My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013-10-08_REVISION - M2012032 (13)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M2012032
>
2013-10-08_REVISION - M2012032 (13)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 5:51:45 PM
Creation date
10/22/2013 8:47:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2012032
IBM Index Class Name
REVISION
Doc Date
10/8/2013
Doc Name
Second Adequacy Response TR01
From
Greg Lewicki and Associates
To
DRMS
Type & Sequence
TR1
Email Name
RCO
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.
/
130
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
ground at the edge of the pond perimeter. The valve controls are shown on the cross - <br />sections on Map G -12. The three gathering pipe valve stems are only 2.5 feet high and <br />the dewatering pipe stem is only 3.5 feet high. <br />20. Please provide more information about the structures or materials to be used for the <br />emergency spillway channel and the clean water spillway (as named on Map G -10). <br />How will they be set into the surface, so that undercutting or erosion may be avoided? <br />There is not an emergency spillway for the mine water pond. The spillway has been <br />designed to be constructed of grouted riprap. The polypropylene lining the pond will be <br />grouted into the grouted riprap spillway to prevent undercutting. The spillway hydrology <br />designs are located in Appendix 12 - Mine Water Pond Hydrology. <br />21. It appears that there may be missing text after page 5 in this appendix. If so, please <br />provide it. <br />All pages will be submitted. <br />22. Besides the two pipes conveying water from the Revenue portal to the leach field, there <br />will be two perforated pipes ( "weep lines') installed along the toe of the natural hill slope, <br />as shown on the revised Exhibit C maps. All four of these pipes can be controlled by <br />valves installed at the portal, but there is no indication as to the amount of use the <br />"unfiltered" perforated pipes will have, as opposed to the pipes that lead to the lined <br />impoundment structures. Please state whether the use of the weep lines is to be <br />secondary to the other pipes, or used equally on a regular basis, or used primarily to <br />allow inspection or repair of the lined structures. <br />These pipes will be used as a secondary option and depends on the future water <br />analysis of the mine water. These pipes (aka weep lines) will only be used after <br />approval from CDPHE and DRMS. <br />23. Is the western perforated pipe that leads toward Atlas drainage capped on the end, or <br />open to drain into collector ditch #3? Does the eastern perforated pipe pass under traffic <br />ways, and if so, how is it protected? <br />The ends of the pipes will be capped. The eastern pipe was deleted due to space <br />constraints. <br />24. Under what conditions will the valves at the portal be opened or closed, and /or on what <br />schedule, and by whom? <br />The flow of water to the weep lines will be controlled to ensure that the mine water <br />remains groundwater and does not surface to Sneffels Creek. All remaining mine water <br />will be equally distributed between the two HDPE pipes that go to the leach field. The <br />valves will be controlled by mine personnel. <br />25. The additional waste rock storage area at the east end of the permit area is a suitable <br />location. It is known to be on a solid bedrock bench well above the elevation of the <br />creek, and the drawing shows it to be sufficiently set back from the creek. The bedrock <br />Ce <br />
The URL can be used to link to this page
Your browser does not support the video tag.