My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE44073
DRMS
>
Back File Migration
>
Permit File
>
500000
>
PERMFILE44073
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:46:32 PM
Creation date
11/20/2007 11:48:15 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2007044
IBM Index Class Name
Permit File
Doc Date
7/2/2007
Doc Name
New Application
From
Energy Fuels Resources Corporation
To
DRMS
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.
/
197
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
Surface Faciliries <br />As shown in Phase 1 of Map C-6, drainage from the buildings (i.e., shop, dry, and administrative <br />• offices), mine access mad, and pazking azea will be collected in a ditch along County Road 5/10 <br />and diverted to the sediment pond via two 24-inch culverts installed under the road. The water <br />treatment area will be gradually sloped at a grade of about 2 percent toward the sediment pond. <br />Therefore, stormwater runoff and any spills from the treatment azea will be captured in the <br />sediment pond. Surface drainage in the facilities azeas will remain the same through phase 2 and 3 <br />of the project as shown on Map C-6. <br />Ore Pad <br />Initially, the ore pad at the site will be located within a fully bermed area that will contain all direct <br />precipitation. As the lower pad azea is expanded to its full size, a new ore pad will be constructed <br />of compacted waste rock. This pad will be contained within a berm and all drainage will be routed <br />to a concrete sump. The containment berm will be approximately a foot high and will have <br />gradually-sloped sides that will allow for haulage buggies, trucks, and loaders to access the ore <br />stockpile. The sump will be equipped with an overflow that will drain excess water through a 6- <br />. inch HDPE pipe into the Lined Untreated Water Pond. As shown on Map C-6, these drainage <br />controls will remain in place through Phase 2 and 3. <br /> <br />Waste Pile <br />Surface drainage controls for the waste pile will be implemented in three phases during mine <br />operations; initial (phase 1), interim (phase 2), and final (phase 3). These three phases aze <br />illustrated on Map C-6. <br />During the initial phase, the existing lower pad will be expanded northward to its final design <br />stage. An initial collection ditch Gla will be constructed along the east toe of the waste pile that <br />will cany runoff from the pile to the sediment pond. This temporary collection ditch will be <br />utilized until such time the interim phase 2 starts. An existing East Diversion Ditch (Tc-1) along <br />the south perimeter of the waste pile will divert surface water runoff around the pile to a small <br />natural channel located east of the waste pile. A second Diversion Ditch (Tde-1) located along <br />~~ <br />Whirlwind Mine June 07 D-27 <br />
The URL can be used to link to this page
Your browser does not support the video tag.