FLOOD04953

• County: Eagle
• Community: Redcliff
• Stream Name: Eagle River
• Basin: Colorado Mainstem
• Title: HEC-2 Data
• Date: 12/15/1978
• Prepared For: Eagle County
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

SECNO XLCH EL TRD ELLC ELMIN Q CWSEL CRIWS EG 10K"S VC'"l AREA .01K X
28.100 1.00 8650.10 8651.10 8639.40 514.00 !l642.77 0.0 8644.04 188.00 9.02 57.03 37.4Q, _
28.100 1.00 8650.10 8651.10 8639.40 592.00 8643.12 0.0 8644.50 182.65 9.40 63.06 43.80
28.100 1.00 8650'10 A651'10 8639.40 61~.00 8643.19 0.0 B644.6~ lA5.62 9.56 64'F 44.99
2A.I 00 1.00 8650. 0 8651. 0 A639.40 68 .00 8643.43 0.0 A645.0 94.46 10.12 68. 8 49.41
29.000 19.00 8650.20 8650.80 8(,40.00 514.00 8643.12 8643.12 8644.65 213.36 9.94 51.72 35.19
29.000 19.00 8650.20 A650.AO 8640.00 592.00 8643.45 8643.45 A645.10 202.09 10.32 57.37 41.64
29.000 r~'OO 8650.20 86~0.AO 8640.00 613.00 8643.50 8"'43.50 8645.~~ 205.68 10.52 58.30 42.74
29.000 9.00 8650.20 86 O.SO 8640.00 689.00 8643.77 8643.77 8645. 204.t2 0.97 62.81 48.23
29.100 1.00 0.0 0.0 8640.00 514.00 8643.35 0.0 8644.68 lfo9.81 9.26 55.4A 39.44
29'100 1.00 0.0 0.0 8640.00 592.00 8643.68 0.0 8645.~4 164.90 9.6Q 61.0A 46.~0
29. 00 1.00 0.0 0.0 8640.00 613.00 8643.84 0.0 8645. 7 151.60 9.-;7 64.06 49. 9
29.100 1.00 0.0 0.0 8640.00 689.00 8644.09 0.0 8645.68 157.25 10.12 68.11 54.94
30.0g0 1~0.00 0.0 0.0 A644.20 ~14.00 8648.16 8648.!6 8649.58 249.04 9.56 53.74 n:i~ .
30.0 0 0.00 0.0 0.0 8644.20 66.00 8648.38 8648. 8 8649.86 245.36 9.77 57.93
30.000 120.00 0.0 0.0 8644.20 577.00 8648.38 8648.38 8649.92 254.07 9.95 5A.~1 36. o.
30.000 120.00 0.0 0.0 8644.20 597.00 8648.47 8648.47 8650.02 250.51 9.99 S9. 6 37.72
31.000 16.00 8651.00 8649.30 8644.70 514.00 8649.83 0.0 8650.51 91.09 6.63 77.4A 53.86
31.000 16.00 865 .00 8649.30 8644.70 566.00 8650.65 0.0 8651.19 60.75 5.87 96.48 72.62
31.000 16.00 86~1'00 8649.30 8644.70 577.00 8650.74 0.0 865 .28 59.~~ 5.85 98.62 75.02
3 .000 16.00 86 .00 8649.30 8644.70 597.00 8650.96 0.0 865 .48 54. 5.76 103.73 80.68
32.000 80.00 0.0 0.0 8648.00 526.00 8651.~9 8651.09 8652.32 2('0.4~ 9.18 61.98 ~5.43
U:ogg 80.00 0.0 0.0 8648.g0 720.08 8651. 5 865~.75 865~.15 193.9 9.87 83.96 .1.70
80.00 0.0 0.0 8648. 0 795.0 865~.20 865 .20 865 .40 143.92 9'j6 1 9.62 66.~7
32.800 80.00 0.0 0.0 8648.00 955.00 865 .71 865 .71 8653.82 119.50 9. 9 148.64 87. 6
p.OOO 250.nO 0.0 0.0 8648.90 526.00 8653.4(' 0.0 86~3.6~ 19.94 4.04 223.00 lH.80
3.000 25g.00 0.0 0.0 8648.90 720.00 8654.~6 0.0 86 4.3 18.39 4.28 291.93 1 .90 ,Jt
33.000 25 .00 0.0 0.0 8648.90 795.00 8654. 2 0.0 8654.53 19.26 4.48 30a.44 181'14
33.000 250.00 0.0 0.0 8648.90 955.00 8654.70 0.0 8654.93 20.46 4.a2 343.9:> 21 . 2.
34.000 1'~0' 00 0.0 0.0 865~.00 126.00 8662'~il 866~.7ij 866~.~~ m:l~ 9.8i 53.54 ll.8~
34.000 40.00 0.0 0.0 865 .00 20.00 8663. 866 .5 866 . 10.6 67.84 4.4
34.000 40.00 0.0 -0.0 8659.00 795.00 8663.74 8663.74 8665.60 264. 9 1O'9j 7:>.61 48.87
34.000 140.00 0.0 0.0 8659.00 955.00 8664.27 8"'64.27 8666.29 259.00 11.4 83.52 59.34
34.100 1.00 8666.20 8666.50 8659.00 526.00 8663.08 0.0 8664.~9 71.80 8.80 5Q.77 62.08 ~~
34.100 1.00 8666.20 8666.50 8659.00 720.00 8663.55 8663.53 A665. 6 9 .55 10.50 68.58 75.25
34'100 1.00 8666.2g 8666.~0 86~9.00 795'80 8663.7f 8663.62 8665.6~ 10 .09 1~.02 F'14 77.55
34. 00 1.00 8666.2 8666. 0 86 9.00 955. 0 8663.9 8663.70 8666.4 40.13 1 .83 4. 4 80.67 ,.J
34.200 15.00 8666.20 8667.00 8659.50 526.00 8663.25 8663.25 8664.~5 97.56 9.81 53.61 53.25
34.200 15.00 8666.20 8667.00 8659.50 720.00 8664.0~ 8664.03 8665. 5 92.31 10.53 68.38 74.94
~~:m 1~:g8 8666.20 8667.00 8659.50 795.00 B664.~ 8664'M 86~6.U 104.9~ U.32 70.24 77.6A
8666.20 8667.00 8659.50 955.00 8664. 0 8664. 86 6. 134.7 .63 75.61 82.2
34.300 1.00 0.0 0.0 8659.50 526.00 8663.~2 0.0 8664.78 2F.94 9.01 58.~9 36.05-
34.300 1.00 0.0 0.0 8659.50 720.00 8664.04 8663.99 8665.76 2 4.81 10.50 6A. 4 45.10 ,,'.'~
34.300 .00 0.0 0.0 8659.50 795.00 8664.79 0.0 8666.18 176.7 9.47 83.9A 59.79::]
34.300 1.00 0.0 0.0 8659.50 955.00 8665.94 8664.77 8667.12 122.82 8.71 109.64 86.L7__"
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