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FLOOD06919
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FLOOD06919
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Last modified
1/25/2010 7:10:20 PM
Creation date
10/5/2006 2:35:57 AM
Metadata
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Template:
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 />5 <br /> <br />A negative impact of both the open barrier and solid wall was expressed by Engle- <br />wood personnel. During the winter, ice forms in the intake channel and impedes the <br />flow of water into the intake pipes. This is handled presently by backflushing the <br />intake pipes. This breaks up the ice and pushes it into the river where it is then <br />carried downstream. The presence of the open barrier will impede the movement of <br />the broken ice into the river. The presense of a solid wall will prevent this move- <br />ment. Additional consultation with Englewood personnel is needed to solve this <br />apparent ice problem. The USBR will discuss this directly with Englewood as a <br />special service to the CWCB. <br /> <br />MINUTES OF MEETING <br />At the conclusion of the model observations, the group moved to the USBR auditor- <br />ium and held a meeting to listen to and discuss the participants' comments on vari- <br />ous aspects of the project. The meeting was chaired by David Walker of the CWCB. <br />These comments and discussions are listed below. <br /> <br />Mr. Bucholz, Omaha office of the USACE, has seen the model in action and all his <br />questions, expressed in his recent letter, have been answered. <br /> <br />Ben Urbonas of the UD&FCD has concerns with the embankment crest alignment down- <br />stream of the existing USACE dam. The flow overtopping the crest tends to attacks <br />the east (right) bank of the river. The crest's existing angle is ok but he suggested <br />adding a wedge-shaped volume of material downstream of the crest to direct the <br />flow away from the bank and towards the center of the river. He provided a sketch <br />of his idea on a recently prepared USBR map. Smaller material could be used on the <br />top of the wedge with large rock, possibly grouted, on the downstream slope. <br /> <br />This suggestion would increase the initial cost of the proposed project but will re- <br />duce future maintenance costs. WWE will investigate methods to reduce this cost. <br /> <br />Mr. Urbonas also suggested that the boatchute on the west bank of this crest be <br />moved away from the bank and angled sl1ghtly so that the west river bank would also <br />
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