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2020-07-02_PERMIT FILE - C1981019A
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2020-07-02_PERMIT FILE - C1981019A
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Entry Properties
Last modified
8/21/2020 10:04:52 AM
Creation date
8/13/2020 6:04:37 AM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
7/2/2020
Doc Name
Volume 1 Rule 4
Type & Sequence
TR136
Section_Exhibit Name
4.01 Through 4.30
Media Type
D
Archive
Yes
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RULE 4 PERFORMANCE STANDARDS <br /> .U# 4'1$€.fsaa&R+mM.ih.v'.'tiNa#: s:c «'kt#GA 4P'�a+8£m*ave::.A nsd4 S'A•k` - C: 23ICK.. <br /> under the sandstones. No toxic concentrations of acid forming materials have been found in the <br /> overburden, reclaimed slopes or surface and ground water system associated with the Colowyo <br /> Mine. No adverse effects on groundwater quality are expected to occur due to mine excavations <br /> or backfilling. <br /> 4.05.12 Protection of Groundwater Recharge Capacity <br /> The reclamation plan as described in 2.05.4 will return the disturbed lands to approximately the <br /> pre-mining condition; therefore, ground water recharge capacity is expected to approximate the <br /> premining condition. Also, because of the minimal existence of ground water in the mining area, <br /> the mining operation and subsequent reclamation should have no adverse effect on the existing <br /> ground water recharge capacities. <br /> The history of the ground water monitoring plan is further documented in 4.05.13. The mine has <br /> not established Point of Compliance locations for ground water monitoring because of a lack of <br /> ground water. The following discussion is provided to document this: <br /> The aspect of monitoring ground water is dependent on whether or not there is a <br /> continuous, non-perched ground water layer/zone to monitor. Since active mining at <br /> Colowyo Mine began 30 years ago, the mining zone in both the East and West Pits have <br /> not encountered any significant ground water,except for perched ground water. Therefore, <br /> the following is presented to clarify the ground water conditions at the Colowyo Mine. <br /> Geology/Topography <br /> The Colowyo Mine is located in the Williams Fork Formation of the Cretaceous Mesaverde <br /> Group. The Williams Fork Formation is comprised of discordant beds/units of sandstone, <br /> siltstone and mudstone and coal seams, with an approximate thickness of 1,200 to 1,300 <br /> feet in the mine area. Deposited in a deltaic environment, the beds vary in thickness and <br /> lateral extent throughout the Colowyo Mine. The numerous coal seams also vary in <br /> thickness and lateral extent. The sandstones tend to be very fine grained to fine grained <br /> and poorly sorted,with various amounts of silt and clay. For the siltstones and mudstones, <br /> theses units contain various amounts of finer and coarser materials. The total mined <br /> sequence in both pits is up to 450 feet thick and is comprised principally of mudstones, <br /> siltstones and coals, with sandstone layers being least prevalent. <br /> The Williams Fork Formation conformably overlies the Iles Formation. At the top of the <br /> Iles Formation is the Trout Creek Sandstone (TCSS). The TCSS is a massive, white to <br /> light gray, very fine to fine grained, moderately well sorted sandstone with a thickness of <br /> between 50 and 70 feet and is approximately 1,200 to 1,300 feet below the Colowyo Mine. <br /> This is the only mapped continuous unit in the area of the Colowyo Mine and has been <br /> noted as being an excellent marker bed for correlation work of the coal seams. Beneath <br /> the TCSS, the Iles Formation is comprised of sandstones, siltstones and marine shales. <br /> Two major features, the Collom Syncline and the Danforth Hills Anticline/Wilson Dome, <br /> control the geologic structure in the area of Colowyo Mine. The axis of the Collom <br /> Rule 4 Performance Standards 4-15 Revision Date: 12/20/19 <br /> Revision No.: TR-135 <br />
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