1

Table 6.12a Cumulative Impact of the New Kwun Tong Nullah and New YTB Stormwater Culvert – Comparison of Predicted Water Quality with WQO and WSD Standards at Saltwater Intakes

Table 6.13 CORMIX Modelling Parameters.

Table 6.14 Predicted water quality within sewage plume.

Table 6.14a Cumulative Impact of the New Kwun Tong Nullah, New YTB Stormwater Culvert and Emergency Discharge from the Yau Tong Sewage Pumping Station – Comparison of Predicted Water Quality with WQO within sewage plume at the NCKLSPS Saltwater Intake

Table 7.1 Breakdown of Surplus C&D Material from TYB Development

Table 7.2 Summary of Waste Handling Procedures during Construction Phase

Table 8.1 Global Unit Flows. 8-2

Table 8.2 Development Schedule. 8-3

Table 8.3 Residential Sewage Flow.. 8-4

Table 8.4 G/IC and Commercial Sewage Flow.. 8-4

Table 8.5 Flow to the KTPTW and HATS Tunnel 8-6

Table 9.1 Summary of Visual Impact Assessment

Table 12.1 Implementation Schedule for Noise Control

Table 12.2 Implementation Schedule for Air Quality Control

Table 12.3 Implementation Schedule for Water Quality Control

Table 12.4 Implementation Schedule for Waste Management

Table 12.5 Implementation Schedule for Landscape and Visual Mitigation Measures

List of Figures

Figure 2.1 Location Plan

Figure 2.2a Layout Plan (Minimised Reclamation without I/R Interface)

Figure 2.2b Layout Plan (Minimised Reclamation with I/R Interface – Stage A)

Figure 2.2c Layout Plan (Full Reclamation without I/R Interface)

Figure 2.2d Layout Plan (Full Reclamation with I/R Interface – Stage A)

Figure 2.3 Provisional Development Program

Figure 2.4a Provisional Development Phasing Layout (Under Minimised Reclamation Option)

Figure 2.4b Provisional Development Phasing Layout (Under Full Reclamation Option)

Figure 2.5a Layout Plan (Minimised Reclamation – Refined Scheme)

Figure 2.5b Layout Plan (Full Reclamation – Refined Scheme)

Figure 3.1 Location of Dissenting Lots

Figure 3.2 Layout Plan (Minimised Reclamation with I/R Interface Stage B)

Figure 3.3 Layout Plan (Full Reclamation with I/R Interface Stage B)

Figure 3.4 Provisional Development Phasing Plan (Under Minimised Reclamation with I/R Interface)

Figure 3.5 Provisional Development Phasing Plan (Under Full Reclamation with I/R Interface)

Figure 3.6 Cumulative Daily Average Total Suspended Particulates Concentration at Podium (mg/m3)

Figure 3.7 Cumulative Daily Average Total Suspended Particulates Concentration at 1/F (mg/m3)

Figure 3.8 Cumulative Daily Average Total Suspended Particulates Concentration at 4/F (mg/m3)

Figure 3.9 Cumulative Daily Average Total Suspended Particulates Concentration at 7/F (mg/m3)

Figure 3.10 Predicted Daily Average Xylene Concentration at Podium (mg/m3)

Figure 3.11 Predicted Daily Average Xylene Concentration at 1/F (mg/m3)

Figure 3.12 Predicted Daily Average Xylene Concentration at 4/F (mg/m3)

Figure 3.13 Predicted Daily Average Xylene Concentration at 7/F (mg/m3)

Figure 3.14 Predicted 5 Second Average Methyl Isobutyl Ketone Concentration (OU) at Podium

Figure 3.15 Predicted 5 Second Average Methyl Isobutyl Ketone Concentration (OU) at 1/F

Figure 3.16 Predicted 5 Second Average Methyl Isobutyl Ketone Concentration (OU) at 4/F

Figure 3.17 Predicted 5 Second Average Methyl Isobutyl Ketone Concentration (OU) at 7/F

