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REV96317
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Entry Properties
Last modified
8/25/2016 3:21:02 AM
Creation date
11/21/2007 11:58:17 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984168
IBM Index Class Name
Revision
Doc Date
9/23/1985
Doc Name
AN APPLICATION FOR A PERMIT TO CONDUCT S&G MINING & RECLAMATION ACTIVITIES IN MOFFAT CNTY COLO
Type & Sequence
CN1
Media Type
D
Archive
No
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TRAPPER MINING INC. <br />SAND AND GRAVEL SITE <br /> <br />Exhibit I - Site Assessment for Soils <br />1.0 Legal Description <br />W 1/2 of the SW 1/4, Section 16, T6N, R91W (Figure 1). <br />Permit area - 83.3 acres (Exhibit C map). <br />Actual mined area - 45.4 acres (Exhibit C map) <br />2.0 Soils (Figure 2) <br />The proposed permit area is mapped by the Soil Conservation Service as <br />AW-Cumulic Haploquolls, occasionally flooded (NW 1/4, SW 1/4, Sec. 16) and <br />Absher very fine, sandy loam (SW 1/4, SW 1/4, Sec. 16). (See SCS soil <br />descriptions.) AW soils are deep, poorly drained, and are formed in allu- <br />vium on flood plains and stream terraces at elevations of 6,000 to 7,000 <br />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. <br />The subsoil material is stratified loam, clay loam or clay. In some <br />areas, sand and gravel is at a depth of thirty to sixty inches. Surface <br />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 <br />flood plains and terraces at elevations of 6,000 to 7,000 feet. Included <br />• in this unit are small areas of Tiaworth, Battlement and Glendive soils. <br />Typically, the surface layer is Light brownish gray, very fine, sandy loam <br />two inches thick. The subsoil is very strongly alkaline, dark grayish <br />brown and brown silty clay loam 23 inches thick. The substratum to a <br />depth of sixty inches or more is a very strongly alkaline, pale brown <br />loam. Permeability and runoff of Absher soil is slow and the hazard of <br />water erosion is low, although hazard of soil blowing is high. The suita- <br />bility of this soil type as source material for topsoil or roadfill is <br />poor. Absher soils will not be salvaged due to the poor suitability for <br />reclamation purposes. <br />A complete description of these soils is provided in Attachment I-1. <br />Strippable topsoil (i.e., topsoil that can be salvaged by scrapers and is <br />composed of all A horizons and those B horizons Chat do not have a high <br />clay or sand content) will be salvaged prior to disturbance. The topsoil <br />depths Con AW soils) range from 10 inches to 28 inches with a mean (T) <br />of 19.0 inches. (Depths of the associated A horizon ranged from zero <br />inches to twelve inches with a mean (z) of 4.0 inches.) (See Exhibit C <br />map for locations.) The amount of available topsoil is 112,159 cubic <br />yards for the 45.4 acre mining area. <br />Since the pond, after mining and reclamation, is expected to be 57 acres <br />in size, the amount of replacement topsoil for the remaining 26.3 acres <br />will be between 16 and 19 inches. Therefore, approximately 61,878 bank <br />. cubic yards of topsoil shall be needed for replacemenC. Presently, 15,194 <br />cubic yards are in stockpile; therefore, 46,684 yards remain to be sal- <br />vaged for future replacement. <br />JMM/jb <br />8/30/85 <br />
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