My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2022-04-20_PERMIT FILE - M2021068
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2021068
>
2022-04-20_PERMIT FILE - M2021068
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/25/2022 10:14:09 AM
Creation date
4/21/2022 11:19:37 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2021068
IBM Index Class Name
Permit File
Doc Date
4/20/2022
Doc Name
Application
From
Jack D Tabb, LLC
To
DRMS
Email Name
MAC
AWA
BFB
Media Type
D
Archive
No
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
219
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
incorporating potentially unstable woody debris in the fill portion of the road <br /> prism. When possible, leave existing rooted trees or shrubs at the toe of the fill <br /> slope to stabilize the fill. <br /> 6.3.3(1)0)—Water Rights <br /> N/A—no water rights will be impacted as no water will be consumed or diverted <br /> in the mining process. Any water for use onsite will be purchased and <br /> transported to the site. <br /> 6.3.3(i)(k)— Exposure of Acid or Toxic Producing Materials <br /> Regardless of DMO Status,JACK D TABB, LLC will implement actions if refuse and <br /> acid or toxic producing materials are exposed during mining, by ensuring a 1:3 <br /> slope or less to minimize erosion, and if needed dikes and ditches will be placed <br /> and monitored after construction as part of standard operation and maintenance <br /> activities to detect excessive seepage. Should a zone of excessive seepage be <br /> identified, sheet pile, grouting, or other seepage control technologies can be <br /> installed with the dike in place.Alternatively, a low-permeability material could <br /> be compacted in a trench excavated near the toe of the dike without disturbing <br /> the dike. Construct cut-and-fill slopes at stable angles to prevent sloughing and <br /> other subsequent erosion. A 1:3 slope is the maximum recommended for stable <br /> soils. Any material that would need to be removed from site would be contained <br /> in supersacks and removed to a EPA Certified area if the need arises to maintain <br /> the sightliness and be safe from seepage. <br /> 6.3.3(i)(1)—Hydrologic Balance,Off-Site Damage,Stable Configuration of <br /> Reclaimed Area <br /> Hydrologic balance shall be protected by handling earth materials and runoff in <br /> a manner that minimizes acidic, toxic, or other harmful infiltration to ground- <br /> water systems and by managing excavations and other disturbances to prevent <br /> or control the discharge of pollutants into the ground water. Maintaining <br /> appropriate slopes (1:3 to 1:1), Dikes and Ditches, and constant monitoring. <br /> Ground-water quality shall be protected by handling earth materials and runoff <br /> in a manner that will restore the approximate pre-mining recharge capacity of <br /> Page 4 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.