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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 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 Monroe Creek. This study and design included field investigations, <br />an evaluation of area hydrology to define design discharges, and hydraulic (HEC-2) <br />analyses of existing and with-project conditions to assess flooding potential and evaluate <br />sediment transport processes. The hydraulic/stable channel design include a 20'W x <br />IO'H RCB culvert and relocation of nearly 7900 feet of the Monroe Creek channel near <br />Weiser, Idaho. <br /> <br />. Special technical consultant for the Strawberry Road Bridge replacement. The study <br />provided the hydraulic and channel stability analyses of both existing and with-project <br />conditions for the Old Strawberry Road Bridge replacement project in the Stanislaus <br />National Forest, California. The study included field investigations, hydrologic analyses, <br />hydraulic analyses for both the existing and proposed bridge configurations, scour <br />analyses, and the design of channel bed and bank protection in the vicinity of the bridge. <br /> <br />. Engineer-in-charge of the Napa River Sedimentation Study. This project included the <br />hydraulic evaluation and sedimentation study of the Napa River through the City of <br />Napa, California. The study was conducted for with-project conditions proposed by the <br />U.S. Army Corps of Engineers to provide flood protection for the City of Napa. <br />Channel stability analyses were also conducted and stabilization measures designed to <br />minimize bed level changes and future dredging requirements. <br /> <br />15 <br />
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