Jamaica Bay Water Pollution Control Plan
Queens, NY
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CLIENT:
Metcalf & Eddy of New York, Inc. 60 East 42nd Street, 43rd Floor
New York, NY  10165
Paul F. Storella 212-984-7379

CONSTRUCTION COST: $130,000,000

CONSTRUCTION COMPLETION DATE: 2006


DiGeronimo PA as Architectural Design Subconsultant to Metcalf & Eddy (M&E) is responsible for the coordination of the work with M&E and all other subconsultants in order to ensure the satisfactory completion of the contract within the scheduled contract completion date.  The other five subcontracts related to Phase 2 design work: Structural Design works; HVAC/Plumbing Design work; Civil Design work; Cost Estimated Services; and Technical Assistance.

AERIAL VIEW - SITE PLAN

Aerial View
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Site Plan
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DiGeronimo PA is design architect for appropriate support facilities to accommodate plant personnel, both administrative and maintenance staff, in an 50,000 sq. ft. administration and maintenance building at the Jamaica Water Pollution Control Plan (WPCP) situated in Jamaica, Queens, adjacent to JFK airport, New York.  DiGeronimo PA is also designing two major new process buildings and alterations to several existing buildings to accommodate new water treatment processes and related equipment.

ADMINISTRATION BUILDING

Administration building

Administration building

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CONSTRUCTION MANAGERS OFFICE

Construction Managers Office

Construction Managers Office

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DIGESTER ELECTRICAL BUILDING 1-2

Building 1

Building 1

Building 2
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EFFLUENT WATER PUMP STATION

Effluent Water Pump Station

Effluent Water Pump Station

Effluent Water Pump Station
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MAIN BUILDING

Main Building

Main Building

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SECONDARY SCREENING BUILDING

Secondary S. Building

Secondary S. Building

Secondary S. Building
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Project History
Construction of the Jamaica WPCP Improvements has two main phases, each consisting of four prime contracts.
Phase I construction began in April 1997 and is scheduled for completion in October 2003.
Phase 2 will have a 5½ year construction period, beginning in January 2003 and ending in June 2006.  The estimated construction cost of Phase 2 is approximately $130 million.
T
he original Jamaica plant built in the late 1920s consisted of a grit chamber, fine screening chamber, pumping station, and chlorination facilities. 

The pumping station and screening chamber were housed in a 70-foot-diameter caisson commonly referred to as the “Round House.”  These facilities had a capacity for an average flow of approximately 50 mgd.


The plant expansion to a 65-mgd modified aeration facility occurred in the early 1940s.  Plant expansion to 100 mgd with upgrading occurred in 1960-1964.  Further upgrading in 1970 modernized the plant and further improved operations.  The new Sludge Dewatering Building began operation in 1993.  The existing plant wastewater treatment process includes screening, primary settling, activated sludge treatment by step aeration, and chlorination.  Cyclone degritters separate inorganic solids (grit) from the preliminary sludge.  Sludge treatment includes gravity thickening followed by two-stage digestion and centrifuge dewatering.

 

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