My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001-12-11_PERMIT FILE - C1981019
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981019
>
2001-12-11_PERMIT FILE - C1981019
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/11/2020 5:19:49 PM
Creation date
11/25/2007 10:42:25 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 07 Item 03 Design of Surface Runoff Control Stuctures
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.
/
78
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
The pond has been designed to comply with the Board's requirements and provide <br />an additional margin of safety. Detailed data on the pond is listed in Tables 7 and 8. • <br />Work Area Sedimentation Pond <br />This pond illustrated on Figure 11 is constructed in an area adjacent to the work <br />area for providing sedimentation of the runoff from the working area. The working crea is <br />the area occupied by the mine offices, maintenance facilities and yards, and storage <br />yards and buildings. <br />The pond was constructed at the beginning of mining activities and has been <br />serving its intended function for some time. The design was checked for compliance with <br />required regulations, and a principal pipe spillway and an emergency spillway were con- <br />structed in the summer of 1.980 in accordance with the recommendations to meet the <br />required regulations. Detailed data on the pond is listed in Tables 7 and 8. <br />Loadout Area Sedimentation Pond <br />This pond illustrated on Figure 12 is constructed in the loadout area for providing <br />sedimentation of the runoff from the loadout area. The pond has been checked for com- <br />plience with the Board's reeulaticrs and meet; those requirements. in order to provide an <br />additional measure of safety, for insuring sufficient detention time, it is recommended that <br />an orifice plate with a 4" diameter orifice be attached to the 8" diameter principal spill- <br />way pipe. This will insure sufficient detention time in the event the pond is filled to the <br />elevation of the principal spillway at the time of a flood event and the valve on the 8" <br />pipe is fully open. Detailed data on the pond is listed in Tables 7 and 8. <br />CONCLUSION <br />The calculations made for the design and checking of the various features described <br />are attached as annexures to this exhibit. All features have been designed in accordance <br />with the Federal or Stote regulations applicable at the time of design. For those features <br />• <br />~= <br />9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.