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)‎

ABOVE MAIN STREET TRANSITION -;",' ~:'. ..'
Xl 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 6:247.3 90 6247_1 110
GR 6245.2 128 6242.8 134 6241.1 134 6235.8 145 6235.3 145
GR 6235_3 155 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 6246.7 575 6246.0 715 6246.7 830 6248.0 910
NC _045 .045 .035 0.100 0.300
BETWEEN MAIN STREET ANO PARK AVENUE
Xl 1130 20 190 228 110 115 110 0_00 0_00 0_00
X3 10 10 6248.7 320 6249.0
GR 6248_8 0 6248.7 10 6248.3 120 6247.1 190 6238.0 205
GR 6238.5 210 6244_8 220 6248_3 228 6248.6 300 6249.0 320
GR 6248_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
Xl 1140 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 6250.1 425
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 1150 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 6252.2 225
GR 6252.7 250 6252_1 300 6251_9 330 6252.3 400 6253.3 500
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
1
09/24/90 13:08 :33 PAGE 6
NC .045 .045 .040 0_100 0.300
DOWNSTREAM OF I'IEEKER 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 < 0 6264.7 7 6260.8 9 6258.0 50 6257.3 70
GR 6256 . 4 104 6257_5 113 6255.8 131'1,9 62Hi 7 ~ 1~9 .$217. s:' ~{""'f';;;l
CR fC.?4Q ~14'l? ~ ~ IS"" I~>i' 6256.2 175 6255.7 180 6256.5 205
GR 62~)5 . 9 250 6257.4 350 IG';;" J 6256.5 395 6256.5 420 6255.9 426
GR 6256. 1 465 62':-.5_5 496 '69. 6255.2 530 6255.0 550 6254.8 585
GR 6:'S4. ., 660- 6256. 3 685 6?57. 7 710 6~60.0 750
SE' 1 1.5 3,0 G.OO 17 _{, 0.00 126 0_00 624:).8 6245.7
lJPSTREAl'1 OF MEEKER DITCH CROSSING STRUCTURE
Xl 1162 33 138 150 3 3 3 0.00 0.00 0.00
X2 (, () 1 6251.9 b2~4_8
X3 10 113 6257. .s 350 62':)7 _-1
8T 2 U8.2 6254_8 6251.7 ~-,-9-ib~' 6255. ~ 6~51. 9
GR 6266.2 0 6264.7 7 6260.8 9 6258_0 50 6257_3 70
GR 6256_4 104 6257.5 113 6255_8 13~.q 6254.8 138, i" 6251_ 7 138_~ ";;5,) 1'"",/
GR 6245 f 141;' 624~ .6"" 1~" 624"l.S" 156' 62'1>:2, 15~" 625S.0 1(;,/,9 b~S";1 1~'P 6:'/;:5:' Ii,>;>
GR 6256 ~1b8, 6256_2 175 62.55. '7 180 6256 _ 5 205 6255.9 25(J
GR 6257. 4 350 6256. 5 395 6256.5 420 6255. , 4::'6 6256 _ 1 465
CR 6'255. 5 496 6255. 2 530 6255 (I 550 62'54.8 _.0,85 6254.9 660