Figure 3.18 A Conceptual Diagram Showing the Cross-Section of the Membrane

Figure 4-1 Location of the Sai Tso Wan Landfill Flaring Plant

Figure 4-2 Conceptual Layout Plan of Surrounding Road Network for the WCR Tunnel Options : Minimised Reclamation

Figure 4-3 Conceptual Layout Plan of Surrounding Road Network for the WCR Coastal Options: Full Reclamation

Figure 4-4 Location of the Temporary Sewage Retention Tank

Figure 4-5 Odour Strength Contours

Figure 5.1 Site Location

Figure 5.2 Locations of Private Lots

Figure 5.3a Master Layout Plan (Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.3b Master Layout Plan (Option 1B – Minimised Reclamation with I/R Interface – Stage A)

Figure 5.3c Master Layout Plan (Option 1B – Minimised Reclamation with I/R Interface – Stage B)

Figure 5.3d Master Layout Plan (Option 2A – Full Reclamation without I/R Interface)

Figure 5.3e Master Layout Plan (Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.3f Master Layout Plan (Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.4 Typical Floor Plan

Figure 5.5 Section

Figure 5.6a Façades without Openable Windows (Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.6b Façades without Openable Windows (Option 1B – Minimised Reclamation with I/R Interface – Stage A)

Figure 5.6c Façades without Openable Windows (Option 1B – Minimised Reclamation without I/R Interface – Stage B)

Figure 5.6d Façades without Openable Windows (Option 2A – Full Reclamation without I/R Interface)

Figure 5.6e Façades without Openable Windows (Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.6f Façades without Openable Windows (Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.7 Locations of Noise Sensitive Receivers (Planned and Existing)

Figure 5.8a Computer Plot of Road Scheme (with Year 2030 Traffic Flow Shown – Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.8b Computer Plot of Road Scheme (with Year 2030 Traffic Flow Shown – Option 1B – Minimised Reclamation with I/R Interface)

Figure 5.8c Computer Plot of Road Scheme (with Year 2030 Traffic Flow Shown – Option 1B – Minimised Reclamation with I/R Interface – Stage B)

Figure 5.8d Computer Plot of Road Scheme (with Year 2030 Traffic Flow Shown – Option 2A – Full Reclamation without I/R Interface)

Figure 5.8e Computer Plot of Road Scheme (with Year 2030 Traffic Flow Shown – Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.8f Computer Plot of Road Scheme (with Year 2030 Traffic Flow Shown – Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.9a Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.9b Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.10a Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 1B – Minimised Reclamation with I/R Interface – Stage A)

Figure 5.10b Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 1B – Minimised Reclamation with I/R Interface – Stage A)

Figure 5.11a Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 1B – Minimised Reclamation with I/R Interface – Stage B)

Figure 5.11b Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 1B – Minimised Reclamation with I/R Interface – Stage B)

Figure 5.12a Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 2A – Full Reclamation without I/R Interface)

Figure 5.12b Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 2A – Full Reclamation without I/R Interface)

Figure 5.13a Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.13b Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.14a Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.14b Predicted Facade Noise Levels (at NSRs of Residential Towers – Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.15a Predicted Facade Noise Levels (at NSRs of Schools – Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.15b Predicted Facade Noise Levels (at NSRs of Schools – Option 1B – Minimised Reclamation with I/R Interface – Stage A)

Figure 5.15c Predicted Facade Noise Levels (at NSRs of Schools – Option 1B – Minimised Reclamation with I/R Interface – Stage B)

Figure 5.15d Predicted Facade Noise Levels (at NSRs of Schools – Option 2A – Full Reclamation without I/R Interface)

Figure 5.15e Predicted Facade Noise Levels (at NSRs of Schools – Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.15f Predicted Facade Noise Levels (at NSRs of Schools – Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.16a Master Layout Plan (Refined Scheme – Minimised Reclamation without I/R Interface)

Figure 5.16b Master Layout Plan (Refined Scheme – Full Reclamation without I/R Interface)

