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FLOOD03549
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Last modified
1/25/2010 6:27:36 PM
Creation date
10/4/2006 11:51:29 PM
Metadata
Fields
Template:
Floodplain Documents
County
Rio Blanco
Community
Meeker, Town of
Stream Name
White River
Basin
Yampa/White
Title
Floodplain Information Report
Date
6/1/1978
Prepared For
Meeker, Rio Blanco County
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br /> Table 18 <br />I FLOOD FREQUENCY- ELEVATION AND DISCHARGE DATA <br /> SULPHUR CREEK, MEEKER, COLORADO <br />I lo-Year Flood 50-Year Flood 10o-Year Flood 50o-Year Flood <br /> Ref. Station Stream Bed Peak Dis.-820cfs Peak Dis.-1510cfs.Peak Dis.-1850cfs Peak Dis.-3300cfs <br />I Point From Mouth Elevation Crest Elevation Crest Elevation Crest Elevation Crest Elevation <br />No. (Feet) Identification (Feet MSL) (Ft.MSL) (Ft.MSL) (Ft.MSL) (Ft.MSL) <br /> 1000 0+00 Confluence White River 6218.0 6223,1 ( 400cfs) 6223.1 (400cfs) 6223.1 (400 cfs) 6223.1 (400 cfs) <br />I 1010 2+78 6219.5 6225.2 II 6225.2 " 6225.2 " 6225.2 " <br />1030 4+97 6222.8 6228.6 II 6228.6 " 6228.6 " 6228.6 " <br /> 1050. 8+15 Market St. 6225.7 6231.5 " 6231. 5 " 6231. 5 " 6231.5 " <br />I 1070 8+97 Market St. 6226.2 6233.3 " 6233.3 " 6233.3 " 6233.3 " <br />1080. 10+49 6230.2 6233.4 " 6233.4 " 6233.4 " 6233.4 " <br />1090 11+47 6232.0 6237.0 II 6237.0 " 6237.0 " 6237.0 " <br /> 1100 12+13 Main St. 6234.4 6238.9 " 6238.9 II 6238.9 " 6238.9 " <br />I 1120 12+93 Main St. 6236.0 6245.1 " 6245.6 " 6246.1 " 6246.6 " <br />1130 14+43 6240.0 6244.9 ( 430cfs) 6245.4 ( 500cfs) 6245.9 (600cfs) 6246.3 (700 cfs) <br /> 1140. 15+83 6241. 7 6247.0 " 6247.3 " 6247.8 " 6248.2 " <br />I 1150 16+77 6243.7 6247.6 " 6247.9 " 6248.4 " 6248.8 " <br />1160 18+06 6245.0 6250.8 " 6251.0 " 6251. 3 " 6251.6 " <br /> 1170 19+08 6248.4 6252.7 " 6253.2 " 6353.7 " 6254.1 " <br />I 1180 19+88 Garfield St. 6250.1 6253.7 " 6254.0 " 6254.3 " 6254.5 " <br />1190. 21+28 Garfield St. 6256,7 6258.3 " 6358.8 (1510cfs) 6259.0 (1850cfs) 6259.6 (3300 cfs) <br />1200 22+08 Garfield St. 6252.9 6262.0 ( 820cfs) 6263.0 " 6263.5 " 6265.0 " <br /> 1210 23+13 6254.8 6262.6 " 6263.1 " 6263.6 " 6265.1 " <br />I 1230 27+15 6261.6 6267.2 " 6267.6 " 6267.7 " 6268.3 " <br />1260 32+43 6268.7 6273.0 " 6273.5 " 6273.7 " 6274.3 " <br /> 1270. 34+79 6271.6 6275.0 " 6275.6 " 6275.8 " 6276.4 " <br />I 1280 37+07 6273.2 6277.0 " 6277.8 . " 6278.1 " 6279.0 " <br />1290 39+53 6272.7 6278.4 " 6279.4 " 6279.8 " 6282.4 " <br /> 1300 41+89 6275,9 6282.3 " 6284.8 " 6285.8 " 6286.6 " <br /> 1310 44+53 6282.9 6290.6 " 6291. 0 " 6291. 2 " 6292.0 " <br />I 1320. 47+33 6283.6 6291. 4 II 6292.1 " 6292.4 " 6293.2 " <br />1330 50+21 6285.3 6291. 7 " 6292.6 " 6293,0 " 6294.1 " <br /> 1340 53+93 6288.4 6293.8 " 6295.6 " 6296.3 " 6298.7 " <br />I 1350 58+03 Check Dam 6305.5 6306.3 " 6306.6 " 6306.8 " 6307.3 " <br />1360 62+88 6301. 6 6307.7 " 6309.1 " 6309.5 " 6310.9 " <br /> 1370. 67+37 6304.5 6308.4 " 6310.2 " 6310.8 " 6312.6 " <br />I 1380 70+98 6304.6 6309.9 " 6311. 9 " 6312.6 " 6314.8 " <br />1390 72+66 6306.0 6310.5 " 6312.5 " 6313.3 " 6315.4 " <br />I .mustrated Cross Section <br />I <br />I <br /> -14- <br />I <br />
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