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<br />
<br /> I
<br /> APPENDI~ A (Continued) I
<br /> Peak Flow (Cubi:c Feet per Second) I Stage (Feet) I
<br /> ross Section 10-Year Flood ' 50-Year Flood 100-Year Flood
<br />N mber Location Flow Stage iFlow St'age Flow Stage
<br /> DOLORES RIVEr; (Continued) I
<br /> 98 68.350 6,000 7313.0 9,800 7313.6 12,300 7314.3 I
<br /> 99 69,150 6,000 7319.2 9,800 7319.6 12,300 7319.7
<br /> 100 69.930 6,000 7322,2 9,800 7322,8 12,300 7323.3
<br /> 101 71.025 6,000 7328.8 9,900 7330,5 12,400 7331.5
<br /> 102 72.155 6,000 7337,1 9,900 7338.3 12,400 7338.8 I
<br /> 103 72.940 6,000 7340.7 9,900 7341.7 12,400 7342.4
<br /> 104 74.140 6,000 7348.6 9,900 7349.5 12,300 7349.9
<br /> 105 75.170 6,000 7354.2 9,900 7355.6 12,300 7356.3 I
<br /> 106 76.360 6,000 7360.1 9,900 7360.8 12,300 7361.2
<br /> 107 76,850 3,700 7364.3 6,000 7365.0 7,500 7365.2
<br /> 108 77.240 3,700 7368.0 6,000 7368.9 7,500 7369,5 I
<br /> 109 77.750 3,700 7372,9 6,000 7374,0 7,500 7374,2
<br /> 110 78.500 3,700 7379.3 6,000 7380.5 7,500 7380.7
<br /> 110.1 79,090 3,700 7384.9 6,000 7385.1 7,500 7385.4 I
<br /> 110.2 79.680 3,700 7387.8 6,000 7389.6 7,500 7389.9
<br /> 110.3 80.150 3,700 7391.8 6,000 7392.9 7,500 7393.2
<br /> 110.4 80.550 3,700 7393.8 6,000 7395.2 7,500 7396.1 I
<br /> 110.5 80,940 3,700 7397.3 6,000 7398.8 7,500 7399.6
<br /> 110,6 81.360 3,700 7400.9 6,000 7402.5 7,500 7403.3
<br /> WEST DOLORES RIVER I
<br /> (Drainage Are~ 167 Sq. Mi.)
<br /> 111 0.630 2,300 7365.1 3,800 7366.4 4,800 7366.6 I
<br /> 112 1.085 2,300 7368.7 3,800 7370.6 4,800 7371.3
<br /> 113 1.600 2,300 7371.1 3,800 7371,9 4,800 7372.5
<br /> 114 2.200 2,300 7376.5 3,800 7377,9 4,800 7378.7 I
<br /> 114.1 3,110 2,300 7384.7 3,800 7385.6 4,800 7386.2
<br /> 114.2 3,620 2,300 7388,9 3,800 7390,8 4,800 7391.4
<br /> LOST CANV;ON CREEK I
<br /> (Drainage Area 72 Sq. Mi.)
<br /> ,
<br /> 115 0.450 600 6924,1' 1,700 6924.3' 2,400 6924.4' I
<br /> 116 0,530 600 6924, l' 1,700 6924.3' 2,400 6924.4'
<br /> 117 0.630 600 6924.1' 1,700 6924.3' 2,400 6924.4'
<br /> 118 0.775 600 6924.1' 1,700 6924.3' 2,400 ~924.4' I
<br /> 119 0.905 600 6924,1' 1,700 6924.3' 2,400 6924.4'
<br /> 121 1.065 600 6924.2' 1,700 6924.4' 2,400 6924.5'
<br /> 122 1.135 600 6924.2' 1,700 6924.4' 2,400 6924.5' I
<br /> 123 1.245 600 6924.2' 1,700 6924.4' 2,400 6924.5'
<br /> 124 1.450 600 6924.2' 1,700 6924.4' 2,400 6924,9
<br /> 125 1.595 600 6924.2' 1,700 6924.9 2,400 6925.7
<br /> 10 I
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