My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-01-19_REPORT - C1981025
DRMS
>
Day Forward
>
Report
>
Coal
>
C1981025
>
2017-01-19_REPORT - C1981025
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/23/2017 1:36:23 PM
Creation date
1/23/2017 11:31:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981025
IBM Index Class Name
Report
Doc Date
1/19/2017
Doc Name
Annual Hydrology Report
From
J. E. Stover & Associates, Inc.
To
DRMS
Annual Report Year
2016
Permit Index Doc Type
Hydrology Report
Email Name
CCW
JRS
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.
/
10
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
MINREC, INC. AHR PAGE 2 <br />Since May 2010 the discharge from Treatment Pond T-2 has been routed from Outfall 001 <br />to sediment pond P-9 and the refuse pile pond. This routing of water is approved as part of <br />the developed water resource post mining land use. The ponds are periodically inspected <br />to determine the water level in each pond. Water flows out of P-9 to the refuse pile pond <br />after P-9 is full. The discharge from treatment pond T-2 will be routed to outfall 001A when <br />the water level in the refuse pond approaches the level of its spillway. It is Minrec's intent <br />to maintain a minimum 2 feet of freeboard in the refuse pond. <br />Monitoring data for this years report is segregated into the following appendices: <br />Appendix No. Monitoring Data <br />North Thompson Creek - Upstream & Downstream Water Quality <br />SURFACE WATER QUALITY <br />Appendix I contains the water quality information collected for North Thompson Creek. <br />The quality information collected on North Thompson Creek, in May and September, is <br />designed to monitor quality at the approximate high and low flow. <br />MINE FLOWS <br />All of the water flowing into the No. 1 Mine flows out through a 6 -inch PVC pipe and into <br />the long pond. <br />Prior to sealing the No. 3 Mine, a point source of spring water located about a mile inside <br />the mine was piped to the surface. The pipeline terminated in the manhole along the road <br />below the No. 3 Mine. A second six inch diameter pipe was installed from immediately <br />behind the No. 3 Mine seals to the manhole. The manhole had an outlet pipe that ran <br />directly under the road to Outfall 007. The good quality water from the spring flowed into <br />the manhole and was discharged directly to Outfall 007 from 1986 through mid 1995. <br />During this period of time the second pipe originating from immediately behind the seals <br />did not discharge. During the second quarter of 1995, wet spring weather caused the mine <br />to fill and the pipe installed immediately behind the seals began discharging iron laden <br />water. The pipeline that conveyed the good quality spring water eventually failed so all of <br />the water being discharged from the mine now flows from the pipeline that was installed <br />from immediately behind the seals to the manhole. <br />In order to treat this iron laden water, a 4 -inch diameter PVC pipe was installed to convey <br />the discharge from the No. 3 mine to the long pond located at the No. 1 Mine. The <br />discharges from the mines were combined effective August 11, 1995. The combined <br />discharge from the mines is treated by the passive water treatment system and then piped <br />to Pond 9, or Outfall 001. Flow from Pond 9 can also be directed to the refuse pond. <br />Outfall 007 is no longer a permitted discharge point. <br />
The URL can be used to link to this page
Your browser does not support the video tag.