My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Public Works Committee - 01/18/2000
Ramsey
>
Public
>
Agendas
>
Public Works Committee
>
2000 - 2009
>
2000
>
Agenda - Public Works Committee - 01/18/2000
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/13/2025 1:27:10 PM
Creation date
9/9/2003 9:05:20 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Public Works Committee
Document Date
01/18/2000
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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).
View images
View plain text
,Disadvantages <br /> <br />Valuable commercial property is being used for stormwater pending. <br />Water could potentially remain in the pipe to elevation 854.7, which is <br />higher than the pipe inverts. However, even if the pipe would freeze to <br />elevation 8,54.7, more than 1/,3 of the pipe would remain open. It is <br />unlikely that the pipe would freeze pa.st the 48" ReP's since the pipe is <br />deep. <br /> <br />Summary of Alternative 3 <br /> <br />Descri0tion , <br /> <br />This alternative is simila~r to Alternative 2 except that the proposed pond outlet would <br />connect to an existing storm sewer to the south as shown on Figure 3. The total cost of <br />this alternative is $4:~4,098. <br /> <br />Advantages <br /> <br />Provides better flood protection that the three "non-pending" alternatives. <br />All pipe inverts are above the pond normal elevation. <br />The portion of storm sewer west of the proposed pond could be installed <br />when needed. <br /> <br />Disadvanta¢les <br /> <br />· <br /> <br />Valuable commercial property is being used for stormwater ponding. <br />A portion of Tungsten Street will need to be reconstructed to install the <br />outlet. <br />Approximately 210 feet of pipe would need to be jacked under Highway <br />10. tt may be difficult to control the pipe invert at the proposed slope of <br />0.15%. <br />Discharging to the Tungsten Street storm sewer would influence the <br />existing flood elevation in that system. <br /> <br />Summary of Alternative 4 <br /> <br />D~es_cription <br /> <br />Alternative 4'is similar to Alternative 1 except that the control structure which controls <br />the pond overflow would be located directly south of the existing stormwater pond as <br />shown on Figure 4, All Iow flows would be conveyed to the existing pond for water <br />quality treatment, Flows above elevation 854 would be conveyed to the Sunfish Lake <br />Bird, system with a separate storm sewer line, The total cost of this alternative is <br />$441,375. <br /> <br />Page 2 of 3 <br />\\Ha01\Shaxad Docs\Munlcipal~RAMSEY~417~RA417AItSummaria~,doc <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.