My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP03669
DRMS
>
Back File Migration
>
Report
>
REP03669
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:34:35 PM
Creation date
11/26/2007 10:36:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981025
IBM Index Class Name
Report
Doc Date
5/26/1988
Doc Name
RECLAMATION OF THE THOMPSON 2 COAL MINE AT THE SNOWMASS COAL MINE SITE
From
MLRD
To
DENNIS BURNS
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.
/
2
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 />Dennis Burns <br />-2- <br /> <br />May 26, 1988 <br />the maximum discharge was 15 gallons per minute. During the spring melt <br />following the construction of the system, flows in excess of 45 gallons a <br />minute were observed. These construction and operating challenges resulted in <br />the development of non-freezing water conveyance systems, wetland design <br />principles which allow for wide variance in discharge rates, static limestone <br />barrier designs which are not subject to coating by iron oxides or gypsum, and <br />pretreatment schemes to prevent accelerated iron buildup in the constructed <br />wetland. <br />The value of the passive mine drainage treatment system at the Thompson No. 2 <br />Coal Mine has been fully realized. Its main purpose was as a heuristic device <br />to further refine passive treatment design and construction principals. The <br />Inactive Mine Reclamation Program plans to remove the system when weather <br />conditions permit in late spring or early summer, 1988. Our reclamation plan <br />involves collecting the mine drainage within the portal in an oversized PYC <br />pipe designed to convey the mine drainage under the county road. The pipe <br />will discharge into an open channel constructed on the slope leading down to <br />the creek. This drainage corridor is currently employed by the PMDT system. <br />The channel will be designed with a large safety factor to provide long term <br />stability and erosion resistance. The sides of this channel will be bermed in <br />order to divert away water from the surrounding permit area and prevent it <br />from comingling with the mine drainage. The berm will be sized properly to <br />divert the agreed upon design event (e.g. 25-year-storm-event). The <br />• reclamation project will be coordinated with the WQCD. <br />I understand that you are involved in discussions with the Candy Thompson in <br />our Coal program regarding this project. If I can be of assistance in <br />providing further information please do not hesitate to ask. I look forward <br />to working with you as we undertake this hydrologic design and reclamation <br />process. I appreciate your help and cooperation. <br />/bdc <br />cc Bob Liddle, MLRD <br />cc Bob Shuckle, WQCD <br />4950E <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.