Competitive Power Ventures, Inc. - Energy Highway

Table 9-14A Stack Parameters and Emission Rates for the Auxiliary Boiler and Fuel
Gas Heaters....................................................................................................................9-37
Table 9-14B Stack Parameters and Emission Rates for the Emergency Diesel Generator and
Fire Pump.......................................................................................................................9-37
Table 9-15 Fugitive PM Emissions During Facility Operation (beginning in 2012).......................9-41
Table 9-16 Maximum Project Impacts - Gas Firing in Combustion Turbines.................................9-46
Table 9-17 Maximum Project Impacts - ULSD Firing in Combustion Turbines.............................9-46
Table 9-18 Maximum Project Impacts.............................................................................................9-47
Table 9-19 Maximum Project Impacts -- Comparison to SMCs......................................................9-48
Table 9-20A Cumulative PM10 Modeling Results for PSD/Large Source Inventory and Project.....9-49
Table 9-20B Compliance with PM10 PSD Increments and NAAQS
(PSD/Large Source Inventory) ......................................................................................9-49
Table 9-21 Comparison of Maximum Predicted Concentrations of Pollutants to Vegetation
Screening Concentrations ..............................................................................................9-51
Table 9-22 Catskills State Park -- High Peaks .................................................................................9-52
Table 9-23 VISCREEN Maximum Catskills State Park Class II Visual Impacts1..........................9-54
Table 9-24 VISCREEN Maximum Class I Visual Impacts – Brigantine Wilderness Area1...........9-56
Table 9-25 VISCREEN Maximum Class I Visual Impacts – Lye Brook Wilderness Area1 ..........9-56
Table 9-26 Project PM 2.5 Impacts.....................................................................................................9-60
Table 9-27 Source Specific Acidic Deposition Impacts...................................................................9-64
Table 9-28A Non-Criteria Pollutant Impacts and NYSDEC Guideline Concentrations ....................9-67
Table 9-28B Non-Criteria Pollutant Impacts (for Turbine Startup) and NYSDEC Short-term
Guideline Concentrations ..............................................................................................9-70
Table 9-29 CPV Valley Visible Plume Analysis Summary.............................................................9-75
Table 9-30A Cumulative PM10 Modeling Results for Local Source Inventory and Project .............9-77
Table 9-30B Cumulative Local PM 10 Impacts -- Compliance with NAAQS ....................................9-77
Table 9-31 Maximum Impacts at Sensitive Receptors.....................................................................9-78
Table 9-32 New York State—CO 2 Emission Inventory by Sector (MMTCE) ................................9-85
Table 9-33 United States CO 2 Emission Inventory by Sector (MMTCE) .......................................9-85
Table 10-1 Measured Ambient Noise Level Data (dBA).................................................................10-4
Table 10-2 Noise Levels of Major Construction Equipment ...........................................................10-6
Table 10-3 Typical Site Average Noise Levels at 50 feet by Construction Activity .......................10-6
Table 10-4 Construction Noise Levels (dBA)..................................................................................10-7
Table 10-5 Noise Modeling Results (dBA)......................................................................................10-8
Table 11-1 Soil Unit Summary ........................................................................................................11-3
Table 12-1 Preliminary Water Balance..........................................................................................12-49
Table 12-2 Facility Water Use and Wastewater Generation Rates under Indicated Operating
Conditions....................................................................................................................12-50
Table 12-3 Projected Peak and Average Day Water Use...............................................................12-51
Table 12-4 Middletown Sewage Treatment Plant Effluent............................................................12-52
Table 12-5A Projected Makeup Water Quality Characteristics for Tertiary Treated Effluent .........12-54
Table 12-5B Projected Wastewater Discharge Characteristics – Average Makeup
Water Quality...............................................................................................................12-55
Table 12-5C Projected Wastewater Discharge Characteristics – Maximum Makeup
Water Quality...............................................................................................................12-56
Table 12-5D Estimated Average Change in Wastewater Discharge Characteristics for the
Middletown STP Outfall Under Low Flow Conditions...............................................12-57
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