My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2019-06-28_REVISION - C1996083
DRMS
>
Day Forward
>
Revision
>
Coal
>
C1996083
>
2019-06-28_REVISION - C1996083
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/10/2024 7:44:59 AM
Creation date
7/1/2019 9:49:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Revision
Doc Date
6/28/2019
Doc Name
Request for Assistance
From
Janet Binns
To
Rob Zuber
Type & Sequence
TR119
Email Name
JHB
RDZ
JDM
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
Colorado Division of Reclamation, Mining and Safety <br /> To: Rob Zuber <br /> From: Janet Binns <br /> CC: Jason Musick <br /> Date: June 28, 2019 <br /> Re: Bowie No. 2, TR119 <br /> The Division has received a technical revision (TRI 19) for Bowie No. 2 Mine. TR119 <br /> proposes to install a new culvert C-C27, under the haul road, and direct runoff from the <br /> haul road ditch D-B3, under the haul road to ditch D-C21. This change will cut off flow <br /> to ditch D-B6. <br /> Map 20 Sedimentation Control Plan shows culverts and ditches, as does Map 21-2 <br /> This spring, 2019, the slope to the northwest of Portal B had a small slump. The slump <br /> damaged ditch D-B6. The operator directed runoff away from ditch D-B6 to keep water <br /> out of the head scarp of the slump, and ran a dip across the haul road at the curve to direct <br /> the runoff into ditch D-C21. Flow in this ditch system can be directed either into Pond B <br /> or Pond C lower down in the sediment control system at the "pond diversion structure". <br /> This temporary measure was effective in keeping water away from the slump. I directed <br /> Bowie Resources to make this a more permanent design. Currently the operation is <br /> inactive, but driving through the dip with equipment isn't the best fix. TR119 is the <br /> design to put a culvert in this spot. <br /> I am requesting your assistance in reviewing the design, and flow documentation BRL <br /> provided for this new culvert, and rerouting of the flow that used to report to ditch D-B6. <br /> The revision was considered complete on June 28, 2019, so an adequacy letter is due out <br /> by July 28, 2019. I will be out of the office on July 26th, so a memo by July 23rd should <br /> allow me to forward any concerns you may have to the operator. Thank you for your <br /> help. <br />
The URL can be used to link to this page
Your browser does not support the video tag.