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2012-12-10_REVISION - M2000041 (3)
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2012-12-10_REVISION - M2000041 (3)
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Last modified
6/16/2021 6:12:55 PM
Creation date
12/11/2012 7:48:22 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2000041
IBM Index Class Name
REVISION
Doc Date
12/10/2012
Doc Name
TR Request
From
EAI
To
DRMS
Type & Sequence
TR3
Media Type
D
Archive
No
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Fremont requests modification of the original mine plan submitted in 2000 to reflect project <br />conditions as directed by Stonewall. <br />Mining will be conducted within each phase of varying acreage as a dry operation via <br />dewatering. Phase 1 includes 94 acres but will be mined out in less than one year, with <br />only 19 acres left to be mined. Bonding will be posted to cover one entire phase. <br />Perimeter dewatering trenches will collect groundwater which will be pumped into the <br />settling pond prior to discharge into the Arkansas River. <br />At the beginning of each phase, topsoil will be removed with scrapers and stockpiled <br />along the phase perimeter to be used in reclamation. Overburden and naturals will <br />initially be stockpiled with ultimate use in 3:1 slope construction and pit backfill. Once <br />mining has exposed shale, the mine floor limit, mining will proceed through the reserve. <br />Reclamation, as slope construction, will occur concurrently with mining until a phase is <br />mined out. Slope construction will utilize overburden and naturals thus reducing the <br />need stockpiles. As mine floor develops, any necessary stockpiles will be located in the <br />pit floor or adjacent to the production stage. Aggregate will be excavated with front end <br />loaders and transported to the production stage by over land conveyors. Bulldozers will <br />be used to push down highwalls to MSHA compliant slopes. <br />Fremont requests modification of the original reclamation plan submitted in 2000 to reflect <br />current project conditions as directed by Stonewall. <br />Final reclamation is a water storage pond. Of the currently developed 154 acres, water <br />storage is proposed for 90 acres. The remaining approximately 60 acres will be <br />contoured and seeded as rangeland. The water storage pond will be sloped 3:1 using <br />bulldozers, loaders and scrapers utilizing overburden and naturals. Excess naturals and <br />overburden will be distributed over the remaining 60 acres with scrapers and loaders. <br />The material will be contoured and compacted with dozers and excavators. <br />Upon completion of slope construction and rangeland area contouring, 4 to 6 inches of <br />topsoil will be placed across the 60 acres and along the perimeter of the pond. The <br />approved seed mix will be placed, mulched and crimped using farm equipment. <br />Please contact me directly with any questions. <br />Respectfully submitted, <br />Angela M. Bellantoni <br />1 <br />f, <br />Enclosures: December 3, 2012 Existing Conditions Map <br />Cc: John P. Ary <br />Denise Gonzales <br />EnV /iirroril er gall AIterinla1tiiV /e5 <br />1107 Main Street, Canon City, CO 81212 <br />www.envalternatives.com • e -mail: eai @bresnan.net <br />Phone: 719- 275 -8951 • Fax: 719- 275 -1715 <br />
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