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2008-10-16_PERMIT FILE - M2008070
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2008-10-16_PERMIT FILE - M2008070
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Last modified
8/24/2016 3:37:12 PM
Creation date
10/16/2008 3:53:10 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2008070
IBM Index Class Name
PERMIT FILE
Doc Date
10/16/2008
Doc Name
New Application 112c
From
Western Gravel. LLC
To
DRMS
Email Name
SSS
Media Type
D
Archive
No
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Custom Soil Resource Report <br />Tables-Gravel Source (Western Gravel LLC (Phase 1)) <br />Gravel Source- Summary by Map Unit - Rio Blanco County Area, Colorado <br />Map unit symbol Map unit name Rating Component Rating reasons Acres in AOI Percent of AOl <br /> name (percent) (rating values) <br />11 Borollic Poor Borollic Bottom layer 9.3 30.9% <br /> Calciorthids- Calciorthids (0.00) <br /> Guben (60%) <br />Thickest layer <br /> complex, 6 to (0.00) <br /> 50 percent <br /> slopes Guben (30%) Thickest layer <br /> (0.00) <br /> Bottom layer <br /> (0.00) <br />71 Redrob loam Poor Redrob (85%) Thickest layer 0.0 0.0% <br /> (0.00) <br /> Bottom layer <br /> (0.00) <br />104 Yamac loam, 2 to Poor Yamac (85%) Bottom layer 20.7 68.6% <br /> 15 percent (0.00) <br /> slopes <br />Thickest layer <br /> (0.00) <br />129 Water Not rated Water (95%) 0.2 0.5% <br /> Aquolls (5%) <br />Totals for Area of Interest (AOI) 30.21 100.0% <br />Gravel Source- Summary by Rating Value <br />Rating Acres in A01 Percent of A01 <br />Poor 30.0 99.5% <br />Null or Not Rated 0.2 0.5% <br />Rating Options-Gravel Source (Western Gravel LLC (Phase 1)) <br />Aggregation Method: Dominant Condition <br />Component Percent Cutoff.' None Specified <br />Tie-break Rule: Lower <br />Roadfill Source (Western Gravel LLC (Phase 1)) <br />Roadfill is soil material that is excavated in one place and used in road embankments <br />in another place. The soils are rated as a source of roadfill for low embankments, <br />generally less than 6 feet high and less exacting in design than higher embankments. <br />The ratings are for the whole soil, from the surface to a depth of about 5 feet. It is <br />assumed that soil layers will be mixed when the soil material is excavated and spread.
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