NYCDEPCostAnalys isReport-0607 .pdf - New York-New Jersey ...

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Figure EX-2: Microfiltration/Ultrafiltration $250 Capital Construction Cost (Millions 2007 Dollars) $200 $150 $100 $50 Red Hook Port Richmond Owl's Head y = 4.3975x 0.7491 R 2 = 0.9981 North River $0 0 20 40 60 80 100 120 140 160 180 Plant Size (MGD) The best fit cost curve is y= $4.3975x 0.7491 ; this has an R 2 correlation of 0.9981. Note this equation estimates the capital construction cost (in millions of 2007 dollars) excluding the impact of escalation. Escalated cost is a more accurate representation of future project costs. This curve is statistically valid over a range of 60-170 mgd. ___________________________________________________________________________________________________________ EX-9
Figure EX-3: Advanced Basic BNR $250 Capital Construction Cost (Millions 2007 dollars) $200 $150 $100 $50 Red Hook Port Richmond Tallman Island Owl's Head Bowery Bay North River y = 4.9287x 0.6463 R 2 = 0.6947 Wards Island $0 0 50 100 150 200 250 300 Plant Size (MGD) The best fit cost curve is y= $4.9287x 0.6463 ; this has an R 2 correlation of 0.6947. Note this equation estimates the capital construction cost (in millions of 2007 dollars) excluding the impact of escalation. Escalated cost is a more accurate representation of future project costs. This curve is statistically valid over a range of 60-275 mgd. ___________________________________________________________________________________________________________ EX-10
Page 2 and 3: Executive Summary At the request of
Page 4 and 5: two options are defined for process
Page 6 and 7: WPCP 26th Ward Bowery Bay Coney Isl
Page 8 and 9: Table EX-2: Key Cost Assumptions An
Page 12 and 13: Figure EX-4: Full Step BNR $350 Cap
Page 14 and 15: Figure EX-6: Full Step BNR with Den
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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Page 28 and 29: 1.1.10 Membrane Bioreactors Figure
Page 30 and 31: Table 1-4: Carbon and Nitrogen Remo
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Page 34 and 35: Table 1-10: Flow and Load Peaking F
Page 36 and 37: 300,000 250,000 TSS Load (lbs/day)
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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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Parameter Units Minimum Week Minimu
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i 0-.~' 1'~IMARV SEt.INt;- rANKS 0"
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I i I i I i I i I i I i I i I i I i
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I i I I A B c D E F F.1 G H iZ 170'
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Harbor Estuary Program June 2007 No
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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 FILTER TANKS AND
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MICRO FILTER PLAN FACILITY AND FLOW
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PRIMARY SETTLING TANKS SECTION EFFL
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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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FROTH CONTROL SURFACE WASTING MEMBR
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CHEMICAL SYSTEMS - PLAN - STORAGE A
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METHANOL FEED SYSTEM - PART PLAN ME
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METHANOL FEED SYSTEM - SCHEMATIC -
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MEMBRANE BIO REACTOR - PLAN FLOW CO
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MEMBRANE BIO REACTOR PLAN PROCESS F
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FINAL SETTLING TANKS - PLAN - DEMO
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MWH/Hazen & Sawyer A Joint Venture
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