Assessment of MCES Sanitary Interceptor Tunnels in Minneapolis and St. Paul

Metropolitan Council Environmental Services (MCES) owns and operates nine wastewater treatment plants and 640 miles of interceptor pipeline to serve 111 communities and 2,700,000+ people in the 7-county Minneapolis/St. Paul metro area. Approximately 34 miles of interceptor pipeline, constructed of granite paving block invert, limestone block walls, and an unreinforced cast-in-place concrete arch, are installed within deep tunnels excavated through the soft, friable St. Peter sandstone formation. Some tunnels date back to the 1880’s. To maintain the integrity, reliability, and capacity of the interceptor system, be better prepared for the effects of climate change, and prevent potential damage to the environment due to pipe failure, MCES partnered with Brierley Associates to develop a sandstone tunnel inspection program utilizing historical records and desktop likelihood/consequence risk analyses to prioritize work. This assessment aimed to rank the interceptors by risk priority and provide a framework for MCES to develop projects and improve resiliency. A major challenge in assessing a system of this size is its relationship to adjacent infrastructure. Much of this system was built on vacated right-of-way or through areas not yet heavily developed when the interceptor system was constructed. In other cases, the interceptors had to adjust for natural features such as the Mississippi River's bend or caves. Across the miles of interceptor sewers are multiple encroachments with building foundations, MnDOT tunnels, and bridge foundations, and a cave with columns transferring loads from overlying buildings. In several segments, it was identified that sandstone slabs had fallen on the interceptor with significant voids above the tunnel crown. The sandstone(sand) would then enter the interceptor through openings. The voids were filled with grout to reduce deterioration and mitigate sinkhole development. MCES then partnered with CNA Consulting Engineers to devise inspection methods to observe the tunnel liner condition and to locate voids by drilling from above and around the tunnels. Results of the inspections are being used to develop rehabilitation plans, direct capital project expenditures, and enhance system resiliency.