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<br />TABLE 3
<br />FLOOD FREQUENCY ELEVATION AND DISCHARGE DATA
<br />COLORADO AND EAGLE RIVERS. EAGLE COUNTY, COLORADO
<br />
<br />Flood
<br />Peak
<br />
<br />Discharge
<br />( cfs )
<br />I"'\r- rn"
<br />LO,OUU
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />25,500
<br />
<br />SOO-Year
<br />Water Surface
<br />Elevation
<br />(feet)
<br />,...~ A^ ,......
<br />01 '+U.O I
<br />6140.86
<br />
<br />6141.11
<br />6141.23
<br />6141.32
<br />6141.41
<br />6141.74
<br />6141.92
<br />6142.18
<br />6142.83
<br />6143.80
<br />6144.24
<br />6145.37
<br />
<br />Flood
<br />Peak
<br />
<br />Discharge
<br />(cfs)
<br />nn "'^^
<br />Lv,OUU
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />23,600
<br />
<br />100-Year
<br />Water Surface
<br />Elevation
<br />(feet)
<br />
<br />,.....,....n n..
<br />o Iv~.~'+
<br />6140.23
<br />6140.51
<br />6140.65
<br />6140.74
<br />6140.84
<br />6141.22
<br />6141 .42
<br />6141.74
<br />6142.38
<br />6143.38
<br />6143.84
<br />6144.91
<br />
<br />Flood
<br />Peak
<br />
<br />Discharge
<br />(cfs)
<br />1"'\" '--',,'"
<br />t:.1,OUU
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />21,600
<br />
<br />50-Year
<br />Water Surface
<br />Elevation
<br />(feet)
<br />~"''''t"\ 1"\1"\
<br />o I v~.t:.t:.
<br />6139.57
<br />6139.90
<br />6140.05
<br />6140.1 5
<br />6140.26
<br />6140.69
<br />6140.91
<br />6141.27
<br />6141.95
<br />6142.95
<br />6143.40
<br />6144.43
<br />
<br />Flood
<br />Peak
<br />
<br />Discharge
<br />(cfs)
<br />-l~ Ann
<br />IU,....VV
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />16,400
<br />
<br />10-Year
<br />
<br />Water Surface
<br />
<br />Elevation
<br />
<br />(feet)
<br />C-lO""7I'\A
<br />U Iv/.L....
<br />
<br />Streambed
<br />Elevation
<br />(feet)
<br />
<br />Reference
<br />Location
<br />
<br />Stationing
<br />from County Line
<br />(feet)
<br />1~':l.LQ1
<br />I \"IV .-"'" I
<br />
<br />Reference
<br />Section
<br />Number
<br />
<br />6137.75
<br />6138.23
<br />6138.41
<br />6138.55
<br />6138.69
<br />6139.28
<br />6139.55
<br />6139.97
<br />6140.63
<br />6141.60
<br />6142.07
<br />6143.00
<br />
<br />C-1'lA cn
<br />v I L'"t.UV
<br />6125.10
<br />6125.60
<br />6126.10
<br />6126.74
<br />6127.35
<br />6128.47
<br />6128.90
<br />6129.10
<br />6129.30
<br />6129.80
<br />6131.10
<br />6132.10
<br />
<br />
<br />167+72
<br />174+49
<br />181+22
<br />185+94
<br />190+62
<br />
<br />199+38
<br />203+87
<br />207+65
<br />210+32
<br />214+70
<br />222+21
<br />226+84
<br />
<br />EAGLE RIVER
<br />1
<br />
<br />Page 2 of 15
<br />
<br />9.330
<br />
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />9,330
<br />
<br />34
<br />35
<br />36
<br />37
<br />38
<br />39
<br />40
<br />41
<br />42
<br />43
<br />44
<br />45
<br />46
<br />
<br />6143.80
<br />
<br />6144.10
<br />6145.13
<br />6145.52
<br />6145.91
<br />6149.66
<br />
<br />6198.48
<br />6198.65
<br />6198.73
<br />6198.61
<br />
<br />6155.49
<br />6161.05
<br />6165.38
<br />6172.58
<br />6181.39
<br />6187.51
<br />6192.87
<br />6197.27
<br />6198.27
<br />
<br />8.030
<br />
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />8,030
<br />
<br />6143.38
<br />
<br />6143.62
<br />6144.53
<br />6144.95
<br />6145.39
<br />6149.20
<br />6155.09
<br />6160.56
<br />6165.00
<br />6172.09
<br />6181.03
<br />6186.88
<br />6192.20
<br />6196.35
<br />6197.34
<br />6197.63
<br />6197.83
<br />6197.91
<br />6197.85
<br />
<br />7.430
<br />
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />7,430
<br />
<br />6142.95
<br />
<br />6143.09
<br />6144.09
<br />6144.59
<br />6145.09
<br />6148.97
<br />6154.88
<br />6160.33
<br />6164.80
<br />6171.86
<br />6180.81
<br />6186.55
<br />6191.93
<br />6195.89
<br />6196.87
<br />6197.22
<br />6197.44
<br />6197.54
<br />6197.50
<br />
<br />5.890
<br />
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />5,890
<br />
<br />60
<br />
<br />6141.82
<br />6142.78
<br />6143.59
<br />6144.31
<br />6147.88
<br />6154.65
<br />6159.36
<br />6164.25
<br />6171.22
<br />
<br />6180.26
<br />6185.60
<br />
<br />6191.23
<br />6194.61
<br />6195.61
<br />6196.17
<br />6196.46
<br />6196.58
<br />6196.61
<br />
<br />6;4;
<br />
<br />6;32.37
<br />
<br />6132.43
<br />6136.00
<br />6138.42
<br />6141.00
<br />6143.00
<br />6148.00
<br />6154.00
<br />6158.48
<br />6166.00
<br />6176.00
<br />6180.00
<br />6183.93
<br />6185.00
<br />6186.39
<br />6188.00
<br />6188.00
<br />6188.00
<br />6190.00
<br />
<br />road Bridge
<br />
<br />Dotsero Rai
<br />
<br />3+31
<br />
<br />3+87
<br />9+81
<br />15+42
<br />20+60
<br />24+16
<br />31+70
<br />38+91
<br />43+65
<br />49+81
<br />56+13
<br />60+05
<br />65+20
<br />70+22
<br />77+31
<br />84+79
<br />89+65
<br />94+18
<br />98+18
<br />
<br />1.5
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />13
<br />14
<br />15
<br />16
<br />17
<br />18
<br />19
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<br />-
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