My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
>
Address Records
>
E MARINE VIEW DR
>
1622
>
WHOLE SITE
>
1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/1/2022 2:59:04 PM
Creation date
5/5/2021 11:01:10 AM
Metadata
Fields
Template:
Address Document
Street Name
E MARINE VIEW DR
Street Number
1622
Tenant Name
WHOLE SITE
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
932
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
Build a temporary dike, if necessary, to the down slope side of the • <br />structure to prevent bypass flow. <br />Block and Gravel Filter - A barrier formed around the storm drain inlet <br />with standard concrete blocks and gravel. See Figure 4.2.8. <br />Provide a height of 1 to 2 feet above inlet. <br />• Recess the first row 2-inches into the ground for stability. <br />• Support subsequent courses by placing a 2x4 through the block <br />opening. <br />• Do not use mortar. <br />• Lay some blocks in the bottom row on their side for dewatering the <br />pool. <br />• Place hardware cloth or comparable wire mesh with %2-inch openings <br />over all block openings. <br />• Place gravel just below the top of blocks on slopes of 2H:1 V or flatter. <br />• An alternative design is a gravel donut. <br />• Provide an inlet slope of 3H:1V. <br />• Provide an outlet slope of 2H:1 V. <br />• Provide al -foot wide level stone area between the structure and the • <br />inlet. <br />• Use inlet slope stones 3 inches in diameter or larger. <br />• Use gravel'/2- to 3/4-inch at a minimum thickness of 1-foot for the <br />outlet slope. <br />• <br />Volume II — Construction Stormwater Pollution Prevention - August 2012 <br />4-81 <br />
The URL can be used to link to this page
Your browser does not support the video tag.