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REV99974
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REV99974
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Entry Properties
Last modified
8/25/2016 3:23:47 AM
Creation date
11/22/2007 12:32:23 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Revision
Doc Date
4/2/1999
Doc Name
BOWIE 2 MINE TR 08 SUPPLEMENTAL RESPONSE
From
DMG
To
JOE DUDASH
Type & Sequence
TR8
Media Type
D
Archive
No
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• • iiiiiiiiiiiiiiiiiii <br />STATE OF COLORf~Uv <br />DIVISION OE MINERALS AND GEOLOGY <br />Department of Natural Resources <br />1313 Sherman Si., Room ?15 <br />Dem~er, Colorado 80203 <br />Phone: 1303) 8G(,-35fi7 <br />FAX: IJ03) 832 8106 <br />DATE: April 2, 1999 <br />TO: Joe Dudash <br />FROM: Jim Pendleton <br />\? <br />„y kA~ <br />~~5 <br />1 <br />DEPARTMENT OF- <br />NATURAI . <br />RESOURCE`.: <br />Roy Romer <br />Governor <br />lames S Lochhead <br />Executive Dheaor <br />Michael B. Long <br />RE: Bowie No ine, Tec teal Revision No.-08, Supplemental Response°i~~s~nn D~rec~or <br />(Pe t No: C-96-083) <br />I have completed a review of the Bowie Resources Limited (BRL) supplemental response <br />to our adequacy comments regarding TR-08, which you forwarded to my attention. <br />In my adequacy comments. I requested BRL provide an explanation of the specific <br />ground contnl and monitoring methodologies which they proposed to apply during <br />development mining through the fault trace between the East Pod and the West Pod, in <br />order to assure the prevention of detrimental subsidence impacts. BRL. has vnended their <br />application to appropriately address candidate ground control techniques. It has further <br />provided for monitoring and reporting of the ground control problems encountered and <br />implemented. <br />In response ro my adequacy comments, BRL has also clarified its reasoning for declining <br />to implement any subsidence control methods beneath Pond P-2. The pond is located in : <br />zone of intermediate subsidence, however the overburden below P-2 is nearly 1.000 feet. <br />BRL has provided evidence from previous undermining at the nearby Bowie No. I mine, <br />which demonstrates that no impacts to ponds and springs have been observed when <br />overburden exceeds 800 feet in thickness. <br />Mr. Stover's responses have resolved my eazlier geotechnical adeyuacy concerns. <br />cc: Larry Routten <br />Doc: M:\COALUAP\Bow2TR8s.doc <br />JP/JP <br />
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