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1990-11-09_REVISION - C1981035 (2)
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1990-11-09_REVISION - C1981035 (2)
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Entry Properties
Last modified
1/14/2021 8:11:22 PM
Creation date
4/16/2012 1:01:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
REVISION
Doc Date
11/9/1990
Doc Name
Decision Extension Approval
From
DMG
To
National King Coal
Type & Sequence
PR2
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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STATE OF COLORAD0 <br /> MINED LAND RECLAMATION DIVISION o��o <br /> Department of Natural Resources <br /> 1313 Sherman St.. Room 215 <br /> Denver,CO 80203 <br /> 303 866 3567 * /8+ * <br /> FAX 303 832-8106 _ <br /> Roy Romer, <br /> Governor <br /> Fred R.Banta, <br /> Division Director <br /> November 9, 1990 <br /> W. Brad Gosche <br /> National King Coal , Inc. <br /> P.O. Box 2905 <br /> Durango , Colorado 81302 <br /> RE: Stipulation No. 07 , PR No. 02, File No. C-81-035 Mine Permit <br /> Dear Mr. Gosche: <br /> As per the telephone discussion with Ms. Helmin , the Division will extend the <br /> time frame to submit a technical revision for the permanent aisposal of coal <br /> mine waste plan to December 17, 1990. The Division has several documents <br /> concerning the coal waste disposal plan which need to be tied together With <br /> additional information into one Technical Review. Currently, the Division has <br /> the original plan from the June 6, 1990 permit, the cross section map, the <br /> current volume of the coal waste pile, the projected yearly increase of volume <br /> and the estimated total volume of coal waste. <br /> Still required is an analytical determination of the static slope safety <br /> factor of the coal refuse disposal pile. Many of the necessary properties <br /> could be derivea from the original storage structure's simplistic analysis. <br /> If not, the appropriate material properties will need to be determined through <br /> laboratory analysis of appropriate refuse sample. A coal mine waste bank is <br /> required by Rule 4.10(2) to attain a static slope safety factor of 1 .5. All <br /> other conditions of Rule 4.10 must also be met. <br /> If there are any other questions you have concerning this matter, please give <br /> me a call . <br /> Sincerely, <br /> ell, <br /> Harry B. Ranney <br /> Reclamation Specialist <br /> HBR/eke <br /> 1367F <br />
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