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 6222.0 1790 6220.8 1860 6221.8 2050 0220'.9 22::',0 6222.0 2360
GR 6224.0 2495 6226.0 2710 6228.0 2800 6230.0 2865 6231.7 2970 .." "
-",
Ne 0.045 0, 045 0.020 0.100 0.300
Xl 1000.1 59 ~111;L ~ 1"\9:;. 155 45 140 0.000 0.000 0
X3 10 6229.4 6229.4
GR 6232.5 0 6232.0 30 6230.0 205 6228.0 380 6226.0 635
GR 6224.0 770 6224.0 970 6223.5 1065 6224.0 1140 6224.0 1280
GR 6222.0 1320 6220.5 1355 6222.0 1390 6221.1 1432 6221.6 1445
..GJJ., 6222.7 1455 6229.4 1472 6218.4 1472 6218.4 1473 6222.4 1473
GR 6222.4 1475 6218.4 1475 6218.4 1477 6222.4 1477 6222.4 1479
OR 6218.4 1479 6218.4 1481 6222.4 1481 6222.4 1483 6218.4 1483
GR 6218.4 1485 6222 4 1485 6222.4 1487 6218.4 1487 6218.4 1489
GR 6222.4 1489 6222.4 1491 6218.4 1491 6218.4 1492 6229.4 1492~
GR 6225.3 1504 6226.0 1515 6222.5 1523 6222.0 1532 6223.0 1580
GR 6222.0 1660 6222.0 1805 6222.5 1830 6222.0 1880 6222.0 1910
GR 6223.1 2085 6222.0 2245 6224.0 2330 6224.0 2425 6226.0 2635
GR 6228.0 2670 6230.0 2775 6232.0 2840 6232.7 2885
1
09/24/90 13:08:33 PAGE 2
1l?J- \"1.1f)..
Xl 1000.2 35 ~ +S+>- 200 30 100 0.000 0.000 0
X3 10 6229.6 6229.6
GR 6234.0 0 6232.0 20 6230.0 400 6228.0 660 6226.5 700
GR 6228.0 745 6228 0 805 6226.0 1025 6224.0 1340 6222.0 1370
GR 6222.0 1465 6224.0 1530 6222.4 1682 6223.6 1708 6224.2 1712
GR 6229.6 1722 6218.6 1722 6218.6 1742 6229.6 1742 6225.9 1754
GR 6225.7 1758 6222.6 1765 6222.0 1772 6221.9 1782 6223.0 1825
GR 6222.0 2010 6222.9 2080 6222.0 2130 6224.0 2530 6226.0 2705
GR 6226.0 2770 6228.0 2815 6230.0 2920 6232.0 2975 6233.3 3015
Xl 1000.3 47 _'~~~: ) 1696 75 55 50 0.000 0.000 0 ~
~.:-:;:::
X3 10 6230.2 6230.2 ~
GR 6232.0 0 62"'3"3-:-&--" 85 6232.0 200 6230.0 240 6228.0 280
GR 6227.0 560 6228.0 620 6230.0 640 6230.0 765 6228.0 830
GR 6226.0 900 6224.0 1260 6222.5 1270 6224.0 1280 6222.5 1290
GR 6224.0 1295 6224.0 1315 6222.5 1320 6224.0 1330 6224.5 1440
GR 6223.7 1630 6224.2 1657 6224 9 1660 6226.3 1664 6224.8 1664
GR 6219.2 1675 6219.2 1685 6224.8 1696 6226 3 1696 6226.4 1700
GR 6223.0 1713 6222.4 1720 6222 4 1730 6223.0 1765 6222.0 1980
GR 6222.0 2035 6224.0 2110 6225.0 2210 6226.0 2370 6228.0 2435
GR 6230.0 2455 6228.6 2515 622g.6 2575 6230.0 2675 6232.0 2730
GR 6234.0 2740 6234.6 2780
NC 0.045 0.045 0.035 0.100 0.300
WATER STREET
Xl 1030 31 :H-e-&- IbDS- ~lbb'> 265 120 207 0 .000 0.000 0, 000
X3 10
GR 6233.5 0 6232.0 15 6230.0 50 6228.0 765 6227 ,0 860
(-;R t,2:?8.0 1045 62='6.0 1145 6226.0 1185 6227.0 1210 6226. 0 1235
GF' 6:::25.4 136":> 0226.0 1~.60 6226.5 1585 L~2:;7. CJ 1603 6227.4 1(,24
GR 6227. :2 1627 6222.2 1637 6222.1 1639 6222.8 1640 6226.9 1647
GR 6227 ,2 164iJ 6226.6 1667 6225.7 1685 6226.0 1905 6228.0 1930
GR 6228. 0 1980 6230.0 2040 6228.8 2090 6230.0 2125 6232.0 2135
GR 6234. 0 2310 6234.0 2330 6235.5 2380
NC " 04~) o. 04~j 0.020 0.100 0 .300
BELOW MARKET STREET TRANS11 .rm~
Xl 1040 36 879 911 230 340 288 0.000 0.000 0.000
X3 10 866 6231 0 6230.7 6230.7
GR 6236 4 0 6236.0 50 6234.0 60 6232.0 70 6232.0 110
OR 6234.0 135 6234 ,0 175 6232.0 240 6230.0 265 6228.9 360
OR 6=28 0 475 6227 ,5 51::..0 6228 ,5 75,S 6227.7 795 6727 ,4 525
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