Figure 5.17a Mitigation Measures Required (Option 1A – Minimised Reclamation without I/R Interface)

Figure 5.17b Mitigation Measures Required (Option 1B – Minimised Reclamation with I/R Interface – Stage A)

Figure 5.17c Mitigation Measures Required (Option 1B – Minimised Reclamation with I/R Interface – Stage B)

Figure 5.17d Mitigation Measures Required (Option 2A – Full Reclamation without I/R Interface)

Figure 5.17e Mitigation Measures Required (Option 2B – Full Reclamation with I/R Interface – Stage A)

Figure 5.17f Mitigation Measures Required (Option 2B – Full Reclamation with I/R Interface – Stage B)

Figure 5.17g Mitigated Measures Required (Refined Scheme – Minimised Reclamation without I/R Interface)

Figure 5.17h Mitigated Measures Required (Refined Scheme – Full Reclamation without I/R Interface)

Figure 5.18 Locations of Representative Noise Sensitive Receivers (Potential I/R Intrface Problem)

Figure 5.19 Noise Monitoring Locations

Figure 6.1 Water Control Zones Around YTB

Figure 6.2 Locations of Water Sensitive Receivers

Figure 6.3 Locations of EPD Marine Water Quality Monitoring Stations

Figure 6.4 Future Stormwater Catchment of Yau Tong Area

Figure 6.5 Discharge Location of the New Kwun Tong Nullah and the New Yau Tong Bay Stormwater Culvert

Figure 6.6 Existing Yau Tong Sewage PS Emergency Outfall Plume Characteristics in a) Wet Season and b) Dry Season

Figure 6.7 Yau Tong Sewage PS Emergency Outfall Plume Characteristics in a) Wet Season and b) Dry Season with Future Developments in YTB

Figure 8.1 Location Plan

Figure 8.2 Conceptual Layout Plan for Yau Tong Bay Development

Figure 8.3 Existing Sewerage System within the Vicinity of Yau Tong Area

Figure 8.4 Preliminary Details of Proposed Retention Tank (Plan View)

Figure 8.5 Preliminary Details of Proposed Retention Tank (Sectional View)

Figure 8.6 Proposed Sewerage Layout

Figure 9.1A Location Plan (Development Option 1 – Minimised Reclamation)

Figure 9.1B Location Plan (Development Option 2 – Full Reclamation)

Figure 9.2 Land Use Pattern

Figure 9.3 Outline Zoning Plan

Figure 9.4A Proposed Comprehensive Development (Development Option 1A – Minimised Reclamation without I/R Interface)

Figure 9.4B Proposed Comprehensive Development (Development Option 2A – Full Reclamation without I/R Interface)

Figure 9.4C Proposed Comprehensive Development (Development Option 1B – Minimised Reclamation with I/R Interface)

Figure 9.4D Proposed Comprehensive Development (Development Option 2B – Full Reclamation with I/R Interface)

Figure 9.5 Landscape Resource

Figure 9.6A Aerial Photo of Yau Tong Bay

Figure 9.6B Aerial Photo of Yau Tong Bay with Adjacent Development

Figure 9.7 Landscape Character Areas

Figure 9.8 Visual Envelope and Sensitive Receiver

Figure 9.9 Location of Key View Points

Figure 9.10 Key Views of Site

Figure 9.11 Key Views of Site

Figure 9.12 Key Views of Site

Figure 9.13 Key Views of Site

Figure 9.14 Key Views of Site

Figure 9.15 Key Views of Site

Figure 9.16 Key Views of Site

Figure 9.17 Key Views of Site

Figure 9.18 Key Views of Site

Figure 9.19 View from Hong Pak Court

Figure 9.20 View from Hong Pak Court

Figure 9.21 View from Hong Kong Island

Figure 9.22 View from Hong Kong Island

Figure 9.23 Option 1A (Preferred Height Profile)

Figure 9.24 Option 2A (Preferred Height Profile)

