My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2019-10-08_PERMIT FILE - M2019054 (74)
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2019054
>
2019-10-08_PERMIT FILE - M2019054 (74)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/6/2025 5:19:31 AM
Creation date
10/9/2019 2:22:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2019054
IBM Index Class Name
PERMIT FILE
Doc Date
10/8/2019
Doc Name Note
Part 4 of 5
Doc Name
Application
From
Uinta Mining, LLC
To
DRMS
Email Name
SJM
THM
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.
/
88
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
Included in this exhibit is a Custom Soil Resource Report of the permit area. It's specific to Uinta Mining, <br /> LLC and reflects 5 different soil units within the boundaries of the permit. <br /> Unit 54-Deaver-Avalon complex which lies on 5 to 45 percent slopes <br /> Unit 62-Eghelm loamy fine sand which lies on 0 to 3 percent slopes <br /> Unit 126-Massadona-Youngston moist complex which lies on 1 to 8 percent slopes <br /> Unit 160-Rock outcrop-Torriorthents complex which lies on 50 to 75 percent slopes <br /> Unit 197-Torriorthents-Rock outcrop, sandstone complex which lies on 25 to 75 percent slopes <br /> Units 54, 62, 126, and 197 compose the soils within the affected lands. Areas are shown on Figure 1-3. <br /> The cubic yards shown on Figure 3 are representative of the H-1 (top) soil that would be removed and <br /> bermed for storage. The topo soil removed from the construction of the haul road will be hauled and <br /> placed into the projected berms. These berms are also shown on Figure 1-3. <br /> If the H-2 soils show the potential of being a good growth media, Uinta Mining will include that into the <br /> soils for reclamation. <br /> To control sedimentation from storm events, two rock check dams will be constructed (see Exhibit G). <br /> The location of these dams are shown on Figure 1-3. <br />
The URL can be used to link to this page
Your browser does not support the video tag.