FLOOD09824

• County: Rio Blanco
• Community: Meeker
• Stream Name: Sulphur Creek
• Basin: Yampa/White
• Title: HEC-2 Data
• Date: 7/13/1990
• Prepared For: Rio Blanco
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

GR 6236.0 162 6235.9 180 6239.3 180 6239,3 190 6241.1 225
GR 6243.7 280 6242.0 380 6242.0 410 6240.0 42':, 6238 0 440
GR 6237.6 475 6238.0 510 6238.6 540 6238.0 580 623,,",.0 ':,85
GR 6235.6 770 6236 0 840 6236.5 1175
AElO'vE MARKET STREET TRANSITION
Xl 1075 31 124 1..56 25 25 25 0.00 0.00 0.00
X3 10 90 623';1.7 180 6238.8 6234.1 6234.1
OR 6233.0 0 6239.5 40 6239./ 90 6238_1 103 6233.1 1.16
GR 6234.1 124 6232.4 1.24 6226.9 1"",1: 6226.4 13.::; 6226.4 145
OR 6226.~ 145 6232.4 156 6234.1 136 6235.9 It..2 6236.C 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
GR 6238_0 500 6238.7 540 6238_0 585 6236.0 745 6236.0 790
OR 6236_7 1160
,C:-.$'"
N" .045 .0<<:5 -~ 0.100 0.300
BETWEEN Mf'IRHET STREET AI\lD M.c,!N STREET
,," 1080 23 187 225 95 110 105 0.00 C.OO O.OC
X" 10 340 6245. 2
GR 6240.6 0 6241.1 25 6241.2 50 6241.3 100 6240.2 160
OR 6239.5 187 6232.2 1"?4 6232.4 200 6232.3 209 6239.5 220
GR 6240.5 225 6240.1 236 6242.4 240 6244.3 234 6244.7 300 .
GR 6244.9 316 6245.2 340 6240.0 405 6240.7 525 6240.0 555
GR 6238.0 770 6238.0 995 623';1.0 1110 ;>:
1
07/13/90 11:52;22 PAGE 4
NC .045 .045 .020 0.100 0.300
BELOW MAIN STREET TRANSITION
Xl 1090 23 224 256 100 100 110 0.00 0.00 0.00
X3 10 372 6243.7 6240.9 62t!O.9
GR 6243.0 0 6243.2 40 6243.3 90 6242.9 140 6242.7 200
GR 6242.2 207 6242.3 219 6240.9 224 6239.2 224 6:'33.7 235
GR 6233.2 235 6233.2 245 6233.7 24'3 6239 2 256 6240.-9 256
GR 6243.0 268 6243.3 290 6243.4 340 6243.7 372 6242.0 590
GR 6240.5 740 6240.9 895 6242.0 1050
TRANSITION BELOW MAIN STREET OUTLET
.1 MAIN STREET OUTLET
.2 MAIN STREET INLET
Xl 1100 26 208 232 25 25 25 0.00 0.00 0.00
X3 10 20 6244.3 270 6244.0 6241.9 6241.9
GR 6243.9 0 6244.3 20 6243.7 62 6243.5 104 6243.7 120
GR 62<1..3.7 .170 6242.9 185 6242.8 203 6241.9 208 6240.2 208
GR 6237.5 214 6233.2 214 6233.2 226 6237.5 226 6240.2 232
GR 6241.9 232 6243.8 250 6244.0 270 6243.7 320 6243.9 345 "
G? 6242.0 510 6240.5 620 624.1..7 765 6241.1 890 6242.0 935 "
OR 62~i3.1 1020
Xl 1100.1 23 213 227 25 25 25 0.00 0.00 0.00
X3 10 6244.6 6244.6
GR 6244.4 0 6244_3 7 6244.3 17 6244.2 27 6244.1 62
OR 6244.0 104 6244.2 120 6243.6 181 6243.8 206 6244.6 213
GR 6233.4 213 6233.4 227 6244.6 227 6244.0 245 6244.2 :;70
GR 6244.0 29::, 6244.0 320 6243.9 345 6242.0 515 62<'12.0 605
OR 6242.7 760 624;!.4 870 6244.0 1000
38 .l 1.5 3.0 0.00 14 0.00 126 0.00 6234.2 6233.4
Xl 1100.2 23 233 247 80 80 80 0.00 0.00 0.00
X2 0.00 0 00 1 6243.2 6245.4
X3 10 340 6246.3 6245.4 6245 ,4
8T 2 233 62<15.4 t',243 , :;: 247 6245.4 6243_2
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