FLOOD02777

• County: Summit
• Community: Vail
• Stream Name: East Mill Creek
• Basin: Colorado Mainstem
• Title: HEC-2 Data
• Date: 11/1/1978
• Prepared For: CWCB
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

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HFCc RFLI'ASE I1A1FD NOV 76 llPDAlEI1 FER 1971
ERROR CORR - 01
M001FICA1ION - ,0.51.,2
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N01F- ASTERISK (0) AT LEFT OF CROSS-SECTION MIMBER INDICATES MESSAGE IN SUMMARY OF FRRORS LI ST
.JOB NO. 1270.105
SUMMARY PRINTOUT HRLE 15n
SECNO XLCH fL TRD ELLc ELMIN Q CWSEL cRIIIS FG 10K.S VCR .RF'A .011<
{-.o 1.000 0.0 0.0 0.0 8165.00 105.00 8169.00 0.0 8169.00 0.36 0.56 190.00 175.9
o ' 1.000 0.0 0.0 0.0 8165.00 130.00 8169.50 0.0 6169.50 0.30 0.';8 231.25 736.9
1.000 0.0 0.0 0.0 8165.00 150.00 8170.00 0.0 8110.00 0.24 0.51 ?1S.00 ~06.4
1.000 0.0 0.0 0.0 8165.00 230.00 8170.10 0.0 6110.10 0.30 0.12 340.37 420.2
. 7.000 40.00 0.0 0.0 8t68.00 105.00 8169.48 8169.48 8169.84 139.11 4.77 22.03 B.II
. 2.000 40.00 0.0 0.0 8168.00 130.00 8169.59 8169.59 8110.00 146.64 '5.12 25.40 10.7
'< 2.000 40.110 0.0 0.0 8168.00 150.00 8169.14]," , 0.0 8Fo.12 121.03 4.94 30.39 13.6
;?OO9 40.00 0.0 0.0 IIt68.00 230.00 8170.56 -I", 0.0 8 10.16 30.13 3.63 66.60 41.9
. 3.000 45.00 0.0 0.0 8115.00 105.00 8176.11 8116.71 8111.14 139.72 5.?3 20.09 B.9
. 3.000 45.no 0.0 0.0 6175.00 Ig0.00 81t6.86 Bt76.86 8111.33 138.60 5.50 23.62 11.0
. 3.000 45.00 0.0 0.0 8115.00 1 0.00 81 6.97 8116.97 8117.46 136.04 5.66 26.4Q 12.11
. 3.000 45.00 0.0 0.0 8115.00 230.00 8171.34 BI71.34 8111.93 121.34 6.15 37.41 20.3
. 4.000 9S.00 0.0 0.0 8175.40 105.00 8181.60 0.0 8181.62 0.14 1,08 100.01 122.1
. 4.000 9C5.nO 0.0 0.0 8175.40 130.00 8181.10 0.0 818 .72 1.06 1.31 02.52 126.0
. 4.000 95.00 0.0 0.0 8175.40 150.00 8181.80 0.0 8181.83 1.33 1.411 105.13 130.3
. 4.000 t,lC;.OO 0.0 0.0 8175.40 230.00 8182.40 0.0 A182.46 2.14 7.07 122.00 151.1
. 5.000 5S.nO 0.0 0.0 R182.00 105.00 8183.76 8183.16 81B4.71 145.64 5.44 19.31 8.7
. 5.000 s,.no 0.0 0.0 8182.00 130.00 8183.9t 8183.91 13184.41 143.31 5.70 22.80 10.B
. ,'-i' 5.000 5';.00 0.0 0.0 8182.00 t50.00 8184.02 B184.02 11184.55 139.99 5.88 2r;.50 12.6
. " 5.000 5?OO 0.0 0.0 8182.00 230.00 8184.50 8184.50 81F44.99 Al.57 '5.80 46.02 25.4
. 6.000 135.00 0.0 0.0 8185.00 105.00 8186.84 8186,84 81R7.39 IOS.8R 6.14 11l.7? 10.2
. 6.000 135.no n.O 0.0 8185.00 130.00 8181.01 B181.01 8187.64 105.18 ft.,,? 21.90 12.6
. 6.000 135.1)0 0.0 0.0 8185.00 150.00 8187.16 8181.16 8181.82 97.86 6.111 24.97 15.1
. 0.01)0 135.00 0.0 0.0 f'1~5.00 230.00 8187.66 8187.6" 8188.43 83.15 7.51 36.35 2501
. 7.000 40.00 0.0 0.0 8186.00 105.00 8187.48 8187.411 811111.16 141.41 6.62 15.M 8.e
. v's' 7.000 40.00 0.0 0.0 8186.00 130.00 8181.68 818t.68 B18A.47 14~.96 7'64 1I.~1 10.8
. .' 7.lJOO 40.00 0.0 0.0 8 A6.00 150.00 A1A7.81 A18 .A1 8 88.70 14 .93 7. 1 19. ? 17.2
. " 7.000 40.00 0.0 0.0 81A6.00 730.00 818R.44 818A.44 AIA9.53 135.38 ~.40 27.39 19.7
* 8.000 40.00 0.0 0.0 SlA6.80 105.00 8190.30 0.0 8190.40 8.55 ~.SA 40.81 3S.Q
* c A.OOO 40.no 0.0 o.n 81A6.80 t30.00 A191.10 0.0 8191.20 6.05 2.53 52.63 c;2.R
. R.QDO 40.00 0.0 0.0 Bt86.80 150.00 8191.70 0.0 8191.19 4.92 2.50 6?49 fJ7.f,
. H.OOO 4u.nO 0.0 0.0 81A6.80 230.00 8194.?0 0.0 8194.27 2.14 7.71 127.76 1~7.':t