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PERMFILE129975
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PERMFILE129975
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Last modified
8/24/2016 10:30:55 PM
Creation date
11/25/2007 8:28:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
TAB 09 ATTACHMENT 9-6 SOIL BASELINE STUDY EAST WADGE EXTENSION AREA
Media Type
D
Archive
No
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ADDENDUM 9-6-1 (Cont.) <br />Soil Map Unit Lharacterlstics <br />Map Percent Erosion Hazard of Land lla nge <br />Unit of Map Inclusions Within 1 2 Bare urface 3 Capability 4 Site 5 <br />Number Map Unit Name Unit Map Unit Slopes and Terrain Parent Material Type Water Wind Classification Classification <br />53E Wineveda silt loam 75S Skylfck 105 Steep so 115 on upper Residuum and colluvium Mod Med 6e Mountain loam <br /> 20 to 40S slopes Splitro 10S drainage sidesloDes from sandstone <br /> Loutis 55 and 6attoms <br />62L Cha perton va rtant 75S Chaperton SPD 15S Strongly sloping soils Local alluvium and Mod High 6c Loamy slopes <br /> sandy loam, 6 to Wineveda 55 on fans, benches, and colluvium from <br /> 15S slopes Coutis 55 toe slopes sandstone <br />66E Skyltck silt loam 75S Wineveda 10% Steep soils on upland Residuum and colluvium Mod Med 7e Brushy loam <br /> 20 to 40S slopes Routt 105 mountain sldeslopes from fine-grained <br /> Loutis 5X and benches sandstone <br />99 Cryoborolls - 50S Splitro 5% Steep to very steep Colluvium from Law Low 7e/8 -- <br /> Cryorthents - 305 soils on sideslopes, sandstone escarpments <br />.o <br />i Rock Outcrop Complex 15S ridges, and escarpments <br />a <br />i <br />w <br />^' SSRO <br />Rack Outcrop <br />100% <br />-- <br />Very steep escarpments <br />Sandstone <br />Low <br />Low <br />8 <br />-- <br />P Ponds 1005 -- Small water impoundments <br /> made by man and beaver -- -- -- 8 -- <br />DL Disturbed~Land 1005 -- Pond 008 and stdeslopes -- -- -- -- -- <br /> (mining) <br />RLT Reclaimed Land - 1005 -- Embankment, dam, and -- -- -- -- -- <br /> Topsoiled borrow pit for Pond 008 <br />m <br />n i , <br />0 <br />rn <br />m <br />• • • <br />
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