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 6244.2 215 6245.:';' 233 6234.2 133 6234.2 247 6245.4 247
GR 6244.8 265 6245.0 290 6245.7 315 6246.3 340 6245.8 390
GR 6244.3 396 6244.3 410 6244.6 440 6244.3 490 6244.0 555
OR 6243.4 760 6244.0 895 6246.0 960
TRANSITION P,S DVE MAIN 51 REET INLET
Xl 1110 31 188 212 25 25 25 0.00 0.00 0.00
X3 10 135 6246.8 300 6246_9 6243.4 6::43.4
OR 6245.6 0 6245.7 50 6246.3 100 6246_1 130 6246.8 135
GR 6246.4 160 6244_7 184 6243 . ~ 188 6241.6 188 6238.9 194
GR 6234.7 194 6234 _ 7 206 6238..9 206 6241.6 212 6243.4 212
GR 6245.1 220 6245_8 262 6246_0 274 6246_9 300 6246.8 327
OR 6245.8 357 6245.9 380 6246.0 440 624'6.3 4iS 6:246.4 550
GR 6246. 5 594 6245.1 600 6245.9 630 6244.0 670 6246.0 775
GR 6246.9 965
07/13/90 11:52:22 oP.GE 5
ABOVE MAIN STREET TRANSITION
X::' 1120 24 134 166 25 25 25 0,.00 0_00 0_00
X3 10 90 6247.3 250 6247_8 6242.8 6242.8
GR 6246.5 0 6246.6 50 6246.7 80 6247.3 90 6247.1 110
GR 6245.2 128 6242.8 134 6241.1 134 6235.8 145. 6235.3 145
GR 6235.3 l.SS 6235.8 155 6241_1 166 6242.8 166 6246_0 174
GR 6246.7 210 6246.8 220 6247.8 250 6246_6 375 6246.0 515
GR 6246.7 57.S 6246.0 715 6246.7 830 6248.0 910
.c 3s-
NO _045 .045 ,....... 0_100 0_300
BETWEEN MAIN STREET AND PARK AVENUE
Xl 1130 20 190 228 110 115 110 0.00 0.00 0_00
X3 10 10 6248.7 320 6249.0
OR 6248.8 0 6248 7 10 6248 3 1.20 6247.1 190 6238.0 205
CR -6238.5- 210 6244.8 220 >6248.3 228 6248_6 300 6249.0 320
GR 6:2"48_3 420 6248.1 520 6249_0 565 6250.0 590 6249.5 602
GR 6249.5 620 6249.2 650 6249.8 680 6248.6 795 6249_1 930
BELOW PARK AVENUE
)(1 1.140 24 187 245 125 105 130 0.00 0.00 0_00
X3 10 275 6251_ 3
GR 6254 0 0 6252.1 115 6251_1 165 6250.7 187 6244_1 203
GR 6243.3 212 6241.3 216 6243.3 219 6243.4 225 6243.7 229
GR 6251.2 245 6251. 3 275 6250.3 325 6250.0 365 6250.1 .<',25 "
GR 6250.4 445 6250.6 500 6250.0 555 6250.6 600 6249.8 623
GR 6250.4 650 6249.3 685 6249.4 785 6249.7 900
ABOVE PARK AVENUE
Xl 1.150 31 165 225 100 95 95 0.00 0.00 0_00
X3 10 250 6252_7
GR 6262.1 0 6260.4 48 6256_5 60 6253.6 67 6253_6 73
GR 6257.1 80 6256_8 85 6254.0 100 6253.3 115 6252.8 165
GR 6245.3 185 6245.3 200 6245.1 206 6243.0 211 6252.Z 225.
GR 6252.7 250 6252_1 300 6251.9 330 6252.3 400 6253.3 SOO
GR 6253.8 575 6254 0 600 6254_0 625 6253_4 650 6253.5 700
GR 6252.5 730 6253_6 770 6254.0 805 6254.0 850 6253.8 885
GR 6254 0 910
NC 045 .045 .040 0.100 0.300
DOWNSTREAM OF MEEKER DITCH CROSSING STRUCTURE
Xl 1161 29 138 156 147 147 147 0.00 0.00 0_00
X3 10 113 6257_5 350 6257.4
GR 6266.2 0 6264.7 7 6260.8 9 6258_0 50 6257,,3 70
GR 6256..:1 104 6257_5 113 6255.8 138 6245_ 7 140 6247_9 150
GR 6248.2 15.'5 6256.0 156 6256.2 175 (~255 , 7 180 6256. 0 205