My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002-06-26 CC Packet
Centerville
>
City Council
>
Agenda Packets
>
1996-2022
>
2002
>
2002-06-26 CC Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2009 9:17:11 AM
Creation date
5/12/2009 9:14:50 AM
Metadata
Fields
Template:
General
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.
/
216
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
<br />. <br /> <br />Sediment~CtQntrol <br />-Sill: f1"ences <br /> <br />1~M,uirements <br /> <br />General Planning and Siting <br /> <br />In operation, the fence generally becomes clogged with fine particles, which in turn reduces the flow rate. This <br />causes a pond to develop more quickly behind the fence. The designer should anticipate ponding and provide <br />sufficient storage areas and overflow outlets to prevent flows from overtopping the fence. Since silt fences are not <br />designed to withstand high standing water, locate them so that only shallow pools can form. Tie the ends of a silt <br />fence into the landscape to prevent flow around the end of the fence before the pool reaches design level. Often a <br />crescent shape will perform better than the traditional straight line. Provide stabilized outlets to protect the fence <br />system and release storm flows that exceed the design storm. <br /> <br />Deposition occurs as the storage pool forms behind the fence. The designer can direct flows to specified deposi- <br />tion areas through appropriate positioning of the fence or by providing an excavated area behind the fence. Plan <br />deposition areas at accessible points to facilitate routine cleanout and maintenance. Show deposition areas in the <br />erosion and sedimentation control plan. A silt fence acts as a diversion if placed slightly off the contour. This may <br />be used by the designer to control shallow, uniform flows from small, disturbed areas and to deliver sediment-laden <br />water to deposition areas. <br /> <br />Silt fences serve no function along ridges or near drainage divides where there is little movement of water. Confin- <br />ing or diverting runoff unnecessarily with a silt fence may create erosion and sedimentation problems that would <br />not otherwise occur, as well as add costs. <br /> <br />. Install silt fences on the contour (as opposed to up and down a hill) and construct so that flow cannot bypass <br />the ends. <br /> <br />Ensure that the drainage area is no greater than 1/4 acre per 100 feet of fence. <br /> <br />. Make the fence stable for the IO-year peak storm runoff. <br /> <br />By design, ensure that the depth of impounded water does not exceed 2 feet at any point along the fence. <br /> <br />Types <br /> <br />The following three types of silt fences are used for different circumstances. For details on each type of fence, <br />see Table 1. <br /> <br />. Heavy Duty. Use at locations where extra strength is required, such as near water bodies; on areas with <br />unstable wetland soils, steep slopes, highly erodible soils or high runoff; and on areas that are inaccessible to <br />equipment. <br /> <br />Preassembled. For light-duty applications, to protect temporary construction or to supplement the other types <br />of silt fence. This type is installed with plow-type equipment with preattached stakes spread at 6- to 8-foot <br />intervals. <br /> <br />Machine-Sliced Installation: Appropriate for general use during site grading and to protect critical areas. <br />Preferred for most sites due to the effective installation method. <br /> <br />3-106 <br /> <br />Minnesota Urban Small Sites 8M? Manual <br />
The URL can be used to link to this page
Your browser does not support the video tag.