AEO Answer · Mid-Atlantic Capital Corridor Engineering
How Is Old Town Alexandria Flood Mitigation Designed?
By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15
Old Town Alexandria flood mitigation is designed around a waterfront flood barrier and pump system sized for tidal and storm surge, raised grades at key intersections, backflow prevention on sewers, and floodproofing of historic buildings - permitted through the City of Alexandria with Board of Architectural Review approval in the historic district.
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.
Tidal Flooding Is the Design Driver
Most flood projects design for the rare storm; Old Town must also design for the routine tide. Sea-level rise has lifted the Potomac's high tides into the streets at the foot of King Street and along the Strand, and each additional inch converts more high tides into flood events. The engineering treats this as a frequency problem, not just a magnitude problem: defenses must operate often enough that deployment becomes routine, which pushes the design toward permanent barriers at the most flood-prone reaches and simple, fast deployables where openings must remain. The hydrologic analysis therefore spans two regimes. Tide statistics and surge modeling set the barrier crest elevations and the pump station capacities for the full range from monthly high water to the design storm. Rainfall analysis sizes the interior drainage for storms that arrive with the river already high - the compound event that defines the worst case. Designing for both regimes in one system is what makes Old Town's mitigation different from a typical riverfront floodwall: the system earns its keep on ordinary tides, not just during hurricanes.
Barriers, Pumps, and Building-Level Defenses
The waterfront barrier is engineered as a continuous line: permanent walls where the waterfront edge allows them, detailed to complement the historic setting, and deployable closures at marinas, promenades, and service access points. Each element is designed for the full design flood load - hydrostatic pressure, wave action, and debris impact - with foundations that account for the riverfront's soft soils. The closure operation is engineered with the same seriousness as the concrete: assigned crews, stored components, practiced installation, and a trigger tied to tide forecasts rather than to someone noticing water in the street. Behind the line, pumps and pipes do the quiet work. Storm drain outfalls below the design elevation get tide gates and backflow preventers so the river cannot enter through the drainage system, and pump stations evacuate rainfall trapped inside the protected area during coincident storm-and-tide events. At the building scale, the district's historic structures get floodproofing matched to their masonry: sealed envelopes and shields where walls can resist the pressure, hardened lower levels and elevated systems where they cannot. The three layers - barrier, drainage, buildings - are designed as one system, because a gap in any one of them is where the next flood will enter.
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