New Mechanical Bar Screen Structure
Temporary By-Pass Pumping and Earthen Cofferdam to Control the Channel Flows Allowing Uninterrupted Flows to the Existing Pump Stations
Channel Excavation and Shaping
Pile Supported Concrete Structure
Permanent Sheet Pile Walls to Direct the Channel Fows To and Through the Screens and Pumps
Pre-Stressed Pile Support Precast Bridge
Three Mechanical Bar Screens
Modifications to Existing Electrical and Control Systems
Mechanical Bar Screen Structure Addition
Temporary Earthen Cofferdam
Relocation of Existing Utilities
Channel Excavation and Widening to Increase the Volume of Water Stored
Demolition and Reconfiguration of Phase I Bar Screen Structure
Expansion of Existing Bar Screen Structure Such to Allow for Addition of Fourth Mechanical Bar Screen
Addition of a Loading Facility
Modification to Existing Electrical Systems and Rework of Existing Pump Control Panels