My WebLink
|
Help
|
About
|
Sign Out
Home
Search
12-05-2022 Council Work Session Packet
LinoLakes
>
City Council
>
City Council Meeting Packets
>
2022
>
Searchable Packets
>
12-05-2022 Council Work Session Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/12/2022 5:18:42 PM
Creation date
12/12/2022 2:15:08 PM
Metadata
Fields
Template:
City Council
Council Document Type
Council Packet
Meeting Date
12/05/2022
Council Meeting Type
Work Session Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
152
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
17 <br />buffer strips, energy-dissipating structures, and the like) rather than through enclosed <br />pipes, so as to decrease runoff velocity, allow for natural infiltration, allow suspended <br />sediment particles to settle, and to remove pollutants. <br />(d) Proposed development design shall: <br />1. Maintain or decrease runoff volume, where practicable as determined by <br />the City Engineer; <br />2. Decrease erosion and sedimentation; <br />3. Maintain or decrease flow frequency, duration, and peak runoff rates; <br />4. Increase infiltration (groundwater recharge) or filtration; <br />5. Maintain existing flow patterns; <br />6. Reduce time to peak flows by increasing the time of concentration to and <br />through storm sewers; <br />7. Provide storage of stormwater runoff on site; <br />8. Avoid channel erosion; <br />9. The proposed project must not adversely affect water level off the site <br />during or after construction; and <br />10. The proposed activity may not reduce hydraulic efficiency of the drainage <br />ways at any point up-gradient of the applicant's parcel boundary. <br />10.11. A combination of Stormwater BMPs may be used to meet the <br />requirements of section(s) 6, 7, or 8 <br />(e) Landlocked basins. A landlocked basin may be provided an outlet only if it: <br />1. Retains a hydrologic regime that complies with the requirements of the <br />local governmental unit (LGU) responsible for administration of the Wetland <br />Conservation Act (WCA); <br />2. Provides sufficient dead storage volume to retain back to back 100-year, <br />24-hour rainfalls and runoff; and <br />3. Does not create adverse downstream flooding or water quality conditions <br />as a result of increased discharge rate or volume, or other factors. <br />(f) All plans shall be consistent with National Pollutant Discharge Elimination <br />permit (NPDES) requirements, the Lino Lakes engineering design standards, the Lino <br />Lakes stormwater design standards, and the filing or approval requirements of Rice <br />Creek Watershed District, Vadnais Lakes Watershed Management Organization, Anoka <br />County, Minnesota Department of Natural Resources, Minnesota Department of <br />Transportation, Minnesota Pollution Control Agency, U.S. Army Corps of Engineers, <br />State of Minnesota Stormwater Manual or other regulatory agencies. <br />(3) <br />I
The URL can be used to link to this page
Your browser does not support the video tag.