My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD09973
CWCB
>
Floodplain Documents
>
Backfile
>
9001-10000
>
FLOOD09973
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2010 10:12:06 AM
Creation date
10/5/2006 4:47:09 AM
Metadata
Fields
Template:
Floodplain Documents
County
Douglas
Elbert
Community
Denver
Stream Name
Cherry Creek
Basin
South Platte
Title
Flood Control on Cherry Creek Above Denver
Date
11/1/1939
Prepared For
State of Colorado
Prepared By
State Engineer
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
37
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />;IIS'~ORY OF ORIGINAL CASTLECOOD DAM (CONTtD.) <br /> <br />2.640 acre-feet in stcrage) and over-topping the dam about 18 inches. <br /> <br /> <br />V/hen a few laid masonry rocks in the downstream face of the spillway <br /> <br /> <br />section were loosened and displaced. the entire center and right abutment <br /> <br /> <br />sections crumbled quickly. releasing the entire over-filled reservoir of <br /> <br /> <br />water. The resulting flood crest, estimated at 126,000 sec. ft.. immedia- <br /> <br /> <br />tely bolo\'! the dam, diminished to 34,000 sec. ft.. at the site of the <br /> <br /> <br />now existing Sullivan Barrier, and further diminished to 16.000 sec. ft. <br /> <br /> <br />in Denver, causing damages of approximately ()l,OOO.OOO in Cherry Creek <br /> <br /> <br />Valley and in Denver. Viithout question, had the Sullivan Barrier then <br /> <br /> <br />been functioning, all of the damages in Denver would have been avoided. <br /> <br />U. S. BUREAU OF RECLJUI~_TION REPORT <br /> <br />RECOlTS1'RUCTlm! OF CASTLEHOOD DAli. <br /> <br />Plans for the reconstruction of Castlewood Dam at its <br /> <br /> <br />former site and to a greatly increased size. for the dual purposes of <br /> <br /> <br />irrigation ( to serve the proposed "Cherry creek Project", hereinafter <br /> <br /> <br />described) and flood contrcl. have been prepared (Report of .April. 1938) <br /> <br /> <br />by the Recllllnation Bureau. .An alternate upstream site covered by the <br /> <br /> <br />Bureau Report is not herein discussed. <br /> <br /> <br />The proposed dam is 860-feet long at the top, 35-feet <br />wide at its crest. and 165-feet high above streambed level. The rolled, <br />earth-fill is covered with 3-feet of protective rock riprap on the up- <br />stream face. and a rock blanket on the downstream face. The irrigation <br />outlet is a 7-ft. di~~eter. concrete lined tunnel, 1060-feet long, of <br /> <br /> <br />capaoity (through outlet gates-reservoir full) of 500 sec. ft. Spillway <br /> <br /> <br />is an uncontrolled outlet conduit of 2,000 sec. ft. capacity, located <br /> <br /> <br />-10- <br />
The URL can be used to link to this page
Your browser does not support the video tag.