This project was completed in two phases.
Phase I: Raised three dikes 10 feet
- 110,000 CY zoned fill
- Constructed 6,200 CY roller-compacted concrete spillway
- Foundation dewatering
- Jet eductor dewatering system
- Relocated two public roads
- Constructed canal crossing
Phase II: Raised dam 10 feet
- 200,000 CY zoned fill
- Constructed cofferdam
- Installed new toe drains
- Demoolished and reconstructed outlet works
- Constructed outlet works canal
- Placed 49,000 CY riprap on face of dam and dikes
- Production of 27,000 CY riprap
- Vertical chimney filter (sand)
- Shielded trencher required for toe drain construction
- Foundation dewatering
- Jet eductor dewatering system
- New roller-compacted concrete (RCC) spillway