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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) (cfs) (feet) (cfs) (feet) (cfs)
<br />104.3 349+20 6655.00 6658.69 6,100 6659.63 8,500 6659.99 9,400 6661,09 12,200
<br />104.6 352+00 6656.00 6662.13 6,100 6662.84 8,500 6663.08 9,400 6664,01 12,200
<br />105 354+70 6660.00 6665,08 6,100 6665.81 8,500 6666.01 9,400 6666.78 12,200
<br />105.3 355+80 6662.00 6667.72 6,100 6668.59 8,500 6668.85 9,400 6669.68 12,200
<br />105.6 357+55 6662.00 6670.86 6,100 6671 .45 8,500 6671 .64 9,400 6672,00 12,200
<br />106 359+40 6663,00 6671,59 6,100 6672,00 8,500 6672.07 9,400 6673.12 12,200
<br />106.05 Bridge Waterman Bridge
<br />106,1 359+60 6663.50 6672.13 6,100 6673.36 8,500 6673,96 9,400 6675.79 12,200
<br />106.5 361+45 6664.50 6672.59 6,100 6674.00 8,500 6674.61 9,400 6676.47 12,200
<br />107 364+05 6667.25 6675.49 6,100 6676.83 8,500 6677.22 9,400 6678.29 12,200
<br />107.5 365+80 6671.25 6680,60 6,100 6681.83 8,500 6682.04 9,400 6682.65 12,200
<br />108 366+90 6675.00 6682.80 6,100 6683.35 8,500 6683,59 9,400 6683.99 12,200
<br />108.3 368+50 6677.00 6684.63 6,100 6685.59 8,500 6685.90 9,400 6685.96 12,200
<br />108.6 370+45 6680.00 6687.86 6,100 6688.69 8,500 6688.99 9,400 6689.78 12,200
<br />109 372+40 6682.00 6690,12 6,100 6691.03 8,500 6691.32 9,400 6692,51 12,200
<br />109.5 375+25 6688.67 6694,35 6,100 6694.97 8,500 6695.16 9,400 6695.77 12,200
<br />110 378+05 6689.00 6696,34 6,100 6697.04 8,500 6697.28 9,400 6697.89 12,200
<br />111 382+45 6697.00 6701 ,94 6,100 6703,06 8,500 6703.42 9,400 6704.48 12,200
<br />112 385+95 6699.00 6705,39 6,100 6706.45 8,500 6706,81 9,400 6707.81 12,200
<br />115 392+20 6709.06 6715.46 6,100 6716,59 8,500 6716,98 9,400 6718,08 12,200
<br />116 Bridge Railroad Bridge
<br />117 392+60 6707.35 6717.42 6,100 6718,84 8,500 6719,30 9,400 6720.60 12,200
<br />118 396+87 6713.35 6720,67 6,100 6721,94 8,500 6722.41 9,400 6723,75 12,200
<br />120 399+75 6715.13 6724.05 6,100 6725,51 8,500 6726.02 9,400 6727,57 12,200
<br />122 403+17 6719.35 6726,06 6,100 6727.18 8,500 6727.59 9,400 6728.86 12,200
<br />123 407+00 6725.06 6731,31 6,100 6732.52 8,500 6732.92 9,400 6734.19 12,200
<br />124 410+87 6727.35 6734.95 6,100 6736.12 8,500 6736,55 9,400 6737.72 12,200
<br />126 416+68 6731.90 6739,30 6,100 6740,81 8,500 6741.35 9,400 6742.87 12,200
<br />128 421+04 6740.20 6747,56 6,100 6748,93 8,500 6749.40 9,400 6750.66 12,200
<br />129 Bridge Wingo Bridge
<br />130 421+99 6745,00 6752.43 6,100 6756.44 8,500 6756.71 9,400 6758,27 12,200
<br />132 428+80 6754.80 6760.49 6,100 6761.37 8,500 6761.68 9,400 6762,53 12,200
<br />134 431+40 6756,20 6762,68 6,100 6763.71 8,500 6764,02 9,400 6764.90 12,200
<br />136 433+72 6760.29 6765,09 6,100 6766.53 8,500 6766,92 9,400 6767.77 12,200
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