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PERMFILE60492
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PERMFILE60492
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Last modified
8/24/2016 11:07:22 PM
Creation date
11/20/2007 6:43:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082A
IBM Index Class Name
Permit File
Doc Date
9/30/2002
Section_Exhibit Name
Tab 21 Minesoil Reconstruction
Media Type
D
Archive
Yes
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inclusions (Addendum 3, Tab 91. Mean salvage thicknesses of 2.0 and 1.5-feet were used far Map <br />Units 2D and 2E, respectively, to cal~:ulate recoverable soil volumes listed in Table 1 and Exhibit 9-1. <br />These soil salvage figures account for inclusions and soil loss during salvage due to brush clearing. • <br />Routt on slopes in excess of 45 percent (Map Unit 2F1 is unsalvageable due to very steeFt slopes <br />(Addendum 8, Tab 91. <br />66-Zoltay Variant Clay Loam. Zoltay Variant clay loam soils occur on nearly level to gently sloping <br />alluvial fans and drainage way bottoms. This soil is deep, has a thick, dark colored surface horizon, <br />and has subsoil clay accumulation. Adjacent Silas and Coutis profiles lack significant <br />subsoil/substratum profile development and clay accumulation. <br />The recommended soil salvage thickness is based solely on the thickness of the surface mollic <br />epipedon and transitional horizons since subsurface clay levels are unsuitable. Soil salvage should be <br />terminated at the top of the argillic IBtI horizon. The mean in situ suitable soil thickness for 3 profiles <br />is 20 inches (Addendum 8, Tab 91. <br />The 66 map unit consists of 85 percent Zoltay variant and 5 percent each of Coutis, Silas, and <br />Spicerton variant inclusions (Addendum 3, Tab 91. A 2.0-foot mean salvage thickness was used for ' <br />Map Unit 6B to calculate recoverable soil volumes listed in Ta61e 1 and Exhibit 9-1 . <br />X80, X8E-Winevada-Splitro Complex. These map units are located on the gently sloping to steep ~ • <br />bedrock controlled si e <br />deslop s, swales, and ridges. These soils are shallow to moderately deep, lack ' <br />significant subsoil/substratum profile development, and typically have afine-loamy particle size control <br />section. <br />The recommended soil salvage thickness for both soils is based solely on the depth to sandstone <br />bedrock. The mean in situ suitable soil thickness for 17 Splitro profiles is 13 inches (Addendum 8, <br />Tab 91. The mean in situ suitable soil thickness for 30 Winevada protifes is 30 inches (Addendum 8, <br />Tab 91. <br />The X8D and X8E map units consist of 45 percent Winevada and 35 percent Splitro with 5 percent <br />each of Coutis, Foidel, Routt, and Rock Outcrop inclusions (Addendum 3, Tab 91. A 2.0-foot mean <br />salvage thickness was used for Map Units XSD and X8E to calculate recoverable soil volumes listed in <br />Table 12-1 and Exhibit 9-1. This soil salvage figure <br />•' <br />12 <br />
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