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2009-09-11_REVISION - M1997064 (5)
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2009-09-11_REVISION - M1997064 (5)
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Last modified
6/15/2021 5:55:50 PM
Creation date
9/14/2009 10:56:42 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1997064
IBM Index Class Name
REVISION
Doc Date
9/11/2009
Doc Name
Conversion Submittal
From
EAI
To
DRMS
Type & Sequence
CN1
Media Type
D
Archive
No
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The Salt Canyon Project target gypsum deposit lies within the Ustic <br />Torriorthents-Sedillo complex. The primary commodity is cement grade gypsum. <br />Incidental materials, such as overburden or reject material will be used during <br />reclamation to build up the excavation floor for final grading or rebuild slopes if <br />necessary. Based on site exploration, average deposit thickness is 30 feet, ranging <br />in thickness from 19 to 39 feet. Gypsum will be extracted to an anticipated <br />sandstone floor. This will be a dry mining operation. <br />The proposed mine will operate between six to eight weeks each year with <br />mining and processing activities Monday thru Saturday from sunrise to sunset. <br />Mining and processing will be performed by a licensed contractor with oversight by <br />GCC personnel. <br />The site will be developed in phases beginning in the northwest corner of <br />southern gypsum deposit and progressing to the southeast through the deposit. The <br />expected life of the mine is approximately 30 years. Each phase will include an <br />active mining area of ten (10) acres or less and processing/storage area of <br />approximately five (5) acres. <br />The soils and vegetation descriptions provided by Fremont Soil Conservation <br />District remain unchanged from the original approved 110 permit application. <br />Minimal plant growth medium is on site but all will be reserved and used for <br />reclamation. Overburden is approximately zero to five feet deep across the deposit. <br />The northwest end of the southern most ore body contains approximately five feet of <br />overburden, diminishing with progression to the southeast. <br />Using loaders, motor graders, haul trucks and bulldozer, mining will <br />commence in the northwest end of the southern gypsum deposit as a perpendicular <br />cut into the ore body developing both a northwest and southeast mining face. <br />Depending on the depth of overburden, a scraper may be used to manage the <br />overburden. Mining will proceed northwest to the northern extent of the deposit. <br />Attention will then turn to the southeast face, executing the rotational removal and <br />placement of surface material and overburden to reclaim to the northwest. <br />Preliminary mine development will include temporary stockpiling of surface <br />material and overburden, looped haul road and processing area. In order to <br />minimize view shed impact, initial site development will occur in the Preliminary <br />Processing Area, or Phase 1. Surface plant growth medium will be removed and <br />used for temporary reclamation and stormwater erosion mitigation on the existing <br />Western Nutrients disturbance. Gypsum will be mined as a 225 foot wide face <br />proceeding southwesterly perpendicular and approximately 100 feet into the <br />southern target deposit. This initial gypsum removal will develop a 15 to 20 foot <br />bench to the east, providing a visual buffer for mining and processing equipment and <br />stockpiles. <br />Phase 2 or the Northwest Quadrant will relocate the processing and stockpile <br />area into the mine excavation. Mining will proceed from the perpendicular cut to the <br />northwest to the anticipated sandstone floor. Depending on the integrity of the <br />material, 3:1 slopes will be maintained throughout mining by pushing deposit with a <br />dozer onto the mine floor. In the event slope material is too fragile to support <br />equipment, fifty foot benches will be constructed for every 10 foot of vertical face. <br />Page 7 of 34
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