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DESIGNING A CROSSING 2.1 Design Considerations 2.1.1 Ecological Functioning 2.1.1.1 Structure Width ** UPDATED JANUARY 2025 ** 2.1.1.2 Structure Width Decision Tree: Guidance and Limits 2.1.1.3 Debris 2.1.1.4 Sediment Transport and Channel Geometry 2.1.1.5 Channel Stability 2.1.1.6 Horizontal Alignment 2.1.1.7 Riparian and Floodplain Connectivity 2.1.2 Use of a Reference Reach 2.1.2.1 Reference Reach Selection 2.1.2.2 Reference Reach Survey 2.1.2.3 Reference Reach Use in Design 2.1.2.4 Slope 2.1.3.1 Hydraulic Conveyance 2.1.3.2 Minimum Diameter 2.1.3.3 Culvert Material 2.1.3.4 Minimum Invert Burial Depths 2.1.4 Stream Channel Design Inside Culverts 2.1.4.1 Streambanks ** UPDATED JANUARY 2025 ** 2.1.5 Special Conditions 2.1.5.1 Wetland Complexes, Relic Channels and Sloughs 2.1.5.2 Relic Channel or Slough 2.1.5.3 Wetland complexes 2.1.5.4 Synthetic Width Method 2.1.5.5 Barriers and Trash Racks 2.1.5.6 Tidally Influenced Culverts 2.2 Typical Culvert Design Procedure in Alluvial Channels 2.3 Site Survey Checklist 3

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