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2004-10-28_PERMIT FILE - M2004067
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2004-10-28_PERMIT FILE - M2004067
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Last modified
5/21/2020 8:44:05 AM
Creation date
11/20/2007 3:48:11 PM
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Template:
DRMS Permit Index
Permit No
M2004067
IBM Index Class Name
Permit File
Doc Date
10/28/2004
Doc Name
112(c) New Appl
From
Clear Creek District Water Providers LLC
To
DMG
Media Type
D
Archive
No
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Banks and Gesso, LLC <br />to divert water around this site and back to the original drainage course. The <br />processing/loadout site will be approximately 4 acres in size. Approximately 1.8 M cubic <br />yards, or 2.6 M tons, of material will be removed to create this site. Estimates indicate <br />that of the approximately 1.8 M cubic yards, 90,000 cubic yards may be overburden that <br />cannot be used in asphalt mix designs and 1.71 M cubic yards or 2.6 M tons will be <br />usable. Rock placed in the temporary waste rock storage are will be processed when a <br />plant is set up. <br />The processing/loadout site is designed with a minimum 2% grade for positive drainage <br />across the site. Surface water from the disturbed areas will be diverted on the south to a <br />settling basin prior to being released back into the natural drainage system. Appropriate <br />discharge permits will be obtained. <br />The combination of ripping and blasting will also be used to construct the <br />processing/loadout site. Some of the usable materials will be processed on site with a <br />temporary crushing spread and some material may be removed from the site for <br />processing elsewhere. The access road and the processing/loadout site will be <br />completed within the first two years of startup. <br />10 Year Quarry Plan <br />The mine plan for the 10-year quarry is shown on Exhibit C-2C: Mine Plan Map. <br />Concerning bench design, the structural geology study conducted by Dr. Able and <br />Church and Associates indicates that a safe vertical wall slope of 63.4 degrees should <br />be maintained on all high walls. The highwalls will not to exceed 50 feet in height at any <br />given time. The horizontal benches at the bottom of each highwall will be a minimum of <br />24 feet in width. The configurations for highwalls and benches have been designed to <br />meet MSHA minimum standards as applied by Dr. Able to this site. Benches are <br />designed to be continuous and connected so that they can be accessed for any future <br />maintenance necessary and also to prevent wildlife that may venture onto a bench from <br />becoming stranded. <br />Clear Creek District Water Providers, LLC October 25, 2004 <br />MMRR Quarry 9 03047 <br />
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