FLOOD08900

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

SECNO XlCH El Tf~D ELlC ElMIN Q CWSEl CRIWS EG 10K*S VCH AREA .01
. 6.500 1':>.00 0.0 0.0 8175.30 105.00 8177.4S 8171.45 8178.00 136.22 5,,96 17.71
* 6.50U 75.00 0.0 0.0 8175.30 130.00 8117.64 8171.64 8178.23 1.28.24 6.23 21.18
* 6.500 75.00 0.0 0.0 817S.30 150.00 8117.19 8117.79 8178.41 113.70 6.34 24.S5
. 6.500 75.00 0.0 0.0 8175.30 230.00 8118.30 8118.30 8178.92 80.56 6.59 40.87
* 7.000 100.00 0.0 0.0 8182.00 105.00 8183.96 8183.96 8184.41 144.18 5.75 18.27
* 7.000 100.00 0.0 _0.0 8182.00 130.00 8184.14 8184.14 8184.70 128.02 5.9Q 21.88
. 7.000 100.00 0.0 0.0 8182.00 150.00 8184.28 8184.28 8184.86 115.56 6.14 25.10
* 7.000 100.00 0.0 0.0 8182.00 230.00 8184.71 8184.17 8185.38 83.45 6.47 39.85
* 7.500 135.00 0.0 0.0 8190.10 105.00 8192.70 8192.70 8193.39 141.29 6.67 15.73
* 7.500 135.00 0.0 0.0 8190.10 130.00 8192.93 8192.93 8193.70 l36.21 1.04 18.46
* 7.500 135.00 0.0 0.0 8 9O'lO 1jO.00 8193.06 819j.06 8193.92 4!.93 1.46 20.11
* 7.500 135.00 0.0 0.0 8190. 0 2 0.00 8193.63 819 .63 8 94.71 3 .03 8.33 21.61
* 8.000 190.00 0.0 0.0 8197.00 105.00 8198.23 8198.~3 8198.48 109.58 4.18 2B.OB H
* 8.000 190.00 0.0 0.0 8197.00 130.00 6198.32 8198. 2 8198.60 104.6~ 4.43 33.25
* 8.000 190.00 0.0 0.0 8l91.00 150.00 8198.36 8198.36 8198.68 114.0 4.79 35.65 14
* 8.000 190.00 0.0 0.0 8 91.00 230.00 8198.60 8198.60 8198.99 104.85 5.39 49.13 22
* 9.000 "1o.nn n_n n n i:ll0"7 on 1"<::: ^^ 8202.00 0.0 8202.~8 35.95 4.23 ~4.!J4 17
7o~o6 0;0 v.v ""J.7,.7W J.........uu
* 9.000 0.0 8197.90 130.00 6202.80 0.0 8203.01 21.29 3.66 _ 5.49 28
* 9.000 70.00 0.0 0.0 8191.90 150.00 8203.60 0.0 8203.75 F.62 3.12 48.68 42
* 9.000 10.00 0.0 0.0 8197.90 230.00 8204.40 0.0 8204.54 0.28 3.20 90."5 un
* 10.00U 90.00 0.0 0.0 8209.20 105.00 8211.65 8211.65 8212.30 145.35 6.52 16.11 8
* 10.000 ~O.OO 0.0 0.0 8209.20 130.00 8211.86 8211.86 8212.59 144.54 6.86 18.95 10
* 10.000 90.00 _0_.0 0.0 8209.20 lS0.00 8212.20 8212.20 8212.75 91.50 6.08 26.91 15
* 10.000 90.00 0.0 0.0 8209.20 230.00 8212.60 8212.60 8213.24 87.12 6.74 39.46 24
. 10.500 1':>5.00 0.0 0.0 8223.40 105.00 8226.05 8226.05 8226.78 149.97 6.87 i5.29 8
* 10.500 155.00 0.0 0.0 8223.40 130.00 ~226.34 8226.34 8227.08 133.35 6.93 8.75 11-
* 10.500 155.00 0.0 0.0 8223.40 150.00 2~6.51 82~6.51 8~~7.30 p~.09 7.14 ~1.01 13
* 10.500 155.00 0.0 0.0 8223.40 230.00 82 1.08 82 1.08 8 8.02 2 .54 7.Al 9.43 20
* 11.000 65.00 0.0 _0.0 8224.38 105.00 8228.10 0.0 8228.84 IS. AS. ~.9Bm 35.18. --U>.
* p.OOO 65.00 0.0 0.0 8224.3 1~0.00 8~29.80 0.0 ~~~9.89 b' 5 .36 r.OA ;8.
* 1.000 65.00 0.0 0.0 8224.30 0.00 8 29.90 0.0 0.00 .S5 2.63 6.9 -6t
. 11.000 65.00 0.0 0.0 8224.30 230.00 8230.50 0.0 8230.67 11.66 3.29 9.88
* 12.000 110.00 0.0 0.0 824t.00 l05.00 8~42.4! 8242.41 8~4~.81 F1.00 5.~2 ~1.40 ~f:
* 12.000 110.00 0.0 0.0 824 .00 30.00 8 42.S 8242.54 8 4 .00 19.59 5. 3 4.92
* 12.000 110.00 0.0 0.0 8241.00 ~50.00 8242.64 8242.64 8243.13 1 g.54 5.72 28.~ 1 . ~'"
* 12.000 110.00 0.0 0.0 8241.00 30.00 8243.01 8243.01 8243.59 9 .13 6.34 40. 9 3.
* 13.000 195.00 0.0 0.0 8258.00 105.00 8259.48 8259.48 8259.84 t38.66 4.77 22.03 8.
* 13.000 195.00 0.0_ 0.0 8258.00 30.00 8259.61 8259.61 8260.00 36.32 4.99 26.03 IL
. 13.000 195.00 0".0 _ 0.0 82S8.00 150.00 8259.69 8259.69 8260'F 41.03 5'14 ~8.61 12.
. 13.000 195.00 0.0 0.0 8258.00 230.00 8260.16 8260.16 8260. 9 74.71 4. I 7.01 26.
* 16.000 225.00 0_,,0 0.0 8282.00 10".00 8282.28 8282.28 8282.40 218.05 3.1l 37.68 7..
* 16.000 225.00 _-0..0 .0.0 8282.00 130.00 8282.33 8282.33 8282.46 18~.67 3.21 4S.17 9.
. 16.000 225.00 0.0 0.0 8282.00 150.00 8282.34 8282.34 8282.59 ~~d~ 3.62 46.24 1M:
* 16.000 225.00 0.0 0.0 8282.00 230.00 8282.44 8282.44 8282.6 4.27 60.20

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