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<br />• <br />TABLE OF CONTENTS (continued) <br />Page <br />VI. DESIGN OF CULVERT'S, CHANNELS, AND SEDIMENT PONDS <br />6.1 Internal and Noncontributing Drainage 35 <br />6.2 Culvert Evaluation. 36 <br />' 6.2.1 Culvert Design 38 <br />6.2.2 Existing Culvert Adequacy. 38 <br />6.2.3 Proposed Culvert Design. 41 <br />• 6.2.4 Culvert Outlet Erosion Control 42 <br />6.3 Sediment Pond Evaluation and Design 44 <br />6.3.1 Snovmelt Runoff. 45 <br />r 6.3.2 Rainfall Volume for 10-Year, <br /> 24-Hour Storm Event. 48 <br />6.3.3 Sediment Storage Volumes 50 <br />• <br />6.3.4 Sediment Pond Adequacy 52 <br />6.3.5 Reservoir Shape and Short Circuiting 52 <br />6.3.6 Sediment Pond Maintenance. 53 <br />6.4 Diversion Channel Evaluation and Design 53 <br />6.4.1 Minor Diversion Channels 55 <br />6.4.2 Major Diversion Channels .. 62 <br />6.4.3 Channel Restoration. 70 <br />6.4.4 Comments on Channel Design and Restoration 75 <br />VII. SUMMARY AND CONCLUSIONS. 78 <br />APPENDI Y. A ~ . Map Pocket <br />• <br /> <br />iv <br />