Figure 9.25 Aerial Photo showing Option 1A with Preferred Height Profile

Figure 9.26 Landscape Indicative Plan (Development Option 1A)

Figure 9.27A Visual Impact during Construction Phase (Development Option 1)

Figure 9.27B Visual Impact during Construction Phase (Development Option 2)

Figure 9.28A Visual Impact during Operational Phase (Development Option 1)

Figure 9.28B Visual Impact during Operational Phase (Development Option 2)

List of Appendices

Appendix 1A Letters from EPD stating the Reasons of Disapproval on Previous EIA Reports

Appendix 1B Responses to EPD’s Comments on Previous EIA Reports

Appendix 1C Responses to EPD’s Comments on Draft Final EIA Reports

Appendix 2A Environmental Impact Assessment Study Brief No. ESB-0028/1999

Appendix 2B Refined Schemes for Yau Tong Bay Development

Appendix 2C Cha Kwo Ling, Yau Tong, Lei Yue Mun Outline Zoning Plan No. S/K/15/13

Appendix 3A Relevant Clauses of Ordinances

Appendix 3B PLVAC Paper No. 3/2001

Appendix 3C Study on the Review of Yau Tong Bay Shipyards by BMT Asia Pacific Ltd.

Appendix 3D A Representative ISCST Output File for the Industrial Dust Emission Assessment

Appendix 3E Sample Analysis Reports of the Paint Products

Appendix 3F A Representative ISCST Output File for the Industrial VOC Emission Assessment

Appendix 3G Sample Analysis Reports of the Resin Products

Appendix 3H A Representative ISCST Output File for the Industrial Odour Emission Assessment

Appendix 4A Master Layout Plan for the Proposed Development – Full Reclamation and Figures Showing Sources of Emission in Yau Tong Bay

Appendix 4B Typical ISCST Result File for the Industrial Air Quality Impact Assessment

Appendix 4C Calculation of Pollutant Emission Rates from the EHC and the tunnel of Tseung Kwan O Western Coast Road Tunnel Portals, Toll Plaza Idling Vehicles, and Ventilation Exhaust Building

Appendix 4Ca Figures showing Road Links Used in Modelling and Sample Calculations for Emissions from Open Roads

Appendix 4D Proposed Noise Mitigation at the Site Boundary

Appendix 4E Typical Caline4 Results Files for the Vehicular Emission Impact Assessment

Appendix 4F Typical ISCST Result File for the EHC and the tunnel of Tseung Kwan O Western Coast Road Portal and Ventilation Shaft Emissions Impact Assessment

Appendix 4G Contour of Predicted Cumulative Pollutant Concentration at Selected Locations

· Contour of Cumulative Hourly Average Sulphur Dioxide Concentration

· Contour of Cumulative Daily Average Sulphur Dioxide Concentration

· Contour of Cumulative Annual Average Sulphur Dioxide Concentration

For Coastal Alignment Option

· Contour of Cumulative Hourly Average Nitrogen Dioxide Concentration

· Contour of Cumulative Daily Average Nitrogen Dioxide Concentration

· Contour of Cumulative Daily Average Respirable Suspended Particulates Concentration

For Tunnel Option Without Ko Fai Road Connection

· Contour of Cumulative Hourly Average Nitrogen Dioxide Concentration

· Contour of Cumulative Daily Average Nitrogen Dioxide Concentration

· Contour of Cumulative Daily Average Respirable Suspended Particulates Concentration

Appendix 4H Design Drawings of the Temporary Sewage Retention Tank

Appendix 4I Selected Section of a Typical ISCST Result File for the Odour Impact Assessment

Appendix 5A Noise Terminology

Appendix 5B Photos taken on Site

Appendix 5C Letter from Hong Kong Housing Authority

Appendix 5D Details of Construction Noise Assessment (Unmitigated)

Appendix 5E Details of Construction Noise Assessment (Mitigated)

