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Harbor Estuary Program June 2007 Port Richmond Water Pollution Control Plant DRAFT Table 11-1: Operating Flow Distribution Assumptions for MBR ............................................. 11-3 Table 11-2: Anticipated Inter-Zone Baffle Wall Locations for MBR ....................................... 11-3 Table 11-3: Anticipated Mixed Liquor Concentrations for MBR ............................................. 11-3 Table 11-4: Anticipated Mixing Zone Sizing (per tank) for MBR............................................ 11-4 Table 11-5: Anticipated Number of Anoxic Zone Mixers for MBR ......................................... 11-4 Table 11-6: Diffuser Requirements for MBR............................................................................ 11-5 Table 11-7: Future 2045 Air Requirements for MBR ............................................................... 11-5 Table 12-1: Secondary Effluent for Each Level of Technology................................................ 12-1 Table 12-2: Capital Construction Costs for Levels of Treatment.............................................. 12-1 TOC-9
Harbor Estuary Program June 2007 Port Richmond Water Pollution Control Plant DRAFT 1 PORT RICHMOND WATER POLLUTION CONTROL PLANT 1.1 Background The Port Richmond Water Pollution Control Plant (WPCP) is a 60 million gallon per day (mgd) design dry weather flow, 120 mgd peak wet weather flow, facility located on the northern side of Staten Island. It was built in 1953 and services 9,665 acres in the Northern section of Staten Island, including the communities of Howland Hock, Arlington, Old Place, Marnier's Harbor, Port Ivory, Graniteville, Port Richmond, Westerleigh, Livingston, Elm Park, West New Brighton, Silver Lake, St. George, Ward Hill, Stapleton, Grymes Hill, Clifton, Fox Hills, Rosebank, Shore Acres, Bloomfield, Chelsea, Travis, Bulls Head, Emerson Hill, Concord, Grasmere, and Arrochar. It is located at 1801 Richmond Terrace, Staten Island, NY, 10310 in Staten Island, New York. The site is adjacent to the Kill Van Kull, leading into the Upper New York Bay, located between Clove Road and Taylor Street. The Port Richmond WPCP has been providing full secondary treatment since 1979. Processes include primary screening, raw sewage pumping, grit removal and primary settling, air activated sludge capable of operating in the step aeration mode, final settling, and chlorine disinfection. The Port Richmond WPCP has a design dry weather flow (DDWF) capacity of 60 mgd, and is designed to receive a maximum flow of 120 mgd (2 times DDWF) with 90 mgd (1.5 times DDWF) receiving secondary treatment. Flows over 90 mgd receive primary treatment and disinfection. The daily average flow during 2004 was 35 mgd, with a dry weather flow average of 32 mgd. During severe wet weather events in 2004 the plant treated 97 to 109 mgd 1.2 Existing Conditions The Port Richmond WPCP is a secondary treatment plant that provides preliminary screening, primary settling, biological treatment through a step-feed activated sludge process, secondary settling and disinfection. The combined primary and waste activated sludge flow is gravity thickened, anaerobically digested, elutriated, and transferred offsite for dewatering and centrate treatment. Figure 1-1 includes an overall plant layout and general flow pattern. 1-1
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Page 8 and 9: Table EX-2: Key Cost Assumptions An
Page 10 and 11: Figure EX-2: Microfiltration/Ultraf
Page 12 and 13: Figure EX-4: Full Step BNR $350 Cap
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Page 16 and 17: Figure EX-8: Membrane Bioreactor $9
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Page 20 and 21: Table 1-2: 2003-2005 Influent and E
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Harbor Estuary Program June 2007 Po
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Harbor Estuary Program Red Hook Wat
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Harbor Estuary Program June 2007 Re
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Red Hook WPCP HEP Conceptual Design
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HYPOCHLORITE STORAGE TANKS Average
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Parameter Units Minimum Week Minimu
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EFFLUENT FILTER PLAN FACILITY AND F
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EFFLUENT FILTER SECTION FLOW CONDUI
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EFFLUENT FILTER PLAN FACILITY AND F
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MICRO FILTER PLAN - PROCESS FLOW SC
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MICRO FILTER PLAN FACILITY AND FLOW
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NORTH FINE SCREENING FACILITY BOTTO
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FINE SCREENING FACILITY SECTION
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CITY OF NEW YORK DEPARTMENT OF ENVI
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SECTION DETAIL SECTION SECTION AERA
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SECTION ELEVATION
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AERATION TANK PROCESS AIR DISTRIBUT
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PROCESS AIR BLOWERS - SCHEMATIC - M
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RAS SYSTEM SCHEMATIC FULL STEP BNR
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WAS SYSTEM SCHEMATIC PROPOSED
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SECTION PLAN FROTH CONTROL HOOD - P
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MWH/Hazen & Sawyer A Joint Venture
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