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2009-08-11_REVISION - C1996083
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2009-08-11_REVISION - C1996083
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Entry Properties
Last modified
8/24/2016 3:49:40 PM
Creation date
8/12/2009 12:45:41 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REVISION
Doc Date
8/11/2009
Doc Name
Letter Application and Public Notice
From
J.E. Stover & Associates, Inc
To
DRMS
Type & Sequence
TR64
Email Name
JJD
Media Type
D
Archive
No
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J. E. STOVER & ASSOCIATES, INC. <br />2352 NORTH 7th STREET, UNIT B <br />GRAND JUNCTION, COLORADO 81501 <br />PHONE: (970) 245-4101, FAX 242-7908 <br />MINE ENGINEERING <br />MINE RECLAMATION <br />August 10, 2009 <br />J. J. Dudash <br />Division of Reclamation, Mining & Safety <br />1313 Sherman St., Room 215 <br />Denver, CO 80203 <br />Re: Bowie Resources, LLC, Bowie No. 2 Mine <br />TR-64 - Coal Refuse Pile #4, As-built Slope Inclination <br />Permit C-1996-083 <br />Dear Mr. Dudash: <br />CIVIL ENGINEERING <br />CONST. MANAGEMENT <br />PEC V51) <br />AM `1 .1 7,009 <br />Divs....-.. _ .. _ -Ad nation, <br />Mining and Safety <br />On behalf of Bowie Resources LLC, enclosed is an application for Technical Revision to <br />incorporate drawings into the permit application package that show the 3H:1 V slopes on <br />the upper portions of coal mine waste (Gob) disposal area number 4. The following <br />items have been amended; <br />TR-Revisions: <br />1. Map 15-3 was revised to show the revised 3:1 slope for Gob pile #4. <br />2. Map 22-C was revised. "D" ditches were added to the ditch summary list and a <br />note was added for the "F" ditches to see Figure 3 in Volume IX. Sections A-A, <br />B-B and C-C were re-done based on as-built topography. <br />3. Map 21-3 was revised to show the revised 3:1 slope for Gob pile #4. <br />4. The text in Volume IX has been revised to account for the larger storage volume <br />of Gob pile #4 based on the increased slope angle and overall pile height, please <br />see pages 1-14. <br />5. Portions of Appendix B have been revised to account for the new drainage <br />configuration, and two ditches were added, F20 & F21. "F" ditches 2, 3, 5, 7 12, <br />20, 21 & West Div. #2, along with Pond F PHC, and Subwatershed Hydrology <br />Detail have been revised and are included as pages; App. B-1 thru 9, 1313, <br />1314, 1316, 1318, B23, 30i, 30ii 34, 34i, 35-38i, respectively. App. B-40 has been <br />revised to show the peak flow used to size the emergency spillway. The PHC for <br />Pond D has been revised and is included as Exh. 8-17 to 20. "D" ditches 3, 5, 6, <br />7 &8 were revised and are included as pages Exh. 8-74ix, 74x, and 74xi. The <br />Ditch Summary sheet for Volume 3 has been revised please see page Exh. 8- <br />291. The 25-year flow data for Pond D has been revised and is attached as page
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