My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD08251
CWCB
>
Floodplain Documents
>
Backfile
>
7001-8000
>
FLOOD08251
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2010 10:12:02 AM
Creation date
10/5/2006 3:29:57 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Douglas
Community
Englewood, Cherry Hills Village, Greenwood Village
Stream Name
Little Dry Creek
Basin
South Platte
Title
Major Drainageway Planning
Date
2/1/1974
Prepared For
Arapahoe County / Douglas County / Englwewood / Cherry Hills Village
Prepared By
UDFCD
Contract/PO #
&&
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.
/
107
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 />I <br /> <br />I <br /> <br />Phase B. Preliminary Design <br /> <br />I <br /> <br />I <br /> <br />1. Prepare final hydrologic studies in hydrograph form to determine <br /> <br /> <br />the magnitude and volume of flood runoff for design purposes. <br /> <br /> <br />2. Develop design criteria for the selected plan. <br /> <br /> <br />3. Prepare topographic mapping having a 1" = 200' scale with a tw<)- <br /> <br /> <br />foot contour interval for plan and profile purposes and having a <br /> <br /> <br />1" = 100' scale with a two-foot contour interval for structure <br /> <br /> <br />and improvement drawings. <br /> <br /> <br />4. Develop channel and fl~od plain requirements and review them with <br /> <br /> <br />local officials. <br /> <br /> <br />S. Prepare plan and profile drawings of the stream channel and flood <br /> <br /> <br />plain, compJete with channel invert and flood profile water sur- <br /> <br /> <br />face elevations. <br /> <br /> <br />6. Prepare preliminary design drawings accompanied by a written re- <br /> <br /> <br />port presenting all data including a cost estimate of the work, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Only some 29 miles of major waterways were included in the scope of the <br /> <br /> <br />work, The many smaller tributaries in the basin were not specifically <br /> <br /> <br />treated, but their flows have been accounted for in the overall hydrolo- <br /> <br /> <br />gic analyses. Any flood problE'En along the smaller tributaries fall out- <br /> <br /> <br />side of this study. <br /> <br />I <br /> <br />I <br /> <br />Phase A <br /> <br />Summary and Conclusions <br /> <br />I <br /> <br />The foregoing Phase A studies led to the development of five possible plans <br /> <br /> <br />for flood control along Little Dry Creek, as follows: <br /> <br />I <br /> <br />Plan A <br /> <br />I <br /> <br />I <br /> <br />1. Improve Englewood Dam to meet probable maximum precipitation <br /> <br /> <br />flood criteria. <br /> <br /> <br />2. Improve drainage channel from South Platte River to Cherry Hills <br /> <br /> <br />Country Club golf course to pass 7,200 cubic feet per second, <br /> <br /> <br />3. Improve Cinderella Conduit to pass 7,200 cubic feet per second. <br /> <br />I <br />I <br /> <br />I <br /> <br />-s- <br />
The URL can be used to link to this page
Your browser does not support the video tag.