My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD03503
CWCB
>
Floodplain Documents
>
Backfile
>
3001-4000
>
FLOOD03503
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:27:29 PM
Creation date
10/4/2006 11:49:04 PM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Golden
Stream Name
Tucker Gulch, Kenneys Run
Basin
South Platte
Title
Major Drainageway Planning
Date
9/1/1983
Prepared For
Golden, Jefferson County
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.
/
74
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 />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 />options available to the Golden High School are discussed in the <br />commentary for Sheet 7 of 12. <br /> <br />prob 1 ems and damage expected from a 100-year frequency runoff event. The <br />residual 100-year floodplain will remain essentially the same as presented in <br />the FHAO Report. <br /> <br />. The 23rd and 24th Street crossings of the West Fork Kenneys Run will be <br />replaced with 100-year capacity culverts as part of the selected plan. <br /> <br />Table 11-2 provides a summary of the estimated total cost of improvements for <br />the Kenneys Run drainageways. <br /> <br />. Flow restrictors are proposed for the Welch Ditch downstream of the <br />emergency spillway for the Welch Ditch Detention Basin on the West Fork <br />and downstream of the Boys School Road Detention Basin on the East Fork. <br />The restrictors will prevent storm runoff from exceeding the capacity of <br />the irrigation ditch and provide a controlled release point for excess <br />flows by specified grading of the ditch bank. <br /> <br />. A new storm sewer system is proposed for the East Fork Kenneys Run from <br />Jack son Street to the j unct i on box confl uence wi th the mai n stem of <br />Kenneys Run downstream of 20th Street. The sewer is desi gned to carry <br />runoff from the 10-year storm considering the impact of the two proposed <br />detention basins upstream. Other improvements associated with the storm <br />sewer inlet include new Type R inlets for improved street drainage and a <br />trashrack for the main storm sewer inlet at Jackson Street. <br /> <br />. A 10-year capacity grass-lined channel is proposed from the outlet of the <br />Interurban RR Detention Basin to the East Fork storm sewer inlet at <br />Jackson Street. Re-grading and partial removal of the abandoned R.R. <br />grade near Jackson Street will be required. <br /> <br />. Floodplain regulation and continued participation in the National Flood <br />Insurance Program is recommended for Kenneys Run. A I so, res i dents and <br />private property owners should be encouraged to purchase flood ins~rance. <br />Individual floodproofing by means of structural changes, grading, or <br />locating valuable contents to higher levels, should also be encouraged. <br /> <br />The master plan for Kenneys Run focuses on the benefits provided by three <br />proposed detention facilities. The overall impact of implementing this plan <br />will be a significant decrease in the frequency of flooding and corresponding <br />flood damages. The planned improvements will not significantly reduce <br /> <br />11-3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.