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• Volume 6 <br />Page <br /> 3 .0 OPERATION PLAN <br /> 3 .1 GENERAL MINE NARRATIVE <br /> 3 .1-1 List of Major Mining Equipment 3 .1-6 <br /> Volume S <br /> 3 .5 ROADS <br /> 3 .5-1 Curve Numbers of Subwatershed Areas 3 .5-Sa <br /> 3 .5-2 Design Criteria for Peak Flow 3. 5-Sc <br /> 3 .5-3 Culvert Sizing 3. 5-Sf <br /> 3 .5-6 Calculation for Typical Roadside Ditch Design 3. 5-Si <br /> 3 .5-7 Goat Trail Worst Case Slope Geometry 3. 5-9 <br /> 3 .5-8 Goat Trail Slope Tension Crack 4 <br /> Failure Surface Location 3. 5-11 <br /> 3 .5-9 Failure Geometry and Tension Crack Position 3. 5-13 <br /> 3 .5-10 Typical Soil and Rock Properties 3. 5-14 <br />• Volume 10 <br /> 4 .0 RECLAMATION PLAN <br /> 4. 3 TOPSOIL MANAGEMENT <br /> 4. 3-1 Moffat Area Soil Series Reconstruction Potential 4. 3-5 <br /> 4. 3-2 Moffat Area Soil Materials Mass Balance 4. 3-7 <br /> 4. 3-3 West Ridge Area Soil Series Reconstruction Potential 4. 3-7 <br /> 4. 3-4 West Ridge Area Soil Materials Mass Balance 4. 3-8 <br /> 4. 3-5 West Ridge Area Soil Mass Balance by Ownership 4. 3-8 <br /> 4. 3-6 Substitute Soil Suitability Characteristics 4. 3-14 <br /> 4. 4 REVEGETATION PLAN <br /> 4. 4-1 Potential Revegetation Species Listing 9. 4-10 <br /> 4. 4-2 Edna Mine Permanent Rangeland Seed Mixture 9. 4-11 <br /> 4. 4-3 Temporary Stabilization Seed Mixture 4. 4-12 <br /> 4. 4-4 Permanent Rangeland Seed Mixture 4. 4-16 <br />r 1 <br />U <br />~-3~ TOC-22 October 6, 1998 <br />