Charles A Manganaro Consultant
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Charles A Manganaro Consultant
Charles A. Manganaro Consulting Engineers is an Engineering Corporation specializing in Civil and Consultancy services. With our distinct one-to-one service with our clients and combination of skills, we help build foundations and trust designed to last. Town of Mount Pleasant, NY Pocantico Hills Raw Water Supply Facilities The Pocantico Water Treatment System, originally comprised of four lakes, a pumping station, and a water distribution system, with a filter plant added in 1952 to improve.

The Passaic Valley Sewerage Commission Plant Expansion and Miscellaneous Interceptor Improvements (PVSC) is the largest wastewater treatment facility in the Eastern United States and the fourth largest in the nation, providing an interceptor. Ardsley Country Club, Ardsley NY Retention Basin Design During the revitalization process of Ardsley Country Club, CAMCE provided engineering services to design the retention basins necessary to control the storm water run-off.

The Binghamton - Johnson City Joint Sewage Treatment Plant (BJCJSTP) is a 35 million gallon per day (MGD) wastewater treatment facility that is jointly owned by the City of Binghamton and the Village of Johnson City and managed by the Binghamton -.
Services
Charles A. Manganaro Consulting Engineers, P.C. (CAMCE) and its predecessor firms have been providing quality services in the fields of water and sanitary engineering for over 78 years.
Proffering of high quality professional engineering services through customization for each client has been a trademark of our firm.
CAMCE is a Minority Business Enterprise (MBE) comprised of a variety of disciplines: Civil, Structural, Mechanical, Instrumentation and Plumbing.
The firm's technical personnel have been devoted to channel their knowledge, experience and expertise into each project.
Phase I, designed by CAMCE, and the construction, provided facilities to treat an average of 300 MGD, and a maximum of 720 MGD during storms commenced in 1977 and was completed in 1981.
Phase II construction, begun in 1982 and completed in 1986, involved the construction of 12 primary settlings tanks, each 90 feet in width by 280 feet in length.
Combined Sewer Overflow Study: The study included an engineering evaluation of the sewer system and regulating chambers as well as environmental assessments for the various remedial alternatives.
During the revitalization process of Ardsley Country Club, CAMCE provided engineering services to design the retention basins necessary to control the storm water run-off.
CAMCE investigated the existing and proposed topography at each of the proposed retention basins in order to evaluate the storm water management requirements for the proposed modifications.
Stormwater analyses were performed using HydroCAD software to determine the times of concentration and peak rates for each storm frequency for both the existing and developed conditions at each location.
The Binghamton - Johnson City Joint Sewage Treatment Plant (BJCJSTP) is a 35 million gallon per day (MGD) wastewater treatment facility that is jointly owned by the City of Binghamton and the Village of Johnson City and managed by the Binghamton - Johnson City Joint Sewage Board (BJCJSB).
CAMCE performed structural design under a subconsultant agreement to a prime consultant for the BJCJSTP Restoration and Rehabilitation project, which entailed modification of an existing structure to a new Maintenance and Administration Office Building.
CAMCE is commissioned to provide engineering analyses for the Yonkers Joint Water Resource Recovery Facility in order to determine its resilience to withstand up to the 500-year flood.
This includes field investigation of the site as well as HydroCAD analysis of storm water infrastructure to maintain the facility operation during flood events and subsequent report on findings recommendations for improvement.
This involves structural assessments of the Sludge Control Building and Blower and Administration Building, to determine if structural modifications are required to withstand the 500-year flood, as well as the flood elevation that the buildings could withstand without any structural modifications.
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