FLOOD07585

• County: Rio Blanco
• Community: Meeker
• Stream Name: Sulphur Creek
• Basin: Yampa/White
• Title: HEC-2 Data
• Date: 9/24/1990
• Prepared For: Rio Blanco
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

GR 6223.0 890 6223.0 900 6223.5 900 6228.9 911 6230.7 911 ;;11: ..
GR 6232.4 918 6232.8 934 6234_6 941 6234.6 948 6236.8 965 ,
GR 6236.6 995 6236.3 1035 6234.0 1265 6234_6 1290 6236.0 1380 ,
GR 6236.0 1445
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09/24/90 13:08:33 PAGE 3
TRANSITION BELOW MARKET STREET OUTLET
,1 MARKET STREET OUTLET
,2 MARKET STREET INLET
Xl 1050 37 868 892 25 25 25 0.000 0.000 0 .000
X3 10 853 6232.4 902 6233.3 6232.1 6232.1
GR 6236.4 0 6236.0 55 6234.0 80 6232_0 95 6230.0 120
GR 6232.0 145 6234.0 165 6232.0 265 6230.0 295 6229.2 340
GR 6228.0 465 6229.6 740 6228.5 780 6228.4 810 6229.7 836
GR 6229.8 850 6232.4 853 6232.1 868 6230_3 868 6227.7 874
GR 6223.4 874 6223_4 886 6227.7 886 6230.3 892 6232.1 892
GR 6233.3 902 6233.3 916 6235.5 928 6235.6 933 6236.8 950
GR 6236.9 980 6236.5 1020 6232.0 1145 6234.0 1230 6236.0 1245,
GR 6236.5 1280 6236.5 1360
Xl 1050.1 28 838 852 25 25 25 0.000 0.000 0.000 . ~.;~-
X3 10 6235.1 6235.1 ,
GR 6236_4 0 6236.0 40 6234.0 80 6232_0 105 6230.0 115
GR 6230.0 145 6232.0 160 6232.0 285 6230.0 310 6230_0 355
GR 6228.0 495 6228.0 580 6229_0 625 6228.0 670 6230.9 705
GR 6231.2 745 6231_9 795 6233.6 812 6234_3 830 6235.1 838
GR 6223_9 838 6223.9 852 6235.1 852 6234_2 880 6235.5 890
GR 6237.1 945 6236_7 985 6237.0 1245
SB 1.00 1.50 3_00 0.00 14 0_00 126 0.00 6225_0 6223.9
Xl 1050.2 26 133 147 80 80 80 0.00 0.00 0.00
X2 0.00 0.00 1. 00 6234_2 6236.2
X3 10 6236.2 6236.2
8T 2 133 6236_2 6234_2 147 6236.2 6234.2
GR 6235.7 0 6236_8 15 6237 . 5 40 6237.9 65 6238.9 92
GR 6235.4 108 6236_2 133 6225.0 133 6225.0 147 6236.2 147
GR 623::'.6 154 6235.8 180 6237.5 180 6237.3 187 6~:38. 0 210
GR 62.38.8 240 6239.6 280 6236.0 310 6236_4 345 6236.0 360
GR 6238.0 370 6240_0 380 6240.0 415 6238_0 430 6238.0 505
GR 6238.3 540
rR(-\NSITIm~ ABOVE MARKET STRtET INLET
,-(I 1070 28 128 152 25 25 25 0.00 0,0 0 0_00
X3 J 0 90 6239_4 280 6243_ 7 6234 5 623,t.5
GR b~:::S 7.1 0 6238.5 15 6239.0 40 6;:'39_ 4 90 6230.9 lOb
GR 6236 .9 121 6234 _ 5 128 6232.6 128 0229.9 134 6225.7 134
GR 6225. 7 146 6229.9 146 6232.6 152 6234.5 152 6235.8 156
Gr~ 6236. 0 162 6235 9 180 6239.3 180 6;239_3 190 6241.~ 225
(;R 62"~ J. 280 6242.0 380 624:'_0 410 6240.0 425 6238.0 440
GR GT.i7.b 475 t,238.0 510 6238. C. 540
ABOVE MARKET STREET TRANSITION ~,
Xl 1075 27 124 156 25 25 25 0.00 0.00 0.00 !~d:;
X3 10 90 6239.7 180 6238.8 6234. l 62:::",4_1 .::J )
GR 6238. () 0 6239 ,5 40 6239.7 90 6238.1 103 6238.1 116
C-i F~ 6254. 1'.24 6232. 4 1:24 6226.9 13'5 <,,;;'76.4 135 6226. ,~ i<'lS
OR 6226.9 145 6232. 4 1~6 6234.1 156 6235.9 162 6236.0 180
GR 6238.8 180 6238. 2 190 6237.2 214 6236.0 355 6238.0 360
GR 6240_0 365 6242. 0 375 6242.0 415 6240.0 435 6238.0 450
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09/24/90 13:08:33 PAGe: 4