My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE52001
DRMS
>
Back File Migration
>
Permit File
>
600000
>
PERMFILE52001
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:55:56 PM
Creation date
11/20/2007 3:09:25 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
6/2/2006
Section_Exhibit Name
Exhibit 60B Subsidence Evaluation for the South of Divide Mining Area
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.
/
58
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
Subsidence Evaluation For <br />Exhibit fi08 South oiDivnde Mining Area Page 24 <br />• <br />2. Install, and periodically measure, survey monuments strategically located on the dam and <br />on the north and south edges of the reservoir to monitor any movement prior to, during, <br />and after mining in the area. <br />3. install seismometers in strategic places, such as in the dam area and toe areas of the <br />landslides, in order to detect vertical and horizontal ground motion prior to, during, and <br />after mining, pazticulazly during the mining of longwall panel E9. <br />11.2 Stock Wafering Ponds and U.S. Forest Servfce Water Resources <br />The stock watering ponds in the South of Divide mining area are located in debris flows or <br />colluvium derived from the debris flows (Dunnrd 1989). A total of 26 ponds have been mapped <br />in the South of Divide mining area. Ten of these ponds are also classified as U,S. Forest Service <br />water resources (Map 1). The debris flows consist of a heterogeneous mixture of clay derived <br />from the Wasatch Formation and boulders and gravels derived primarily from the Mount <br />Gunnison intrusive (ganodiorites and quartz monzanites). Based on observations made during <br />geologic mapping in the area, these debris flows are even less likely to be affected by longwall <br />mining than the alluvium The debris flows have a very low permeability and, because the clay <br />matrix is armored by the interstitial gravel and boulders, are resistant to erosion (the Deep Creek <br />Ditch locally flows in this material ai steep gradients). Based on dre above-mentioned <br />observations, no effects are expected whet ponds in the South of Divide mining area are <br />undermined. The clay-rich material that lines these ponds is expected to provide a seal against <br />• any subsidence effects. <br />Alo stock watering ponds in the Apache Rocks and Box Canyon mining areas have been <br />noticeably affected when longwall mining occurred beneath them. The ponds above mined <br />longwall panels 13-A, 15, 16, and 22 in Hotse Gulch, Sylvester Gulch (stock ponds P27-2 and <br />P27-3), and West Flatiron (stock pond P23-4) respectively, showed no noticeable water level <br />change when compared to pre-mining water levels (after taking seasonal precipitation levels into <br />account). These ponds, which are located in clay-rich (Wasatch clay) material in order to <br />minimise leakage, occur in overburden that ranges in depth from about 800 feet in Horse Gulch <br />to 2,200 feet in the stock pond P23-4 above the eastern end of mined longwall panel 22. <br />11.3 Streams and Ditches <br />A greater potential exists for longwall mine subsidence to impact ~mc in the South of Divide <br />mining area than in the Apache Rocks and Box Canyon mining areas. This is primarily because <br />a) the overburden depth is less than in the Apache Rocks and Box Canyon mining area, <br />particularly in the northwestern part of the area, and b) the coal extraction thickness is projected <br />to be greater for the E Seam than was mined in the B Seam (14 feet versus 12 feet)- Ahhough no <br />subsidence cracks are expected to affect streamflow in dre South of Divide mining area, based on <br />prior observations in the West Elk and Somerset mine areas, it is recommended that detailed <br />subsidence and surface flow measurements be done in order to verify this concept. The <br />measurements should be conducted particulazly in the northwestern part of the mine area where <br />coal extraction thickness is projected to be a maximum of 14 feet and overburden depth ranges <br />. from 375 to 400 feet. <br />831-032. b'90 Wright Water Engineers, lnc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.