My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-06-09_HYDROLOGY - C1996083
DRMS
>
Day Forward
>
Hydrology
>
Coal
>
C1996083
>
2008-06-09_HYDROLOGY - C1996083
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:32:36 PM
Creation date
7/3/2008 11:02:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Hydrology
Doc Date
6/9/2008
Doc Name
Stability Analysis of Hubbard Shaft Mud Pit
From
J.E. Stover & Associates Inc
To
DRMS
Permit Index Doc Type
Prof Pond Certifications
Email Name
JJD
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.
/
8
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
f?! <br />J. E. STOVER & ASSOCIATES, INC. <br />P.O. BOX 60340 <br />GRAND JUNCTION, COLORADO 81506 <br />PHONE: (970) 245-4101, FAX 242-7908 <br />MINE ENGINEERING <br />MINE RECLAMATION <br />June 6, 2008 <br />J. J. Dudash <br />Division of Reclamation, Mining and Safety <br />1313 Sherman St., Room 215 <br />Denver, CO 80203 <br />Re: Bowie Resources, LLC, Bowie No. 2 Mine <br />Stability Analysis of Hubbard Shaft'Mud Pit <br />Permit C-1996-083 <br />Dear Mr. Dudash: <br />CIVIL ENGINEERING <br />CONST. MANAGEMENT <br />'k F 171, -N? <br />RECEA. <br />JUN 0 '4008 <br />Division _._.a.uation, <br />Mining and Safety <br />A stability analysis of the Hubbard Shaft mud pit was transmitted to DRMS by letter dated <br />June 3, 2008. Please disregard that stability analysis and certification. <br />Enclosed is an updated certification and stability analysis of the Hubbard shaft mud pit. <br />Figure 1 - Typical Profile was revised to show the effective out slope at full pool is <br />5.OH:1.OV. An allowance has been made for adequate freeboard to contain the run-off from <br />the 25 year precipitation event. Run-off from the site is summarized as follows: <br />Site/Drainage Area - acres <br />Disturbed Area Curve Number <br />25 Year 24 Hour Precipitation - inches <br />Run-off - acre-feet <br />1.6 <br />87 <br />2.1 <br />0.13 <br />The surface area of the pond at full pool, elevation 6412, is 0.16 acres. One foot of free <br />board yields over 0.13 acre feet of storage. The operational full pool is therefore reduced by <br />one foot to 6411. During operations the level of water and cuttings in the mud pit will be <br />maintained at or below elevation 6411. Two or more fence posts will be installed along the <br />edge of the pond at elevation 6411 to assure the maximum water level is not exceeded. <br />Please call with any questions. <br />Sincerely, <br />J. E. Stover P.E. <br />Consulting Engineer <br />cc: Wm. A. Bear, Jr.
The URL can be used to link to this page
Your browser does not support the video tag.