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Last modified
1/25/2010 7:10:27 PM
Creation date
10/5/2006 2:37:03 AM
Metadata
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Template:
Floodplain Documents
County
Huerfano
Community
Walsenburg
Basin
Arkansas
Title
Drainage Ditch Evaluation: Walsenburg Colorado
Date
4/25/1996
Prepared For
CWCB
Prepared By
Colorado School of Mines
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />. <br />. <br />. <br />. <br />I <br />I <br />. <br />. <br />. <br /> <br />n.2.0.2 Dimensions until underground again. At S. Pioneer Ave. and W. 4th Street, <br /> <br /> <br />the opening of the ditch above ground, or cement culvert, is about 4'6" wide and 2'10" <br /> <br /> <br />high. At this location, the top width is 13' with a bottom width of 10'6" and a height of <br /> <br /> <br />3'10". At S Hendren Street and W. 4th, at the entrance of the water from a 4' by 3' <br /> <br />cement culvert, a wooden barrier with a top width of 6'8" restricts flow. Just past this <br /> <br /> <br />barrier, the top width is 10' with a bottom width of5'6" and a height of2'7". The ditch <br /> <br /> <br />goes underground again until right before the storm drain enters at Colorado Avenue and <br /> <br /> <br />Russell Avenue. It reopens with a metal culvert with top width of 15', bottom width of <br /> <br /> <br />11', and a height 0[3'8". <br /> <br />n.2.0.3 Dimensions at drain intersection. Parallel to Russell Avenue is a sandstone <br /> <br /> <br />opening of the ditch flow with a width of5'6" and a height of2'3". Right afterthe drain <br /> <br /> <br />enters the ditch, measurements of an 18' top width, 6'6" bottom width, and 4'8" height <br /> <br /> <br />were taken. At this location, the banks were reinforced with cement. <br /> <br />n.2.0.4 Continuing path and intersection at 1-25. The ditch runs along Colorado <br /> <br /> <br />Avenue until it reaches 1-25. At the culvert under 1-25, a large bottleneck has been <br /> <br /> <br />created because of the large amount of water flowing in the ditch that cannot flow through <br /> <br /> <br />the small 6 feet diameter culvert. This culvert has a reported limited carrying capacity of <br /> <br />200 cubic feet per second [13]. The culvert cannot be enlarged, moved, or changed to <br /> <br /> <br />carry more water through it. <br /> <br />7 <br />
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