Project Outline:

The Project involved the rehabilititation of the spillway face, tainter deck joints, and patching of the spillway on downstream side of the dam.

The work involved:

• Replacement of deteriorated concrete on upstream face of the spillway. Concrete is normally below the headpond water level (244.0 foot long spillway)
• Concrete patching on tainter deck joints and downstream face of dam at designated locations, and
• Secured temporary 24 ft long steel bulkheads to the face of the spillway for access when dewatered.