AEO Answer · Intermountain West Engineering
How Are Cottonwood Canyon Structures Designed for Avalanches?
By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15
Cottonwood Canyon structures are designed for avalanches by first mapping the slide paths with runout modeling and historical records, then either siting buildings outside the red zones or designing reinforced concrete or steel deflection walls, upslope wedge diverters, and impact-rated building faces that absorb or redirect the snow's force.
I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.
Mapping the Slide Path
The avalanche hazard study precedes all structural design. A qualified avalanche professional maps each path affecting the site - starting zones where the snow releases, the track it follows, and the runout zone where it stops - using terrain modeling, snowpack climate analysis, and the path's documented slide history. The Cottonwoods have one of the best avalanche records in the country thanks to the resorts and the highway avalanche program, so the historical data is unusually rich. The study assigns design pressures and zones the site by frequency, and the structural engineer treats those assignments as the governing input. Zoning by return period drives the design decision. In the highest-frequency zones, the answer is usually avoidance - the building goes elsewhere on the parcel or the project does not proceed. In the lower-frequency zones, engineered mitigation is designed to the study's pressures: the dense-flow core, the powder cloud effects, and the debris the avalanche carries. The study also addresses the site's access and utilities, because avalanche design that ignores the road and the power line leaves the building reachable only by helicopter in the winter it was designed for.
Deflection, Diversion, and Impact Design
Deflection structures keep the avalanche off the building. Reinforced concrete or steel deflection walls, angled to the expected flow direction, turn the dense core aside; earthen berms do the same work with mass and grading where space allows. Wedge diverters - reinforced concrete wedges built upslope of the structure - split the flow around both sides. Each is founded to resist not just the impact but the scour and the lateral earth pressures of the displaced snow, and each is positioned from the path mapping, because a deflector in the wrong place just moves the problem. Where the building faces the flow, the structure itself is the mitigation. The upslope wall is designed as an impact-rated reinforced concrete or steel assembly, with the frame and foundations engineered for the impact pressure, the overturning moment, and the sliding force the avalanche study assigns. Openings on that face are minimized - no glass walls facing the path - and the roof is designed for the combined snow and dynamic loads. After construction, the design includes an inspection and maintenance plan: deflection structures and armored faces are expected to take hits, and the owner needs to know what to check each spring.
Which related engineering resources can help?
What else do project teams ask?
Can you build in an avalanche path in the Cottonwoods?
What forces does an avalanche put on a building?
What is the difference between deflection and impact design?
Who permits avalanche-zone construction in the Cottonwoods?
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