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MASTER TABLE OF CONTENTS <br />I-29 Peak Runoff Calculations/Conveyor Road and RR Loop <br />I-30 Ditch Capacities Calculations/Conveyor Road and RR Loop <br />I-31 Calculations of Sediment Volume, Settlement Volume and Storage Volume for <br />Sedimentation Ponds <br />I-32 Design of Culverts for Conveyor Alignment as of 3/30/81 <br />I-33 Relationship between Topsoil Pile and Sediment Pond Sizes <br />I-34 Ponds Sizing Calculations -Sedimentation and Erosion Control Ponds <br />I-35 Deleted <br />I-36 Cross Sections A-A', B-B' <br />I-37 Cross Sections C-C', D-D' <br />I-38 Cross Sections E-E', F-F' and G-G' <br />I-39 Ponds 1 & 2 Calculation -Slot Storage Area (Ponds SS1 and SS2) <br />I-40 Calculations for Two Ponds on the South Side of Railroad Loop Fill Slope <br />(Ponds RR-1 and RR-2) <br />I-41 Sediment Control Calculations -Material Storage at East Intakes <br />I-42 Refuse Data and Analysis (Mike Weigand's memo) <br />I-42A Refuse Data and Slope Stability Analysis Refuse Area 5A <br />I-42B Refuse Data and Slope Stability Analysis -Revised 2004 <br />I-43 Air Emission Permits <br />I-44 SEDCAD Runs on Various Areas, Small Area Exemption <br />I-45 SEDCAD Runs for Runoff Volume and V-Ditch Calculations, Road Base <br />Storage Pad <br />I-46 Water Discharge Permit <br />I-47 Reclamation Cost Estimate <br />I-48 IBLA Decision 94-366 <br />I-49 Post-reclamation Refuse Area Sedimentology Calculations <br />I-50 Refuse Pile Temporary Ditch Specifications <br />-51 BLM Conditions <br />TR-60 (08!2004) <br />