My WebLink
|
Help
|
About
|
Sign Out
Home
Search
10/13/2021 P&Z Packet
LinoLakes
>
Advisory Boards & Commissions
>
Planning & Zoning Board
>
Packets
>
2021
>
10/13/2021 P&Z Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/5/2021 10:43:45 AM
Creation date
10/8/2021 4:08:50 PM
Metadata
Fields
Template:
P&Z
P&Z Document Type
P&Z Packet
Meeting Date
10/13/2021
P&Z Meeting Type
Regular
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.
/
234
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
The following drainage &utility easements are r-equir-e shown on the Preliminary Plat <br /> and are required on the Final Plat: <br /> oo CSAH 54/20t'Avenue=20 ft <br /> oo Side Lot Lines = 10 ft <br /> oo Amelia Lake=Delineated Wetland+ 10 ft or <br /> oo Amelia Lake=Floodplain 100 yr. Elevation+ 10 ft (whichever is greater) <br /> oo Wetlands =Delineated boundary+ 10 ft <br /> oo Stormwater Facilities =HWL+ 10 ft <br /> Storm Water Management and Erosion and Sediment Control <br /> Per City Code Section 1011.011, a stormwater management plan is required for all <br /> proposed land development activity if the site is within the 100-year floodplain or within <br /> 1,000 feet of a public water. Lake Amelia Woods is within the floodplain and shoreland <br /> district. <br /> Per the Storm Water Management Plan prepared by Civil Methods, Inc. dated June 18, <br /> 2020, the project is expected to disturb approximately 5 acres and add 2.22 acres of new <br /> impervious area to the site. Runoff from the site enters Lake Amelia at 4 general <br /> locations. Drainage patterns will be maintained from existing to proposed conditions. <br /> No other properties will be impacted by runoff from the project. Drainage from the <br /> proposed impervious area will be conveyed to stormwater treatment basins and ultimately <br /> to Lake Amelia as it does under existing conditions. <br /> oo Water Quality Treatment Volume <br /> The City requires treatment of runoff based on 1.1" over the new impervious surface. <br /> Eight Six 6 biofiltration basins with native vegetation are proposed for water quality <br /> treatment. Infiltration is not feasible due to presence of clay and the site is within the <br /> Drinking Water Supply Management Area(DWSMA). <br /> oo Runoff Rate Control <br /> The City requires no increase in peak flow rates for the 2, 10 and 100 yr. frequency <br /> events. With the proposed basins, runoff rates are held or reduced for the overall project. <br /> oo Water Quality Control <br /> Water quality control is being provided through a series of biofiltration basins <br /> (raingardens). <br /> A minimum 75 foot wide vegetated wetland buffer along Wetland A(lake) equivalent to <br /> the shore impact zone area shall be required is provided as a stormwater management <br /> best management practice (BMP)to minimize runoff pollutants from entering the lake. <br /> This is supported by City Code Section I IO2.07(1)(c)3c. <br /> 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.