A temporary earth retention system was installed to support the excavation needed to construct a new wastewater pump station at the Calumet Water Reclamation Plant.
A new wastewater pump station, with a design capacity of 600 million gallons per day, was planned for construction at the Calumet Wastewater Reclamation Plant on Chicago’s south side.
Construction of the new pump station required excavation of over 100,000 cubic yards of soil. A temporary earth retention system (ERS) was required to be installed within an existing dense network of buried live utilities to accommodate the 62-foot-deep excavation. Site soils consisted of very stiff clay.
Hayward Baker designed a tied-back and internally braced soldier pile and lagging ERS, and 40-foot high soil nail walls, to provide the required earth support. The system consisted of 1,495 linear wall feet, and over 45,000 square feet of exposed earth retention, including 176 soldier piles, 280 grouted tiebacks, and 77 soil nails.
To minimize conflicts between anchors, soil nails, and existing utilities, Hayward Baker used extensive 3D computer models to locate the required ERS components to ensure that they did not conflict with each other or the existing utilities. The complex layout of these utilities required the installation of over 30 different soldier pile configurations and tiebacks to avoid conflicts and ensure stability of the ERS.
Metropolitan Water Reclamation District of Greater Chicago
IHC Construction/FHP Tectonics, JV
Keller Business Unit(s)
Metcalf & Eddy