My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE136266
DRMS
>
Back File Migration
>
Permit File
>
400000
>
PERMFILE136266
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:36:58 PM
Creation date
11/26/2007 4:25:49 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Tipple Rule 2.05 Operation and Reclamation Plans
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.
/
96
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
• other means if necessary. Areas in which the vegetation is not <br />successful or where rills and gullies develop will be repaired and <br />revegetated in acordance with Rule 4.14.6. <br />Twentymile Coal Company will periodically examine Sedimentation Pond E <br />for erosional features and structural weaknesses. Appurtenant <br />structures such as spillways, dewatering devices, gates, baffles and <br />pumps will also be evaluated for mechanical failures, defects or <br />problems. A report summarizing the observations will be submitted to <br />the Division quarterly, on the Quarterly Pond Inspection Report form <br />presented in Exhibit 8, Sedimentation Pond Design. <br />Discharge from surface facilities will be controlled by the use of <br />energy dissipating and flow check devices where necessary. Water <br />released from the sedimentation pond travels through spillways lined <br />with rip-rap, gravel or natural vegetation before being dischaged into <br />streams. Surge ponds at discharge points are not necessary to handle <br />• the low discharge rates to be expected from the design event. Erosion <br />downstream from the sediment pond will be minimized, due to the fact <br />that the pond is designed to detain runoff from flood events and peak <br />flow is routed through the pond in order to reduce the discharge rate <br />and provide time for settling of suspended solids to occur. <br />As documented in Exhibit 8, Sedimentation Pond Design, Pond E does not <br />have a capacity of more than 1,000 acre-feet, embankments greater than <br />10 feet in vertical height, or surface areas greater than 20 acres. <br />Therefore, requirements of the State Engineer for sedimentation <br />control reserviors do not apply to Pond E. In addition, the pond does <br />not meet the embankment height and storage criteria of 30 DFR 77.216: <br />therefore, requirements of the Mine Safety and Health Administration <br />do not apply to Sedimentation Pond E. <br />No diversion of intermitent or perennial streams or of ephemeral <br />• streams draining one square mile or more is planned within the <br />2.05-18 <br />
The URL can be used to link to this page
Your browser does not support the video tag.