My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-05-03_REVISION - M1979205 (6)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1979205
>
2010-05-03_REVISION - M1979205 (6)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 6:18:59 PM
Creation date
5/5/2010 2:50:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979205
IBM Index Class Name
REVISION
Doc Date
5/3/2010
Doc Name
TR-04 adequacy response
From
Greg Lewicki and Associates, PLLC
To
DRMS
Type & Sequence
TR4
Email Name
GRM
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.
/
16
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
Mining is planned in two distinct areas, as shown on Map C-2. These are Mining Areas 1 and 2. <br />Each area is further divided into phases of 3.5 to 5.5 acres each. Prior to mining, each area will <br />need to be dewatered. This will be accomplished by installing a perimeter dewatering trench. The <br />trenches will lead to a sump as shown in the maps. Water will be allowed to pass through a gravel <br />berm prior to entering the sump. This will act to filter out sediment. The dewatering pump in <br />Mining Area 1 will discharge to the Colorado River, the pump in Mining Area 2 will discharge to <br />the wetland oxbow. This is necessary due to the water table draw-down associated with pit <br />dewatering. All water discharged will meet CDPHE requirements and will likely contain much less <br />sediment than that which exists in the river naturally. <br />As mining progresses through the areas, the pumping arrangement will continually change. The <br />locations of the pumps and ditches are approximate as shown on the mine plan maps. The overall <br />design is to dewater one pit at a time. However some overlap of two mining areas being dewatered <br />at the same time is possible at the end of a mining area's life. Wetlands surrounding the dewatered <br />area will be supplied with water from the pits to prevent dry-up. It is expected that dewatering of a <br />pit will require approximately 1000 gallons per minute pumping capacity. During initial <br />dewatering, the pumping demand may be up to three times the stable pumping rate or 3000 gallons <br />per minute. <br />Once the pit has been dewatered, mining will begin. Primarily, front-end loaders will be used to <br />mine the raw gravel. The slopes of the pit will be mined to 2H:1 V slopes at the outer edges of the <br />pit except in two minor areas where well pads are constructed, where the mining slope will be <br />0.5H:1 V to LOH:1 V, but will be backfilled to 3H:1 V prior to use of the pad for well drilling. <br />While mining in the center of the pits, a steep highwall will be also be used (0.5H: IV). This <br />highwall will be laid back as it approaches the mining limit edge. Some dozer pushing or ripping <br />may also be used. The loader will directly load to a crusher or into trucks which will deliver the <br />material to a crusher. Equipment will utilize the existing roads where appropriate and additional <br />roads will be added as shown in the mine plan map. The road alignments shown on Map C-2 are <br />the approximate final locations. Current roads as seen in Map C-1 will be utilized until realignment <br />is necessary. For the initial Phase of Mining Area 1, all mined material will be stockpiled adjacent <br />Scott Pit March 10 D-6
The URL can be used to link to this page
Your browser does not support the video tag.