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Volume 7 Item page <br />• 3. 3 OVERBURDEN REMOVAL METHODS 3.3-1 <br /> 3. 3. 1 Equipment 3.3-1 <br /> 3. 3. 2 Mining Sequence 3.3-1 <br /> 3.3.2.1 Moffat Area Mining Sequence 3.3-2 <br /> 3.3.2.2 West Ridge Mining Sequence 3.3-2 <br /> 3 .4 BACKFILLING AND GRADING METHODS 3.4-1 <br /> 3. 4. 1 Backfilling Methods and Equipment 3.4-1 <br /> 3 .4. 2 Grading Methods and Equipment 3.4-1 <br /> 3.4.2.1 Moffat Area Grading Plan 3.4-1 <br /> 3.4.2.2 West Ridge Grading Plan 3.4-4 <br /> Appendix 3.4-A <br /> Moffat Area Slope Stability Analysis Appendix <br /> Appendix 3.4-B <br /> Moffat Pit Final Drainage Specifications Appendix <br />• Volume 8 <br /> 3 .5 ROADS 3.5-1 <br /> 3 .5 .1 Road Construction and Maintenance Equipment 3.5-1 <br /> 3 .5 .2 Construction Methods 3.5-1 <br /> 3.5.2.1 Road Profiles and Cross Sections 3.5-2 <br /> 3.5.2.2 Stability Analysis of Roadway Cut and <br /> Fill Slopes 3.5-2 <br /> 3 .5 .3 Culvert Design Summary 3.5-3 <br /> 3.5.3.1 Culvert Drainage Areas for the <br /> Moffat Area 3.5-3 <br /> 3.5.3.2 Design Criteria for Peak <br /> Flow Determination 3.5-4 <br /> 3.5.3.3 Peak Flow Determination for Culverts in <br /> Moffat Area (MC) 3.5-5 <br /> 3.5.3.4 Peak Flow Determination for Culverts in <br /> East Ridge (E), Center Line IC) and <br /> Skyline (SK) 3.5-Sb <br /> 3-5.3.5 Culvert Design 3.5-Sb <br />• 3 .5 .4 Roadside Ditches 3.5-Sh <br />MR-37 TOC-7 October 6, 1998 <br />