FLOOD03785

• County: Summit
• Community: Summit County
• Stream Name: Straight Creek
• Basin: Colorado Mainstem
• Title: HEC-2 Data
• Date: 1/1/1991
• Prepared For: Summit County
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

_S_~_I\L:J_ XLCH EI--.TR.P ELLC ELMIN 0 CVI'SEL CRIWS EG IDK*S VCH A.8E_~ _ _.~_91~~
--- --.---- 9<,)74.00 90t6.24 26-.:
. 30.000 14;).00 0.0 0.0 300.0.; 9076.24 9076.66 130.24 5.43 130.96
. 30.000 140.00 0.0 0,0 9074.00 355.00 9076.39 9076.39 9076.79 115.02 5s.!l.5 106.81 33,
.- ~ 3~o...MJL_ .140.00 O..Q 0.0 ~O74.00 375. 00 9076.41 9076.4] 9076.84 122.62 5.67 109.53 33.;
L____ .3~~t.D.O_O 140._.00 0,0 Q..lJ 9074-.00 450.00 9.076.54 9076.54 9076.99 1_21.51 5.94- 133._l8 ---- 40:;:1
. 31.000 150.00 0.0 0,0 9080.00 300.00 9082.4-7 9082.47 9082.80 106.87 5.33 118.71 29.1
. :.u.O.OO l$O~OO 0.0 0,0 9_0a,O ..00 355.00 C}082.55 9082.55 9082.91 114.41 5.69 135.13 J 3.'
- . _3_'L. Q90 .1 ~Q ~ 00 _0._0 o.~.Q 9Q80.00 375.00 9082.58 9082.58 9082.95 115.68 5.79 141.46 34. '
. 31.000 150.00 0.0 0.0 ~080.00 45iJ.-O;) 9082.'70 gJ 82. 7 0 9083.08 i17.17 6.08 165.52 4'1 -.;
. 32.000 200.0Q_ _O.~_O 0.0 .908_5.50 300..00 9087.51 9087.51 9088.20 176.62 7.19 60.94 22. '
. 32~QOO 200.00 0.0 0,0 9085.50 355.0,)0 9087.71 9087.71 9088.43 163.34 7.~4 72.38 27.
. 32.000 200.00 0.0 0.0 9085.50 375.00 9087.75 9087.75 9088.51 169.04 7.67 74.69 28.:
. 32.000 200.00 0.0 0.0 9085.50 450.00 9088.07 908ti.07 9088.7';} 136.95 7.61 94.59 3 8. ~
. 3-3._0_00 250.00 oJlJL 0,0 9092.80 300.00 9095.07 9095.07 9095.71 161.q5 6.64 57.71 23.!
. 33.000 250.00 0.0 0.0 9092.80 355.0,)0 9095.21 9095.21 9095.94 169.36 7.16 65.43 27.;
. 33.000 250.0U 0,0 0.0 9092.80 375.00 9095.29 9095.29 9096.02 161.3\J 7.19 70.06 29.!
. 33.000 2_50.00 0.0 0.0 9092.80 450.00 9095.47 9095.47 9096.29 164.6<:1 7.72 81.37 35.)
. 34." 00') ! .)1)..0.) 0..0 'J a () 9095..50 300..)0 9,jY8.22 9098.22 9099.02 139.74 ~h Q1 5~ .60 25.
. 34.000 100.00 0.0 0,0 9095.50 355.00 9098.45 9098.45 9099.30 136.94 8.39 68.81 30..
. 34..000 1.uO.OO O..Q 0.0 9095.50 375.00 9098.52 9098.5'2 9099.39 136.:15 Fl.",3 72.57 32.
. 34.000._ 1.00.00 0..0 0._,,) 9095.5.0_ 45ihll;J 9098.81 9098.81 9099.71 127.86 8.93 89.17 39.1
. 35.000 250.00 0.0 0,0 9105.00 300.00 9107.76 9107.76 9108.73 165.83 ~ .19 45.56 23.,
. 35.__000 250..CtO_ o.a 0.0 9105.00 355.\)\) 9108. (,)7 9108.07 9109.06 14-5.75 B.36 54.64- 29..
* 35._000 250.00 0, Q 0,0 9105.00 375.00 9108.15 'lIDS.15 9109.17 144.51 8.50 57.22 31 ~.
* 35.000 250.00 0.0 0.0 9105.00 450.00 9108.44 9108.44 -9109.55 141.35 9.IlO 6f..82 3f~'
. 3_6.000 450.:00 0.0 0,0 91Z~.OO 300.00 9125.45 9125.4-5 9126.02 154.31 7.15 84.37 24.
. 39:....QQO 450._0.0 _01110 0,0 9123.00 355.00 9125.62 9125.62 9126.20 147.36 7.40 101).80 29.,
* 36.0ao 450.00 0,0 0.0 9123.00 375.00 9125.69 9125.69 9126.26 141.65 7.41 107.97 3-t .-~
. 36.000 450.00 0.0 0.0 9123.00 450.00 9125.89 9125.89 9126.48 136.48 7.7 ! 12-9.69 38.'

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