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Mazch 2000 -v- 993-2099.150 <br />• Appendix C Design Calculations <br />Appendix C-I Geogrid Calculations <br />Appendix C-2 Geomembrane Tensile Strength and Anchor Trench Calculations <br />Appendix C-3 Primary Solution Collection Pipe Burial Calculations <br />Appendix C-4 Primary Solution Collection Pipe Flow Calculations <br />Appendix C-5 Riser Pipe Calculations <br />Appendix C-6 Phase III Ore Slope Settlement Calculations <br />Appendix C-7 Phase IV Native Ground Settlement Calculations <br />Appendix C-8 High Volume Solution Collection Piping Calculations <br />Appendix C-9 Existing Pipe Burial Calculations <br />Appendix C-9-1 Arequa Gulch Spring Pipe <br />Appendix C-9-2 Phase I, II, III Pipes <br />Appendix C-10 Underdrain Calculations <br />VOLUME VII <br />Appendix D Assessment of Underground Workings Within Limits of Phase IV Valley <br />Leach Facility <br />Appendix E Phase IV Slope Stability Results <br />. Appendix E-1 Infmite Slope Analysis <br />Appendix E-2 Slope Stability Files <br />Appendix F Surface Water Hydrology <br />Appendix F-1 Letter To OLMR Pertaining to SCS Runoff Curve Numbers <br />Appendix F-2 Output From HEC-1 Models <br />Appendix F-3 Culvert Sizing <br />Appendix G Water Balance Model Tabular Output Data <br />Appendix G-1 Precipitation Data <br />Appendix G-2 Evaporation Data <br />Appendix G-3 Phase IV Probabilistic Water Balance Model <br />Appendix H Technical Specifications <br />• <br />I:\97Q099~FINAL REPORT3099MAINNLDOC Golder Associates <br />