My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 10/27/1998
Ramsey
>
Public
>
Agendas
>
Council
>
1998
>
Agenda - Council - 10/27/1998
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/27/2025 3:42:16 PM
Creation date
9/18/2003 7:53:52 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
10/27/1998
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.
/
284
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
Steve Jankowski <br />Page 2 <br />November 19, 1997 <br /> <br />Location C, South of CR 116, in the Magnesium Pond area <br /> A stormwater system was constructed on the property line west of the First <br /> Team Sports Building and just west of the American Paper Shredders <br /> Building.The system extends from Lurid Blvd. to a point just south of County <br /> State Aid Highway 116 (Industry Avenue). At the north end of the system a <br /> 27 inch diameter R.C.P. storm pipe was extended northerly, intended solely for <br /> future use by the City of Ramsey or by Anoka County. The pipe is available <br /> either for direct area runoff or for pond outflow with a capacity of 10 cfs. <br /> <br />The Anoka Stormweter System pr.o~fi.ded the three locations A, B, and C '¢,,ith the <br />specific intention to make these 'pipes available for potential City of Ramsey use. <br />Locations A & B are available for off peak stormwater pond depletion. Location C was <br />intended for possible direct runoff from Anoka County Right of Way and for long time <br />period flow associated with depletion of the potential high storage volume in Ramsey's <br />Magnesium Pond. The City of Anoka was aware of future planning for CSAH 116 <br />upgrading, and of past Magnesium Pond flooding. The pipe at Location C may help <br />solve these problems. Combined, the outflow rate Location A, B and C from Ramsey <br />to Anoka can be at least 25 cfs and as much as 40 cfs which is the outflow rate from <br />Anoka's Phase 3 pond to the Thurston Avenue trunk system with the key factor being <br />that the flow must be "off peak", i.e. detained by City of Ramsey storage. <br /> <br />Just south of CR 116 and just east of The City of Ramsey there is a wetland located <br />within Anoka labeled on the sketch as "Lot 3 Pond". At one time, prior to <br />construction of CR 116, this wetland was likely contiguous with Magnesium Pond. <br />There is a culvert under CR 116 that has a very significant south to north slope. The <br />north end of the culvert is submerged. The invert of the south end is about 1-1/2 feet <br />above the current water level in the Lot 3 pond. After construction by Anoka of the <br />Enterprise Park Storm System as shown, there is no need for outflow of water flow <br />from Anoka areas Sout|~' of CR ii6 ~o'~he'Magnesium Pond in Ramsey.' 'i'his CF( 1 'i ~ <br />culvert is no longer necessary. The intent has been to plug and abandon 'the culvert. <br />The south end of this culvert will be permanently plugged so no City of Anoka flow <br />is conveyed north. <br /> <br />The Lot 3 pond is a special situation in that it is not intended as a major stormwater <br />retention facility. The Anoka pipe system design provided sufficient conveyance <br />capacity in the storm pipe leading southerly from CR 116 to Lund Blvd. so that the Lot <br />3 pond does not have to accept impervious surface stormwater runoff from a future <br />development on Lot 3. It is the intent to utilize and improve this pond as an amenity <br />to the property and not as a high use stormwater basin. This is a fairly small pond. <br /> <br />I--~ Hakanson <br /> Anderson <br /> Assoc., Inc. <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.