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Last modified
11/23/2009 1:21:56 PM
Creation date
10/4/2006 9:12:19 PM
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Template:
Floodplain Documents
County
Arapahoe
Stream Name
South Platte
Title
Union Avenue Boat Drop
Date
1/1/1983
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />.r,.. <br />_-::. <br /> <br />, <br /> <br />union Avenue Boat Chute Alternatives <br /> <br />Two alternatives identified by the consultant and two <br />requested by the informal technical committee (CNCB. State <br />Engineer. Urban Drainage) offer a range of approaches to <br />improving boating safety and the boating experience on the <br />South Platte River. All of the alternatives have some <br />characteristics in common: <br /> <br />All are outside the existing Union Avenue weir. <br /> <br />All are on the west bank. <br /> <br />All have water flow only when the river flow exceeds <br />100 cfs. the amount needed to meet the City of <br />Englewood's water supply call. <br /> <br />All designs are functional over a range of 100 to 500 <br />cfs in the chute. Over the past 15 years of record. <br />water flow was adequate for boating from May through <br />August 50 to 60 percent of the time. Flows over 1.500 <br />cfs are considered too high for safe boating on the <br />river. <br /> <br />Alternative 4: This design consists of a straight forward drop <br />and pool approach using 7 drops of about 2 feet each. The <br />chute design uses structural concrete and grouted rock adjacent <br />to the existing retaining wall. Cost = $1.253 M <br /> <br />Alternative 5: The overall length of this alternative is 2.600 <br />feet. contrasted with 750 feet for alternative 4. This <br />approach would essentially reconstruct the original river <br />channel and connect with a remaining oxbow for reentry to the <br />river. It would have a landscaped natural appearance. It <br />would also expand upon boating use by providing kayaking <br />practice pools. a competition course. and water quality <br />improvement in the existing .tagnant oxbow. It would require <br />purchase of additional property. Cost = $1.209 M <br /> <br />Alternative 4A: This alternative uses some features of both of <br />the previous approaches. It uses that landscaped concept of <br />alternative 5. but has the earlier reentry to the river used in <br />alternative 4. Future expansion into the oxbow is retained. <br />The boating gradients in the structure are somewhat steeper <br />than in previous alternatives. Cost = 1.152 M <br /> <br />5052E <br />
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