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2020-07-24_REVISION - M1979192
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2020-07-24_REVISION - M1979192
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Last modified
1/8/2025 6:11:54 AM
Creation date
7/27/2020 10:32:13 AM
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Template:
DRMS Permit Index
Permit No
M1979192
IBM Index Class Name
REVISION
Doc Date
7/24/2020
Doc Name
Incompleteness Response
From
Rockbottom, LLC
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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The existing sediment pond at the southern border of the original permit area will remain after mining <br /> as well as the planned two additional ponds that will be excavated immediately north of the existing <br /> pond. The excavation of the sediment ponds will result in a 3:1 maximum slope from edge of pond to <br /> interior of pond structures. Weirs will be used to direct collected water from pond 3 to pond 2 and <br /> pond 2 to pond 1 as well draining pond 1 directed to Eight Mile Creek drainage. The sediment ponds will <br /> allow for collection of potentially sediment laden surface run off for decantation prior to release by <br /> percolation into the underlying shale or by flow from the weirs. The pond currently in use for the past <br /> forty years of pit operation has never over-filled and released water via the weir device. As time passes <br /> and the effectiveness of the second sediment pond can be determined given the expansion of disturbed <br /> acreage,the necessity of the third pond will be considered. <br /> There are no waste dumps, underground mine openings, or other sediment control structures on site or <br /> planned for the site. Surface flow will be directed towards the existing sediment pond area via shallow <br /> ditches flanking access roads to the pit area. These ditches will be minimally cut to near access road <br /> elevation to direct surface run-off towards the sediment pond area. After re-vegetation has shown to <br /> be successful, all access roads into the proposed additional mining acreage will be ripped, seeded and <br /> mulched and all drainage ditches to control run-off along the temporary access road will be removed <br /> prior to seeding. <br />
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