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 6236.1 465 6255.5 496 6255.2 530 6255.0 sso 6254.8 .585 ,. '-~
GR 6254.9 660 6256.3 G85 6257.7 710 6260.0 750
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07/13/90 11;52:22 PAGE 6
S8 '. 1 1.5 3.0 0.00 17_6 0 ,00 l26 0.00 6245.8 6245,7
"
UPSTREAM OF MEEKER DITCH CROSSING STRUCTURE
~{l 1162 33 138 156 3 3 3 0.00 C'.OO 0.00
X" 0 0 1 6251.9 6254.3 1.
X3 10 113 6257_5 350 6257.4
8T 2 138_2 6254.8 6251.7 155.9 6255.0 6251.9
GR 6266.2 0 6264_7 7 6260.8 9 6258.0 SO 6257.3 70
GR 6256_4 104 6257.5 113 6255.8 138 6254.8 138.2 6251.7 138.2
GR 6245.8 140 6248.0 150 6248.3 ':'55 6251. 9 155.") 6255.0 155.9
GR 6256.0 156 6256.2 175 6255.7 180 6256.5 205 6255.9 250
OR 6257_4 350 6256.5 395 6256.5 420 6255.9 426 6256.1 465
GR 6255.5 496 6255.2 530 6255.0 550 6254.8 585 6254.9 660
GR 6256.3 685 6257',7 710 6260.0 750
8ETWEEt~ i'iEEKER DITCH CROSSING STRUCTURE AND GARFIELD STREET
X;. 1170 28 135 173 85 SO 85 0_00 0.00 0_00
X3 10 260 6~57.2
GR 6265_0 0 6264.6 10 6264.0 18 6260.5 20 6258.3 42
GR 6257.5 119 6256.5 135 6248_6 148 6246.6 152 6246.8 156
GR 6249.6 160 6257.9 173 6256.8 230 6257.2 260 6256.5 355
GR 6256.0 357 6256_8 395 6256_0 425 6256.1 430 6255.8 460
GR 6255_6 530 6256 0 560 6256.4 630 6257.2 660 6257;5 690
GR G261_0 710 6263.5 740 6264.5 760
NC .045 .045 .020 0.100 0 .300
BELOW GARFIELD STREET TR.Cl,NSITION
Xl 1175 26 174 206 25 25 25
X3 10 240 6257.4 6253.8 6253.8
GR 6265_0 0 6262.0 40 6258.0 90 6257.6 150 6257~1 153
GR 6256.9 166 6253.8 174 6252.1 174 6247.1 185 6246,6 185
GR 6246.6 195 6247 1 195 6252.1 206 6253.8 206 6257_3 212
GR 6257.4 240 6257.3 260 6257.4 310 6256.0 500' 6255.9 610
OR 6256.0 630 6258.0 715 6260.0 725 6262.0 740 6264 0 755
GR 6266., 765
TRANSITION BELOW GARFIELD STREET OUTLET; SUPERELEVATED FOR TURN
,1 GARFIELD STREET OUTLET
." GARFIELD STREET INLET
Xl 1180 30 180 207 25 35 25
X3 10 265 6257 8 6255_1 6255.3
GR 6268.0 0 6261.8 35 6261. 9 49 6260,9 52 6259.8 95
GR 6257.9 155 6257.1 158 6257.0 1"74 6255"1 180 6253.3 180
GR 6250"4 186 6246"7 186 6247.3 195 6247_6 200 6250.5 200
GR 6253.5 207 6255.3 207 6257.3 2.13 6257.6 225 6257.8 265
GR 6257.3 295 6257.7 325 6257.1 355 6257.0 405 6256.0 495
GR 6256.6 595 6258.0 695 6262.0 725 6267.0 745 6270.0 775
Xl 1180" 1 23 183 197 12 32 22
)(3 10 250 6258"7 6258.4 6258.4
GR 6268.0 0 6261"1 55 6260 ,.8 70 6258.8 110 6258.6 146
GR 6257.7 160 6258"4 183 6247. 2 183 6247.2 197 6258.4 197
GR 6258.7 211 6258.2 212 6258_7 250 6257.9 279 C,2S8.2 290
GR 6258.5 320 6258.1 490 6256.8 540 6257.0 590 '-;,261.0 690
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07/13/90 11:52~22 PAGE 7
GR 6264 ,< 730 6271.4 747 6273.8 7""