.8 <br /> Maximum 27.5 70.9 258.4 412.4 162.9 122.2 55.8 32.6 <br /> Mimimum 13 24.9 , 70.6 167.7 54.6 41.4 26.2 27.3 <br /> Flow through the Breckenridge Whitewater Park= Blue River at Blue River gage+Gain between this gage and the <br /> Whitewater Park. Gain=0.697 x(Blue River at Highway 9 gage-Blue River at Blue River gage)where 0.697 is the ratio of <br /> the drainage areas. <br /> EXHIBIT <br /> Helton &Williamsen, PC 6/3/2008 Blue River at Whitewater Park <br /> a A <br />
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