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FLOOD03543
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Last modified
1/25/2010 6:27:35 PM
Creation date
10/4/2006 11:50:36 PM
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 /> <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 /> <br /> <br />MEMORANDUM <br /> <br />To: <br /> <br />David Walker, ewCB <br />Wright Water EngineerS~ ~ <br />March 14, 1989 <br /> <br />From: <br /> <br />Date: <br /> <br />Subject: <br /> <br />Union Avenue Boatchute Model <br /> <br />On March 9, Mr. Ferguson of Wright Water Engineers met with the Platte River Project <br />Manager, Bob Buchholz of the USACE, at the USBR labs to view the model. Also in . <br />attendance were Greg Moore (USACE-Denver), Cliff Pugh, Jerry Fitzwater, and Cassie ~ <br />Klump (USBR). - <br />Ii <br />The model and its operation was observed at 300 cfs and 1000 cfs. Video tapes were also It <br />viewed of the 50 and 100 year flood flows. ~ <br />z <br />is <br />2 <br />w <br />It <br /> <br />~ <br />3 <br />~ <br />I <br />1!I <br />- <br />It <br /> <br />Mr. Buchholz asked many questions pertaining to construction, materials, flows, and general <br />observations. He stated he had viewed the tapes of the January 18 demonstration and <br />approved the layout and concepts. A USACE letter was being processed containing several <br />questions. When that letter is received, the questions should be ignored because Mr. <br />Buchholz said a1l are now answered to his satisfaction. He is satisfied with the proposed <br />layout and its ability to convey flood flows. <br /> <br />Mr. Buchholz believes that the USBR model reliably represents the river and dam at <br />Union Avenue and that the hydraulic evaluation by the USBR is satisfactory. Further, he <br />was impressed with the technical work on the model construction. He feels that the 100 <br />year flow wi1l be adequately handled without creating flow problems. <br /> <br />Mr. Moore of the USACE indicated that the present dam boatchute configuration <br />represents a marked improvement over the January 18, 1989 configuration which had <br />evolved from prior trial layouts. <br /> <br />The conclusions reached at the model viewing and hydraulic operation are: <br /> <br />1) USACE objectives are being met. <br /> <br /> <br />2) Flood characteristics will be satisfactory. <br /> <br />3) USACE questions have been resolved. <br /> <br /> <br />- <br />
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