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2007-11-01_REVISION - M2000098
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2007-11-01_REVISION - M2000098
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Entry Properties
Last modified
6/16/2021 5:48:14 PM
Creation date
12/22/2008 1:17:16 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000098
IBM Index Class Name
REVISION
Doc Date
11/1/2007
Doc Name
TR application
From
Colorado Lime Co.
To
DRMS
Type & Sequence
TR1
Email Name
ESC
Media Type
D
Archive
No
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r- 'Ak UNITED STATES LIME & MINERALS, INC. <br />1468 HIGHWAY SO <br />It <br />Ino¦REDE VED <br />NOV 0 5 2007 ? <br />Division of Reclamation. <br />Mining and Safety <br />DELTA, Co 81416 <br />(970) 874-8300 <br />Department of Natural Resources <br />o Division of Reclamation, Mining and Safety <br />1313 Sherman Street, Room 215 <br />Denver, CO 80203 <br />Attention: Erica Crosby, Environmental Protection Specialist <br />RE: Monarch Quarry, Permit M-2000-098 -e? <br />Dear Erica: <br />November 1, 2007 <br />e v ? s i &VA- uvd f c4 bx <br />Attached please find the information addressing the concerns raised during your inspection of our quarry on <br />August 10, 2007. The 2 issues that have been addressed are: <br />1. Haul Road Location: the attached map shows the location of our new east access road, which <br />provides easier access to the middle and upper benches of the mining area. Originally, all mining <br />was done from the lower dig face; however, but as mining progressed the height of the dig face <br />became excessively high and unsafe. Dozing requirements to keep the dig face at a manageable <br />level become prohibitive. Therefore, the new access road was established to allow us to reclaim the <br />waste dumps in 3 lifts, keeping the dig faces at a height no higher than our loading unit can reach. <br />The overall mining plan and direction as shown in the original permit application have not changed. <br />2. Sediment Pond Alteration: The sediment pond which catches the runoff from the quarry was split <br />into 2 separate ponds due to the construction of the east access road. To the west of the new access <br />road remains a pond which appears large enough to contain the required runoff, to the east remains a <br />smaller pond which is much larger than is needed to contain the runoff from the small acreage that <br />reports to this pond. The east pond has an overflow pipe; the west pond will need to have an <br />overflow structure constructed. Included are some sketches, calculations and pictures to help <br />illustrate the issues and plans for the west pond. <br />3. Action Plan: As soon as the weather will allow next spring, we plan to do a detailed survey of the <br />west pond to insure its size, to enlarge the pond if needed, to reconfigure the pond to allow routine <br />cleaning with a front end loader and to construct the overflow structure. (see sketches for details) <br />SCANNED
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