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2013-08-19_REVISION - C2009087 (2)
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2013-08-19_REVISION - C2009087 (2)
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Entry Properties
Last modified
8/24/2016 5:23:54 PM
Creation date
8/19/2013 1:00:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
REVISION
Doc Date
8/19/2013
Doc Name
Letter & Application
From
Peabody Sage Creek Mining, LLC
To
DRMS
Type & Sequence
MR20
Email Name
JDM
DIH
Media Type
D
Archive
No
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Peabotq <br />Peabody Sage Creek Mining, LLC <br />August 13, 2013 <br />Mr. Jason Musick <br />Division of Reclamation, Mining and Safety <br />1313 Sherman Street, Room 215 <br />Denver, CO 80203 -2273 <br />Peabody Sage Creek Mine <br />PO Box 250 <br />36600 Routt County Road 27 <br />Hayden, CO. 81639 <br />ceNt-W <br />�� X0,3 <br />pvG 19 �dN <br />SON OF�p �E� <br />RE: Peabody Sage Creek Mine (Permit No. C -2009 -087) — Minor Revision (MR20 -13) Mine <br />Dewatering Pump System <br />Dear Mr. Musick: <br />PSCM hereby requests a Minor Revision (MR20 -2013) to the approved Sage Creek Mine Permit (0- <br />2009-087) for installation of a mine dewatering pump system. <br />Two boreholes will be drilled (approximately 10' apart) into the mine; one 14" diameter hole for the <br />water pump and one 5 5'8" diameter hole for pump controls (see revised Map 2.05.3 -MIA South End <br />Facilities). Both holes are to be steel cased. The hole for the water pump will be seated in a 6'x 6'x l' <br />concrete base sitting on the ground surface. A 4'x 4' x 8' metal building will be constructed on the <br />concrete platform containing the pump system to prevent freezing. Power will be brought to the pump <br />and building by the addition of two power poles and transmission lines coming from the existing MCC <br />building. An outlet pipe will also be installed in the concrete base to convey water to a nearby ditch (RC- <br />D3). <br />The pump will operate intermittently depending on mine in -flows and never exceed 50 gpm (capacity of <br />the pump). The downstream drainage structures are over - designed and can easily accommodate increased <br />intermittent flows of up to 50 gpm/0. I I cfs. <br />This submittal contains (2) copies of the following items: <br />• DRMS Revision Application <br />• Text Edits <br />• Revised Map 2.05.3 -MIA South End Facilities <br />• Insertion instructions <br />A minor amount of excavation will be required to make space for the drill rig, however the area is already <br />considered disturbed so there will be no increase to the disturbed acreage calculation. <br />
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