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I • <br />u <br /> <br />LISTING OF ILLUSTRATIONS <br />ILLUS. # TITLE <br />I-1 Geophysical Logs <br />I-2 Typical Road Ditches Design Calculations <br />1-3 Typical Culvert Design Calculations <br />I-4 Refuse Area 1, Sediment Pond and Diversion Ditch Design Calculations <br />I-5 Deleted <br />I-6 Deleted <br />I-6A Refuse Area 5-A Sediment Pond and Diversion Ditch Design Calculations <br />I-7 D Portal Sediment Pond (DP-1) and Diversion Ditch Design Calculations <br />I-8 Refuse Area Sediment Estimates <br />I-9 Scullion Diversion Design Calculations <br />I-10 Culvert Design Calculations/Haul Road, Scullion Gulch and Red Wash <br />Tributary <br />I-11 Culvert Design Calculations/County Road Scullion Gulch <br />I-12 Ditch 8 Culvert DesignNent Entry Area <br />1-13 See Illustration 46 for Water Discharge Permit <br />I-14 LOGS <br />I-15 LOGS <br />I-16 LOGS <br />I-17 CMLRD Comments and Responses <br />I-18 OSM Comments and Responses <br />I-19 CDOW Comments and Responses <br />I-20 Geotechnical InvestigationlD Portal <br />1-21 Geotechnical Investigation/Refuse Area <br />I-22 "D" Portal Post-Reclamation Sediment Dam Design Calculation <br />I-23 Subsidence/Strain Calculations Room and Pillar Area <br />I-24 Proposed Vegetation Sampling/1981 <br />I-25 Range Site Evaluation <br />1-26 Planting Specifications <br />I-27 Typical Culvert & Ditch Calculations/County and Access Roads <br />I-28 Drainage Control/Station 7+43ICounty Road 65 <br />I-29 Peak Runoff Calculations/Conveyor Road and RR Loop <br />I-30 Ditch Capacities Calculations/Conveyor Road and RR Loop <br />1-31 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 />-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 />Midterm Review (08/2002) <br />