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2013-10-15_REVISION - C2009087
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2013-10-15_REVISION - C2009087
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Entry Properties
Last modified
8/24/2016 5:33:01 PM
Creation date
10/15/2013 11:09:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
Revision
Doc Date
10/15/2013
Doc Name
Operators copy of MR22 approval to BLM
From
Scott Cowman
To
DRMS
Type & Sequence
MR22
Email Name
JDM
DIH
Media Type
D
Archive
No
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RULE 2 - PERMITS <br />buildings by the addition of two power poles and transmission lines coming from the existing MCC <br />building. Outlet pipes will also be installed in the concrete blocks to convey water to a nearby ditch <br />(RC -133). The pumps will operate intermittently depending on mine in -flows and never exceed 50 <br />gpm/0.1 cfs (capacity of one pump). <br />Microwave Tower and Foundations — In order to improve connection rates at the Twentymile <br />Mine facilities a building and microwave tower will be erected that will link communication <br />infrastructure with that at Sage Creek. The location is on a high ridge with line of site to both Sage <br />Creek and Twentymile facilities. Since the site is outside the currently approved disturbance <br />boundary, a small area exemption will be required. <br />Site PM <br />A 20' x 20' area will be striped of top soil to a depth of 12" to create the space required for <br />installation of foundations. The top soil will be windrowed around the pad and clearly marked. <br />Wattles will be strategically placed to contain erosion and the area will be seeded with the <br />approved seed mix after all construction activities are complete. <br />Foundation <br />A concrete slab will rest on 8" of compacted aggregate fill. The foundation will be n 8' x 8' x 8" <br />slab with a 4' x 4' x 4' concrete block that a tower will be mounted to. Two posts will be <br />installed through the pad to support solar panels. The minimum auger diameter will be 18" and <br />the holes will extended a minimum of 36" below grade. The posts will be poured prior to the <br />forming of the slab. <br />MR -22 2.05 -17A Revision 09/2013 <br />
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