My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2005-313a
CBCC
>
Official Documents
>
2000's
>
2005
>
2005-313a
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/8/2016 12:25:31 PM
Creation date
9/30/2015 9:07:32 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
09/13/2005
Control Number
2005-313A
Agenda Item Number
11.I.
Entity Name
Ranger Construction Industries
Subject
Intersection improvements/part 2
Sidewalk & Drainage improvements
Area
41st. St. widening Dodgertown Elementary
Supplemental fields
SmeadsoftID
5167
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.
/
328
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
Florida Erosion and Sediment Control Inspector's Manual <br /> 116 TEMPORARY FILL DIVERSION <br /> ( ES BMP 1 . 16 ) <br /> Definition <br /> A channel with a supporting ridge on the lower side cut along the top of an active earth fill . <br /> Purpose <br /> To divert storm runoff away from the unprotected slope of the fill to a stabilized outlet or <br /> sediment trapping facility <br /> Conditions Where Practice Applies <br /> Where the drainage area at the top of an active earth fill slopes toward the exposed slope and <br /> where continuous fill operations make the use of a DIVERSION - Section 5 . 18 (ES BMP 1 . 18) <br /> unfeasible . This temporary structure should remain in place for less than one week . <br /> Planning Considerations <br /> One important principle of erosion and sediment control is to keep stormwater runoff away <br /> from exposed slopes . This is often accomplished by installing a dike , diversion or paved ditch <br /> at the top of a slope to carry the runoff away from the slope to a stabilized outlet or downdrain . <br /> In general , these measures are installed after the final grade has been reached . On cuts , the <br /> measures may be installed at the beginning since the work proceeds from the top and the <br /> measures have little chance of being covered or damaged . On fills , the work proceeds from <br /> the bottom to the top and the elevation changes daily. It is therefore not feasible to construct <br /> a compacted dike or permanent diversion which may be covered by the next day's activity. <br /> The temporary fill diversion is intended to provide some slope protection on a daily basis until <br /> final elevations are reached and a more permanent measure can be constructed . This <br /> practice can be constructed by the use of a motor grader or one of the smaller dozers . To <br /> shape the diversion , the piece of machinery used may run near the edge of the fill with its ,. <br /> blade tilted to form the channel as described in Plate 4 . 16a . This work should be done at the <br /> end of the working day and should provide a channel with a berm on the lower side to protect <br /> the slope . Wherever possible , the temporary diversion should be sloped to direct water to a .. <br /> stabilized outlet. If the runoff is diverted over the fill itself, the practice may cause more <br /> problems than it solves by concentrating water at a single point . <br /> .r <br /> r <br /> 4-60 <br />
The URL can be used to link to this page
Your browser does not support the video tag.