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Volume 11 Item Page <br />• <br /> 4.6.1. 3 Moffat Area Sediment Pond Design 4.6-29 <br /> 4.6.1. 4 Simulation of Sediment Pond Performance 4.6-32 <br /> 4.6.1. 5 Diversion Ditches 4.6-32 <br /> 4.6.1. 6 Sediment Pond & Diversion Ditch <br /> Construction 4.6-33 <br /> 4.6.1. 7 Sedimentation Control for Small Area <br /> Exemptions 4.6-33 <br /> 4.6.1. 8 Shop and Related Facilities Sediment <br /> Control Plan 9.6-34 <br /> 4.6.2 Alluvi al Valley Floor Analysis 4.6-59 <br /> 4.6.2. 1 Alluvial Valley Floor Studies 4.6-59 <br /> 4.6.2. 2 Valley Floor Characteristics 4.6-60 <br /> 4.6.3 Water Rights Replacement 4.6-61d <br /> 4.6.9 Sediment Control Summary for West Ridge Drainage Area 4.6-62 <br /> 4.6.4. 1 Sediment Yield Calculations for <br /> West Ridge Pond 4.6-63 <br />• 4.6.4. 2 Peak Runoff Determination for <br /> West Ridge Area 4.6-64 <br /> 4.6.4. 3 Sediment Pond Design for West Ridge <br /> Drainage Area 4.6-74 <br /> 4.6.4. 4 Constructed West Ridge Sediment Pond 4.6-96 <br /> 4.6.4. 5 West Ridge Diversion Ditch 4.6-96 <br /> 4.6.4. 6 West Ridge Impoundment Permanent Design <br /> and Retention Justification 4.6-96 <br /> 4.6.5 Sediment Control for Tipple Area 4.6-96 <br /> 9.6.5 .1 Sediment Yield Calculation for <br /> Tipple Area 4.6-101 <br /> 4.6.5 .2 Peak Runoff Determination for <br /> Tipple Area 4.6-102 <br /> 4.6.5 .3 Simulation of Sediment Pond Performance <br /> for Tipple Area 4.6-113 <br /> 4.6.5 .4 Constructed Tipple Sediment Ponds 4.6-113 <br /> 4.6.5 .5 Undisturbed Area Diversion Ditch <br /> for Tipple Area 4.6-117a <br />• <br />1412-37 TOC-12 October 6, 1998 <br />