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 6256 3 685 6257.7 710 6260 ,0 /50 '~,
-:C": r ' "t~~,J
BETWEEN ~1EE KER DITCH CROSSING STRUCTURE AND GARFIELD STREET (,
Xl 1170 28 135 173 85 50 85 0.00 0.00 0.00 ':,~"il
X3 10 260 6257.2 "" ,', 't"
GR 6265.0 0 6264.6 10 6264.0 18 6260.5 20 6258.3 42 fL' Wl",
OR 6257.5 119 6256.5 135 6248.6 148 6246_6 152 6246.8 156 ",:E;;
GR 6249_6 160 6257.9 173 6256.8 230 6257.2 260 6256.5 355
OR 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 ,,'tiff'
,-,.,,- .-
6261.0 '::''1:'
OR 710 6263.5 740 6264.5 760 " ,
NO 045 .045 020 0.100 0 .300 " <~j\::
BELOW GARFIELD STREET TRANSITION
Xl 1175 26 174 206 25 25 25
X3 10 240 6257.4 6253.8 6253_8
GR 6268.0 0 6262.0 40 6258.0 90 6257.6 150 625i'.1 153
GR 6256 9 166 6253.8 1"14 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
GR 6256.0 630 6258.0 715 6260.0 725 6262.0 740 6264.0 755
GR 6266.7 765
TRANSITION BELOW GARFIELD 8T REET OUTLET; SUPERELEVATED FOR TURN ",I-
1 GARFIELD STREET OUTLET
1
09(24(90 13:08:33 PAGE 7
,2 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 6257.0 174 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 6257.3 213 6257.6 225 6257.8 265
GR 6257.3 295 6257.7 325 6257.1 355 6257.0 405 6256.8 495
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
X3 10 250 6258.7 6258.4 6258. 4
GR 6268.0 u 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 r
GR 6258.7 211 6258.2 212 6258.7 250 6257.9 279 6258.2 - 290 ~-
GR 6258.5 320 6258.1 490 6256.8 540 6257.0 590 6261.0 b90
GR 626,1..2 730 b271. 4 747 co273 8 77':'
SB 1.00 1.5 3.0 0.00 14 0.00 126 0,00 6251.7 b247 ,"
Xl 1180 " 25 59 73 185 211 21\
X2 0.00 0.00 1.0 6260.7 6262.9 "
X3 10 6262.9 6262. 9
81 sq 6262.9 6260.7 73 6262.9 6260.7
GR 6271. I) 0 6:65.1 40 6203.8 55 6262 ,9 5'~ 6251. 7 59 f
GR 6251. ; 73 62(;2.9 73 6262.6 91 6262. 3 116 6261.7 160
GR 6260.4 266 6260.5 334 6260.3 350 6261 .2 395 6/60.4 439 '~
GR 6258.0 446 6261.2 453 6261.6 466 6262.0 481 6262.0 503
GR 6:263.1 526 6263,3 566 6265.6 618 6266.9 672 6271. 4 b78
I ,,~\NSI 1 IlJI'-1 ,;BOv'E GHRF rt.:LD 3TRELT IN _ET
Xl t200 28 60 84 25 25 25 O!"
X3 10 93 6262.8 6260.5 6260.5 ~'
BR 6272.0 0 6268.0 30 6267.0 48 :~_Q_,}_-=i '; --.90 6258.8 60
GR 6256.1 66 6251. 8 66 6251.8 78 6256.1 78 6258.8 84 ;"-
OR ~3_~_O__~.? . -._J~i-"') L6262.8 93 6261.7 172 6260.5 272 6260.6 340
GR 6260. <1 356 6.26-1.3 401 6260. 4 445 6258.1 452 6261.3 459 'p'
r,P f--.?f. I , 47'7 0'.71'-,:-:' , 487 t-,'-)I-,'::' , <;"c~ /-.71'-.<. ? ",.,.,? f-.':""-,~ 4 'i7? ,() ..