The project consisted of a stormwater master pumping station with submersible pumps, 14,500 linear feet of DIP drainage pipe and force main (ranging in size from 16” to 72”), 205 drainage structures and 7 outfalls.
The Town of Golden Beach Phase 4 Stormwater Improvements were the initial phase of development from the Town’s Stormwater Master Plan. Construction included the installation of 1,775 linear feet of DIP drainage pipe ranging in diameter from 15-inch to 72-inch, 600 linear feet of force main, 32 drainage structures, a stormwater pump station with two 28-HP pumps, a bypass weir structure and a water quality structure in the Town’s north and south park areas.
The primary objective of the study was to compile a comprehensive Stormwater Master Plan for the entire Town of Golden Beach and to identify and determine corrective actions required to resolve repetitive flooding conditions in the development of new and retrofitted stormwater systems. The design reduced the number of existing undersized outfalls and utilized a gravity and pump station/stormwater force main approach.
A comprehensive stormwater Master Plan was developed for the entire City of Lighthouse Point to identify and determine corrective actions required to resolve existing flooding conditions throughout the City. The City was evaluated during a year-long cycle of rain events and a residential questionnaire. Preliminary cost estimates were developed for new and retrofitted stormwater systems through best management practices while addressing water quality and water quantity concerns.
A major stormwater pump station was designed with two – 150 HP, 90 CFS pumps to alleviate flooding within the Village’s residential area. Eight – 24 inch ejection wells were designed to meet water quality requirements. Since the existing drainage system was inadequately sized a new collection network was designed to upgrade the system.
The Interstate 95 Pump Station Project, located within Pembroke Park, was designed to alleviate flooding in both Pembroke Park and Hallandale Beach and was paid for by FDOT. The project includes an 84-inch drainage pipe, micro-tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri-Rail corridor construction and dredging at the C-10 canal.
The primary objective of the project was to develop a comprehensive Stormwater Master Plan for Spring Lake Improvement District. As part of the Master Plan, CAS prepared a Plan of Water Reclamation, modeled the conveyance system, identified system deficiencies, made recommendations for improvements and updated construction cost estimates for the proposed stormwater improvements.