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FLOOD05756
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Last modified
1/25/2010 6:50:06 PM
Creation date
10/5/2006 1:46:27 AM
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Template:
Floodplain Documents
County
Weld
Basin
South Platte
Title
Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
Date
12/6/1999
Prepared For
Weld County Public Works
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />(;- Hc..C- <br /> <br />Z/l; <br /> <br /> <br />e <br /> <br />3 <br /> <br />CURRENT DATE: 03-23-1999 <br />CURRENT TIME: 11:46:12 <br /> <br />FILE DATE: 03-23-1999 <br />FILE NAME: GSH52C <br /> <br />0000000000000000000000000000000000000000000000000<>00000000<>00000000000000000"000 <br /> <br />TAILWATER <br /> <br />00000000000000000000000000 <br /> <br />000000<>00000000000<>0000000000000000000000<>000000000000000000000000<>0000000000000 <br /> <br />00000000000000000000000000<>0000000000000000000000000000000000000000000<>000000000 <br /> <br />TAILWATER RATING CURVE <br />FLOW (cfs) W.S.E. (ft) DEPTH 1ft) <br /> 0 4960.13 -2.53 <br /> 500 4968.04 5.38 <br /> 1100 4975.04 12.38 <br /> 1650 4975.62 12.96 <br /> 2200 4975.90 13.24 <br /> 2750 4976.12 13.46 <br /> 3300 4976.30 13.64 <br /> 3850 4976.47 13.81 <br /> 4400 4976.63 13.97 <br /> 4950 4976.78 14.12 <br /> 5500 4976.92 14.26 <br /> <br />00000000000000000000000000000000000000000000000000000000000000000000000000<>00000 <br /> <br />00000000000000000000000000000000000000000000000000000000000000000000000000000000 <br /> <br />ROADWAY OVER~OPPING DATA <br /> <br />00000000000000000000000000000000000000000000000000000000000000000000000000000000 <br /> <br /> ROADWAY SORFACE GRAVEL <br /> EMBANKMENT TOP WIDTH 80.00 ft <br />*"'*** USER DEFINED ROADWAY PROFILE <br /> CROSS-SECTION X y <br />e COORD. NO. ft ft <br />1 0.00 4977.04 <br />2 53.07 4977.25 <br /> 3 104.95 4977.57 <br /> 4 158.29 4977.62 <br /> 5 210.54 4977.82 <br /> 6 263.93 4977.93 <br /> 7 314.48 4977.76 <br /> 8 368.35 4977.53 <br /> 9 420.63 4977.38 <br /> 10 470.66 4976.96 <br /> 11 524.15 4977.03 <br /> 1: 575.05 4978.12 <br /> 13 627.64 4979.07 <br /> 14 682.22 4979.35 <br /> <br />0000000000"000"00000"000"""0""0000000000000000"000000000000000000000000000000000 <br /> <br />. <br />
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