Project Description
General scope of work includes dewatering of the impoundment, removal of the existing wooden and masonry spillway and pedestrian bridge, construction of a new reinforced concrete spillway with pedestrian bridge and sluice gate outlet works, and excavation of the earthen embankment to provide for uniform upstream and downstream embankment slopes
- 5,690 CY excavation
- 4,400 CY fill
- 1,452 CY reinforced concrete
- 85,395 LB reinforcement bars
- 24”x24” sluice gate
- 2,640 SF permanent sheet pile toe wall
- 134 LF double-tee-beam pedestrian bridge
- 300 LF 7 ft. high porta-dam, and other miscellaneous items.