My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 01/25/2000
Ramsey
>
Public
>
Agendas
>
Council
>
2000
>
Agenda - Council - 01/25/2000
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/25/2025 1:38:10 PM
Creation date
9/8/2003 9:33:43 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
01/25/2000
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
304
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
I <br />I SUMMARY OF ALTERNATIVES <br /> I ~ummary of Alternative I <br /> <br />! <br />I <br />I <br />I <br /> <br />Descrip.tio.n. <br /> <br />Alternative 1 consists of cor'~structing a trunk storm sewer system along the north side of <br />the proposed drainage district as shown in Figure 1. The existing pond in Business <br />Park 95 will be used fol" wa",~r quality. The control st.,'uOure shown would consist of a <br />manhole and weir with the given elevations. All Io,'.r iiows would be conveyed lo the <br />~:;isting pond for watr~r.~qt!~iity treatment. Fiow~:' which overtop the weir will <br />conveyed to an existin~ ::':orm sewer system along ~u,~;;$h Lake Boulevard. The <br />cost of this alternative is $~E 't,050. <br /> <br />,'kdv~ntaqes__ <br /> <br />Lowest c~,s'. ,.-~ mAtlve <br />Utilizes the ~: :!,tf,~g capacity of the Sur~s;, ',.a. ke Blvd. storm sewer <br /> .,_.~. finn-pond alternatives <br />Provides th" ' ' t flood protection of thru <br /> <br />Disadvantaqes. <br /> <br />Water oc, ulm ~otentially remain in tbs ,~:pe to elevation 855.2, wh:c;, :s <br />higher thru': ::,.~ pipe inve~s, However, c.~.mn if the pipe would fr~;,e to <br />elevation 8.~,~,°., more than half the piF~ v~ould remain open, it is ~nlil.mly <br />that the pipe WOL~ld freeze past the 54" ROP since the pipe is 74- feet deep. <br /> <br />[ Summary ofAIternaE'../~ 2 <br /> <br />'1 <br /> I <br /> I <br />I <br />I <br />I <br />I <br /> <br />. .De,scr. iption. . <br /> <br /> Alternative 2 consists of constructing a trunk storm sewer system along the north side of <br /> the proposed drainage district as shown in Figure 2. This alternative includes a <br /> proposed storm water pond on the Hunter Investment property. The control structure <br /> shown will operate as discussed in Alternative 1. The total cost of this alternative is <br /> $399,140. <br /> <br />Advantaqe_S <br /> <br />Provides the best flood protection of the two proposed "pond" alternatives. <br />Provides more flood protection than the three "non-pond" alternatives. <br />Utilizes the existing capacity of the Sunfish Lake Blvd. storm sewer. <br /> <br />Page 1 of 3 <br />\~Ha01~Sharecl Docs\MurilclpalV~,RAMSEY~.I ~RA417AItSummsries.doc <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.