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2019-04-13_REVISION - M1984168 (9)
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2019-04-13_REVISION - M1984168 (9)
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Entry Properties
Last modified
12/27/2024 9:23:45 AM
Creation date
4/15/2019 10:15:36 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1984168
IBM Index Class Name
REVISION
Doc Date
4/13/2019
Doc Name
Request for Technical Revision
From
Williams Fork Mining
To
DRMS
Type & Sequence
TR7
Email Name
ACY
THM
Media Type
D
Archive
No
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WILLIAMS FORK MINING COMPANY <br /> SAND AND GRAVEL SITE <br /> Exhibit I............ Site Assessment for Soils <br /> 1.0 Legal Description <br /> W-1/2 of the SW-1/4, Section 16, Ta6N, R91W (Figure 1). <br /> Permit area-83.3 acres(Exhibit C map). <br /> Actual proposed mined area-65.3 acres (Exhibit C map) <br /> 2.0 Soils (Figure 2) <br /> The proposed permit area is mapped by the Natural Resources Conservation Service as <br /> AW-Cumulic Haploquolls, occasionally flooded (SW-1/4, SW-1/4, Section 16)and Absher very <br /> fine, sandy loam (SW-1/4, SW-1/4, Section 16). (See SCS soil descriptions.) AW soils are <br /> deep, poorly drained, and are formed in alluvium on flood plains and stream terraces at elevations <br /> of 6,000 to 7,000 feet. Included in this mapping unit are small areas of Homelake soils. <br /> Generally, the A horizon is a dark gray loam about twenty inches thick. The subsoil material is <br /> stratified loam, clay loam or clay. In some areas, sand and gravel is at a depth of thirty to sixty <br /> inches. Surface runoff is slow and erosion hazard from wind and water is slight. <br /> Absher soils are deep, well-drained, and are formed in mixed alluvium on flood plains and <br /> terraces at elevations of 6,000 to 7,000 feet. Included in this unit are small areas of Tisworth, <br /> Battlement and Glendive soils. Typically, the surface layer is light brownish gray, very fine, sandy <br /> loam two inches thick. The subsoil is very strongly alkaline, dark grayish brown and brown silty <br /> clay loam 23 inches thick. The substratum to a depth of sixty inches or more is a very strongly <br /> alkaline, pale brown loam. Permeability and runoff of Absher soil is slow and the hazard of water <br /> erosion is low, although hazard of soil blowing is high. The suitability of this soil type as source <br /> material for topsoil or roadfill is poor. Absher soils will not be salvaged due to the poor suitability <br /> for reclamation purposes. <br /> A complete description of these soils is provided in Attachment 1-1. <br /> Strippable topsoil (i.e., topsoil that can be salvaged by scrapers and is composed of all A horizons <br /> and those B horizons that do not have a high clay or sand content)will be salvaged prior to distur- <br /> bance. The topsoil depths (on AW soils) range from 10 inches to 28 inches with a mean (x)of <br /> 19.0 inches. (Depths of the associated A horizon ranged from zero inches to twelve inches with <br /> a mean (x)of 4.0 inches.) (See Exhibit C map for locations <br /> As of September 2020, the total life-of-mine disturbance is projected to be approximately 65.3 <br /> acres. The three reclaimed ponds, excluding islands, are expected to encompass approximately <br /> 36.3 acres. The amount of replacement topsoil for the remaining 17.5 acres, including islands, <br /> will be between 16 and 19 inches. Therefore, approximately 39,900 bank cubic yards of topsoil <br /> will be needed for replacement. Presently, 25,370 cubic yards are in stockpile; therefore, 14,530 <br /> yards remain to be salvaged for future replacement. <br /> FVUsh 4/19 <br /> [sgpermit] <br /> Revision- -T CI-0 <br /> Approved <br />
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