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2002-12-16_REVISION - M1977392
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2002-12-16_REVISION - M1977392
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Last modified
6/15/2021 5:33:20 PM
Creation date
11/22/2007 12:38:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977392
IBM Index Class Name
Revision
Doc Date
12/16/2002
Doc Name
Permit Amendment Application
From
The Denver Brick Company
To
DMG
Type & Sequence
AM2
Media Type
D
Archive
No
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EXHIBIT E-RECLAMATION PLAN <br />I st -Stave: <br />Topsoil is stockpiled and not disturbed until miring of the amended area is complete. <br />Stockpiling the top 4 to 6 inches of soil is accomplished using a dozer with a blade. <br />Overburden if any is stockpiled separately using a dozer or dozer and scraper. <br />After each mining segment the overburden will be backfilled into the excavated azea <br />This sequence of stockpiling topsoil, overburden and clay, then backfilling with the <br />overburden will be repeated untIl mining of the amended area is complete. <br />2°d-Stave <br />Mining of calcine and backfilling of the overburden will result in a small, shallow <br />depression. Final contouring will then be done with the following goals. <br />1. All slopes grade to 3:1. <br />2. Adequate drainage established using the pre-mining drainage patterns <br />After contouring and grading, the topsoil will be replaced and adequate fertilizer added <br />for promoting plant growth. Seed will be sewn at the established rates and vazieties <br />previously established for this mine. Fertilizer will be disced into the topsoil and seed <br />drilled. Mulch will then be distributed over the seeded area. <br />Roads <br />The existing haulage road will not be reclaimed. This road is used for hauling from the <br />adjacent Bijou Mine and by those holding the state grazing lease. <br />Reclamation Treatment of Other Features <br />Waste rock dumps, tailing impoundments,underground openings, ditches, buildings and <br />other features will not be constructed and therefore no reclamation treatment will be <br />necessary. <br />HvdroloEv <br />Runoff from the site occurs as overland flow. The overburden backfill is of a low clay <br />content and will not increase runoffpotential. <br />
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