My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 10/23/2018
Ramsey
>
Public
>
Agendas
>
Council
>
2018
>
Agenda - Council - 10/23/2018
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/17/2025 2:56:53 PM
Creation date
11/30/2018 9:54:11 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
10/23/2018
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.
/
660
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
Review File: National Self Storage, Regency Ponds <br />Site Plan Submittal <br />Engineering Review <br />February 7, 2017 <br />Page 2 of 3 <br />C 3.1 <br />1. Per general comment #1, a legend is required showing all symbols used on the sheet. <br />2. A clay liner must be installed in the pond below the 100-year HWL. A liner is required to <br />comply with the current rules for no infiltration on this project. <br />3. Add the following to note 9. "Streets must be swept within 3 hours of notification from <br />the City that sweeping is required. <br />C 3.2 <br />1. Add the following under termination of coverage "The City mu approve the Notice of <br />Termination prior to submittal. All Erosion Control inspectiomust be submitted to <br />the City prior issuance of the Certificate of Occupancy." <br />C 4.1 <br />1. Note 13 the correct City contact is Mike McDowall. <br />Stormwater Calculations <br />A stormwater summary report was submitted viewed. The report identifies 3 drainage <br />areas on the existing site and tabulates the <br />100 year storm. The discharge points for the age areas are Ramsey Boulevard, Bunker <br />Lake Boulevard and the existing pond in the egency Pond development to the east. The <br />report also tabulates the proposed runoff for these same drainage areas. The City finds that <br />the proposed runoff rates are different than reported in the table. The table below shows the <br />difference observed for Ramsey Boulevard. <br />Event <br />2 yr. <br />10 yr. <br />100 yr. <br />the existing condition for the 2, 10 and <br />Boulevard (2S, 5P) <br />x(140eRamsey <br />Proposed Difference <br />0.9 +0.9 <br />1.6 +1.5 <br />1.8 4.3 +2.5 <br />The Ramsey Boulevard and Bunker Lake Boulevard storm sewers were not designed to <br />accommodate runoff from the adjacent properties. An analysis of these systems will be <br />required to demonstrate that adding water to the system will not increase the spread on the <br />pavement. <br />This project will be required to contribute to the infiltration mitigation fund in lieu of <br />installing infiltration on site. The amount of the contribution is the estimated cost to <br />construct an infiltration basin sized for this project. The project engineer prepares the <br />calculations and the City reviews the calculations and recommends the amount to be included <br />in the Development Agreement. <br />
The URL can be used to link to this page
Your browser does not support the video tag.