• Seismic - not less than 1.1
• Foundation suitability
• Liquefaction potential
• Ability to support the load/settlement
• Fault traces or bedrock fractures
• Horizontally contiguous zones of high permeability, etc.
• Ability to support the load/settlement
• Embankment settlement
• Seep Analysis - flow net, numeric analysis, etc.
• Sediment Transport - as it relates to inflow of sediment into the reservoir or scouring and deposition downstream.
• Material properties
• Susceptibility to alkali-aggregate reaction
• Dispersive soils
• Filter compatibility between zones
• Gabion basket infill material, etc.
• Describe the drainage area
• Extreme events
• Flooding
• Storm choice - e.g. "100 year" 6-hour, PMP, etc.
• Runoff calculation methodology
• Flood routing through the reservoir
• Earthquake
• Stability analysis - especially for liquefaction
• Deformation analysis
• Unnecessary if the embankment meets the requirements set forth in NAC 535.250(3) - embankment slopes specified are 3H:1V (18.43°) for earth or 2H:1V (26.56°) for rock.
• Elevation/discharge relationships
• Curves showing elevation/discharge relationships for all outlets and spillways
• Dam break/overtopping analysis•Dam break/overtopping analysis.
• Necessary for development of an EAP
• Inundation mapping
• Time to wave front