EXH 401: GeoSyntec Letter — ACC Technical Comments Third Runway Embankment Fill, West MSE Wall, IWS Lagoon #3 Expansion

In February 2001, GeoSyntec Consultants submitted a technical review letter to the U.S. Army Corps of Engineers and Washington State Department of Ecology on behalf of the Airport Communities Coalition, raising serious concerns about the proposed Third Runway expansion at Seattle-Tacoma International Airport. The letter identified significant deficiencies in the geotechnical investigation, analysis, and design of the planned embankment fill and West Mechanically Stabilized Earth (MSE) Wall, warning that the project's foundations involved weak peat and liquefiable sands in a highly seismic area. GeoSyntec concluded that the available data was insufficient to confirm the safety of what would be the tallest MSE wall in the world, and that approval should not be granted without a more thorough geotechnical review.

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GeoSyntec Consultants letter dated 16 February 2001, retained by Airport Communities Coalition (ACC), submitted to U.S. Army Corps of Engineers (Jonathan Freedman) and Washington State Department of Ecology (Ann Kenny) on Second Public Notice for Port of Seattle reference 1996-4-02325. Authors Patrick C. Lucia Ph.D. P.E. G.E. and Edward Kavazanjian Jr. Ph.D. P.E. G.E. identify significant deficiencies in field and laboratory investigation and analysis for the Third Runway embankment fill, West Mechanically Stabilized Earth (MSE) Wall, and Industrial Wastewater System Lagoon #3 expansion at Seattle-Tacoma International Airport. Key findings: insufficient laboratory strength data for foundation soils, unconservative interpretation of limited data, weak peat and loose liquefiable sands beneath wall footprint proposed for densification in place, static and seismic analysis deficiencies, and concern over constructing the tallest MSE wall in the world in a seismically sensitive area. Exhibit AR021798.

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