My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE136653
DRMS
>
Back File Migration
>
Permit File
>
400000
>
PERMFILE136653
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:37:17 PM
Creation date
11/26/2007 4:58:13 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984067
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 13 DRAINAGE AND SEDIMENT CONTROL PLAN
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
43
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 />Sediment Pond Principal Spillway Size Calculation <br />Principal Spillway is CMP of 12" Diameter <br />Maximum head on principal spillway opening - 7.0 feet <br />Average flaw through orifice - 2.23 Ac-Ft * 30 hours ~ 0.9 cfs <br />Where: Q ~ Ca 2 gh <br /> <br />Q 0.9 cfs <br />C ~ 0.6 from page 4-34, Civil Engineering Handbook, <br />McGraw-Hill <br />a orifice area <br />hex ~ 7.0 <br />haverage 3.5 <br />g ~ 32.2 <br />~_ a , 0.9 <br />a C 2 gh 0.6 2(32.2) (3.5) <br />a 0.071 ft2 3.2 inch square opening <br />Peerless Resources, Inc. plans to cut a square opening 3.2 inches on <br />each side in the gate of the principal spillway to allow controlled <br />dewatering of any surface water runoff. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.