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FLOOD07117
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FLOOD07117
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Last modified
1/25/2010 7:10:53 PM
Creation date
10/5/2006 2:45:43 AM
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Floodplain Documents
County
Arapahoe
Stream Name
South Platte
Basin
South Platte
Title
Union Avenue Boat Drop
Date
1/1/1983
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Easement
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<br />c <br /> <br /> <br />\ vJ ul. <br />W. <br />~.t~q~. <br /> <br />~s~. <br /> <br />, <br /> <br />. <br /> <br />. <br /> <br />BROWN DITCH WEIRS BOAT CHUTES <br />WORK PLAN <br />PAGE 3 <br /> <br />5. FINAL DESIGN <br /> <br />a. Prepare one 24" x 36" drawing for each drop structure containing <br />plan, profile, typical sections, and technical specifications ap- <br />.plicable to boat chute construction. <br /> <br />b. Meet with U.S. Army Corps of Engineers design personnel to insure <br />complete understanding and to insure adequate communications on de- <br />sign Objectives. <br /> <br />6. PROTOTYPE ANALYSIS <br /> <br />The analysis and testing of existing river drops will commence after the <br />selection of one best alternative boat chute. This will be the first <br />week in April. Work will include: <br /> <br />a. Perform a field instrument survey of an existing boat chute and weir <br />to determine exact as-built dimensions. <br /> <br />b. We would hire a large hydraulic backhoe for one day with adequate <br />lifting capability for study of the check dam and boat chute charac- <br />teristics under various conditions. Minor modifications would be <br />made to the drop structure by removing and replacing rocks to test <br />various flow characteristics in the field. Arrangements would be <br />made with the tender of Chatfield Dam for special releases for the <br />testing work after clearance with the State Engineer of Colorado so <br />that all water used would be delivered to a bona fide water user <br />downstream . <br /> <br />c. The field analyses would be performed by competent hydraulic person- <br />nel of Wright Water Engineers and our panel of boating experts. <br /> <br />d. The work on the full sized prototype structure in the field would be <br />expected to take approximately three weeks from commencement of work <br />through the final hydraulic engineering report. <br /> <br />7. OPERATION AND MAINTENANCE MANUAL <br /> <br />A short practical Operation and Maintenance Manual will be prepared fol- <br />lowing submittal of the final design. This will be submitted two weeks <br />following April 25, 1986. <br /> <br />8. SUPPORT FACILITIES <br />. <br /> <br />The planning and design of the support facilities consisting of take-out <br />landings, put-in landings, portage trails, and signage is an important <br />
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