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FLOOD00644
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Last modified
11/23/2009 1:21:37 PM
Creation date
10/4/2006 9:24:20 PM
Metadata
Fields
Template:
Floodplain Documents
County
Logan
Community
Sterling
Title
Flood Control and Drainage Prioritization Analyses - Sterling and Vicinity
Date
11/8/1995
Prepared For
Sterling
Prepared By
Lidstone & Anderson, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />'I <br />I <br />I <br />I <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />. Project engineer for the evaluation of the Spring Creek floodplain between Taft Hill Road <br />and the Pleasant Valley and Lake Canal in Fort Collins. He performed hydraulic <br />analyses for the extension of the Spring Creek trail and proposed Master Plan <br />improvements west of Taft Hill Road. Using the HEC-2 model, he delineated the <br />existing and proposed condition floodplains as well as the 6-inch rise floodway for Spring <br />Creek west of Taft Hill Road. <br /> <br />. Project engineer for the hydraulic evaluation of drainage facilities in the City of Golden, <br />CO. Mr. Doherty used the CUHP and SWMM models to analyze the downstream <br />impacts of the 6th Avenue West Estates detention ponds on the West Third Avenue <br />subdivision in the City of Golden. In addition, he designed improvements to the <br />detention pond outfall structures to reduce the impacts on the downstream system. <br /> <br />. Project engineer for the hydraulic evaluation of Dry Creek in the vicinity of E. Pershing <br />Blvd. in Cheyenne using the HEC-2 model. He developed an existing baseline condition <br />hydraulic model and delineated the existing condition 100-year floodplain for an 8,000 <br />foot reach of Dry Creek. Mr. Doherty also performed a hydraulic analysis of proposed <br />channel improvements which included the improvement of two channel crossings and the <br />rechannelization of 5,000 feet of Dry Creek. <br /> <br />. Project engineer for the hydraulic design of the Converse Street bridge across Dry Creek <br />in Cheyenne. Mr. Doherty developed on-site hydrology with HEC-l and performed the <br />hydraulic evaluation of a portion of Dry Creek and the hydraulic design of the Converse <br />Street bridge using the HEC-2 model. <br /> <br />. Project engineer for Wyoming AML Project 18, the restoration of Little Thumb Creek <br />downstream from an adjacent gravel mine, the Little Thumb Pit in Yellowstone National <br />Park. Mr. Doherty performed analyses to restore the channel to a geomorphically stable <br />pre-mining condition in the critical fish spawning reach, to reestablish this reach of the <br />channel as a fishery, and to stabilize the upstream reach of the channel, adjacent to the <br />reclaimed mine pit. <br /> <br />. Project engineer for the East Fork Carson River Stabilization study. Mr. Doherty <br />prepared portions of the HEC~ 2 model used for the hydraulic analysis of the river. He <br />also prepared design hydrographs which were used as part of the sediment transport <br />analysis of the river. <br /> <br />21 <br />
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