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<br />TABLE 3
<br />FLOOD FREQUENCY - ELEVATION AND DISCHARGE DATA
<br />ROARING FORK RIVER, EAGLE & PITKIN COUNTIES, COLORADO
<br />
<br /> 10-Year Flood 50-Year Flood 100-Year Flood SOO-Year Flood
<br />Reference Stationing Reference Streambed Water Surface Peak Water Surface Peak Water Surface Peak Water Surface Peak
<br />Section from County Line Location Elevation Elevation Discharge Elevation Discharge Elevation Discharge Elevation Discharge
<br />Number (feet) (feet) (feet) (cfs) (feet) Icfs) Ifeet) Icfs) (feet) (cfs)
<br />10 0+00 Garfield/Eagle Co, Line 6368,11 6373,68 7,300 6374.38 9,800 6374.53 10,800 6374,99 14,700
<br />12 7+70 6370,98 6379.64 7,300 6380.34 9,800 6380.43 10,800 6380,73 14,700
<br />14 26+63 6386.71 6393,36 7,300 6393,90 9,800 6394.27 10,800 6395,28 14,700
<br />16 43+39 6405,30 6409,67 7,300 6410.31 9,800 6410.40 10,800 6410,89 14,700
<br />18 63+56 6412,69 6422.93 7,300 6423.24 9,800 6423,33 10,800 6423,93 14,700
<br />20 76+37 6420,98 6429.47 7,300 6431,23 9,800 6431,38 10,800 6431.97 14,700
<br />22 86+45 6426,69 6435.49 7,300 6435.47 9,800 6435,73 10,800 6436.53 14,700
<br />24 98+87 6439.90 6445,89 7,300 6446.90 9,800 6447.35 10,800 6449.43 14,700
<br />26 109+02 6447.35 6455.51 7,300 6456.42 9,800 6456.73 10,800 6457,61 14,700
<br />27.1 116+91 6452.61 6459.82 7,300 6460.62 9,800 6460.88 10,800 6461.82 14,700
<br />29.1 123+24 6459,12 6464.36 7,300 6465.50 9,800 6465,86 10,800 6467.00 14,700
<br />30 128+84 6462.20 6469,79 7,300 6470.45 9,800 6470.68 10,800 6471.50 14,700
<br />32,1 134+00 6465.05 6472.85 7,300 6473.85 9,800 6474.20 10,800 6475,36 14,700
<br />33 136+05 6465.37 6473.80 7,300 6474.71 9,800 6475.02 10,800 6476.14 14,700
<br />34 Hook's Bridge
<br />35 136+55 6462,67 6475,82 7,300 6477.49 9,800 6478,09 10,800 6480.04 14,700
<br />36.1 138+10 6468,83 6476,08 7,300 6477,80 9,800 6478.44 10,800 6480,57 14,700
<br />37.1 141+40 6469,53 6477.43 7,300 6478.78 9,800 6479.35 10,800 6481,51 14,700
<br />38,1 143+96 6471.48 6479.48 7,300 6480,36 9,800 6480.79 10,800 6482,12 14,700
<br />39,1 147+61 6473,80 6482,08 7,300 6483,11 9,800 6483.43 10,800 6484.46 14,700
<br />39,2 151+98 6478.44 6483,65 7,300 6484,42 9,800 6484.69 10,800 6485,87 14,700
<br />39,3 155+58 6479.87 6486,81 7,300 6487.26 9,800 6487.44 10,800 6487.77 14,700
<br />41,1 159+63 6482,94 6488,73 7,300 6489,56 9,800 6489.86 10,800 6490.76 14,700
<br />42.1 164+88 6484,22 6492.04 7,300 6492.89 9,800 6493,19 10,800 6494.09 14,700
<br />43,1 173+ 11 6489,52 6496.52 7,300 6497,51 9,800 6497,94 10,800 6499.46 14,700
<br />46.1 180+46 6493,92 6501,92 7,300 6503.19 9,800 6503,62 10,800 6505,21 14,700
<br />46,6 187+26 6499,61 6507.45 7,300 6508.41 9,800 6508,76 10,800 6509,92 14,700
<br />47 189+69 6502,20 6510.03 7,300 6511,10 9,800 6511.49 10,800 6512,95 14,700
<br />48 Lower Basalt Bypass Bridge
<br />49 190+74 6504,81 6512,08 7,300 6513.36 9,800 6513.87 10,800 6515,59 14,700
<br />50,1 194+61 6505,68 6513,69 7,300 6514.88 9,800 6515.33 10,800 6516,93 14,700
<br />52 204+21 6510,13 6519,11 7,100 6520.12 9,400 6520.50 10,400 6521.92 14,300
<br />54 212+75 6519,35 6527,34 7,100 6528,30 9,400 6528,75 1 0,400 6530,30 14,300
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