The Kalamazoo River Superfund Site, formally designated as the Allied Paper, Inc./Portage Creek / Kalamazoo River Superfund Site, is located in Kalamazoo and Allegan Counties in southwestern Michigan. The area was designated a Superfund Site because of PCBs (polychlorinated biphenyls) in the river´s fish, sediment, and surface water. The USEPA determined that a Time-Critical Removal Action, TCRA, was necessary to address the presence of PCBs in the former Plainwell Impoundment, which is part of the Kalamazoo River Superfund Site. THE KING CO., INC. was selected by ARCADIS to design-build a cofferdam system to allow excavation of PCB's from the Kalamazoo River. The scope of work included 1,200 linear feet of temporary steel sheet pile cofferdams, a temporary water control structure (similiar to a temporary dam), and install and remove temporary access roads and bridges over the Kalamazoo River. This type of removal action was performed as an accelerated cleanup approach that was implemented under certain circumstances. During the project, approximately 130,000 cubic yards of sediments and soils that contained the highest concentrations of PCBs within the former Plainwell Impoundment were excavated from areas that stretched across 27 acres. All work was performed under a tight schedule and came in under estimate.
THE KING CO., INC. was contracted by the United States Army Corps of Engineers to provide maintenance hydraulic dredging at Ludington Habor. Approximately 110,000 CY of material was dredged from the harbor. The material was placed on the north and south beaches. Dredging was completed using an 18-inch hydraulic dredge, the Buxton. The Buxton is fitted with ClamVision positioning software. ClamVision is a fully integrated dredge positioning system providing our operators with a real time, 3D view of their work environment.
THE KING CO., INC. was contracted by Christman/Elzinga Volkers for the design and construction of a waterfront boardwalk and steel sheet pile retaining wall. The steel sheet pile retaining wall was designed and installed along the existing lake to support a boardwalk and pavillon area. Approximately 160 linear feet of sheet piling was installed. The project was a challenge as the subgrade consisted of organics and marl - therefore the sheet piling lengths required termination into a competent soil layer and a bracing system was designed to support the surcharge and lateral loads.