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Last modified
1/25/2010 6:26:50 PM
Creation date
10/4/2006 11:37:44 PM
Metadata
Fields
Template:
Floodplain Documents
County
Morgan
Community
Wiggins
Stream Name
Kiowa Creek
Basin
South Platte
Title
Kiowa Creek at Wiggins Flood Warning System
Date
9/1/1990
Prepared For
Wiggins
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />16 April 1990 <br /> <br />Hydrologic Engineering Branch <br /> <br />Larry Lang, P.E. <br />Chief, Flood Control and Flood Plain <br />Management Section <br />Colorado Water Conservation Board <br />1313 Sherman Street. <br />Denver, Colorado 80203 <br /> <br />Dear Mr. Lang: <br /> <br />Mark Matulik of your staff and Mark Nelson from the Corps <br />met with Mr. David Wood and oi:her officials of the town of <br />Wiggins on March 21, 1990. A presentation of t:he Corps low <br />cost flood warning system was given. The town ()fficials are <br />very interested in having an automated flood warning system in- <br />stalled. They are concerned about the fact that Burlington <br />Northern must respond to a closure request from Denver and that <br />a crew might not arrive in t:ime. 'rhey :feel that automatic <br />flood detection is required in order to provide maximum warning <br />time. They also indicated that they would like your assistance <br />in determining if t:he Burlingt.on Northern Railroad would <br />sponsor the monthly phone bills from the gages, since the <br />railroad also has an interest: in closing the track during a <br />flood. <br /> <br />Following a site visit t:o the K.iowa Creek Basin, the Corps <br />would like to modify the Plan-of-Work. It is envisioned that <br />the flood warning system would consist of 2 flood detection <br />gages, which would transmit a message when the channel is about <br />1/4 bankfull and another when the stream is about to overflow <br />at each site. One gage would be located at the Highway 52 <br />bridge and another about 3 miles upsi:ream from the town. The <br />function of the upper gage ",rould be to detect large floods <br />moving down from the 80 percent of the basin above the highway. <br />The purpose of the downstream gage would be to detect floods <br />from storms cent'~red below Hiqhway 52,r improve the accuracy of <br />flood forecasts so that the flood closure structures are only <br />operated when needed and to provide back-up. <br />
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