Appendix 5F Details of Cumulative Construction Noise Assessment

Appendix 5G Methodology and Assumptions adopted for Year 2030 Traffic Forecasts

Appendix 5H Traffic Forecast

Appendix 5I Noise Mitigation for WCR

Appendix 5Ja “RoadNoise” Computer Output File (Option 1A – Minimised Reclamation without I/R Interface)

Appendix 5Jb “RoadNoise” Computer Input Files (Option 1A – Minimised Reclamation without I/R Interface)

Appendix 5Ka “RoadNoise” Computer Output File (Option 1B – Minimised Reclamation with I/R Interface Stage A)

Appendix 5Kb “RoadNoise” Computer Input Files (Option 1B – Minimised Reclamation with I/R Interface Stage A)

Appendix 5La “RoadNoise” Computer Output File (Option 1B – Minimised Reclamation with I/R Interface Stage B)

Appendix 5Lb “RoadNoise” Computer Input Files (Option 1B – Minimised Reclamation with I/R Interface Stage B)

Appendix 5Ma “RoadNoise” Computer Output File (Option 2A – Full Reclamation without I/R Interface)

Appendix 5Mb “RoadNoise” Computer Input Files (Option 2A – Full Reclamation without I/R Interface)

Appendix 5Na “RoadNoise” Computer Output File (Option 2B – Full Reclamation with I/R Interface Stage A)

Appendix 5Nb “RoadNoise” Computer Input Files (Option 2B – Full Reclamation with I/R Interface Stage A)

Appendix 5Oa “RoadNoise” Computer Output File (Option 2B – Full Reclamation with I/R Interface Stage B)

Appendix 5Ob “RoadNoise” Computer Input Files (Option 2B – Full Reclamation with I/R Interface Stage B)

Appendix 5Pa Predicted Facade Noise Levels at Each Floor (Option 1A – Minimised Reclamation without I/R Interface)

Appendix 5Pb Predicted Facade Noise Levels at Each Floor (Option 1B – Minimised Reclamation with I/R Interface Stage A)

Appendix 5Pc Predicted Facade Noise Levels at Each Floor (Option 1B – Minimised Reclamation with I/R Interface Stage B)

Appendix 5Pd Predicted Facade Noise Levels at Each Floor (Option 2A – Full Reclamation without I/R Interface)

Appendix 5Pe Predicted Facade Noise Levels at Each Floor (Option 2B – Full Reclamation with I/R Interface Stage A)

Appendix 5Pf Predicted Facade Noise Levels at Each Floor (Option 2B – Full Reclamation with I/R Interface Stage B)

Appendix 5Pg Traffic Noise Impact Assessment (Predicted Traffic Noise Levels at Each Floor, “RoadNoise” Output and Input Files) (Refined Scheme – Minimised Reclamation without I/R Interface)

Appendix 5Ph Traffic Noise Impact Assessment (Predicted Traffic Noise Levels at Each Floor, “RoadNoise” Output and Input Files) (Refined Scheme – Full Reclamation without I/R Interface)

Appendix 5Q Layout Plans Showing Podium Extents

Appendix 5Ra Summary of Predicted Noise Levels (Potential I/R Interface Problem – Existing Scenario)

Appendix 5Rb Sample Calculations at NSRs 11, 391, 211, 301, 342, 2001, 3002 & 3003 (Potential I/R Interface Problem – Existing Scenario)

Appendix 5Sa Summary of Predicted Noise Level (Potential I/R Interface Problem – Worst Scenario)

Appendix 5Sb Sample Calculations at NSRs 11, 391, 211, 301, 342, 2001, 3002 & 3003 (Potential I/R Interface Problem – Worst Scenario)

Appendix 6A.1 Estimation of Total Pollution Load Generated in the Yau Tong Area (from Residential, Commercial and Industrial Source)

Appendix 6A.2 Methodology of Estimating Pollution Load in Stormwater Drains of Yau Tong Area (Due to Surface Runoff)

Appendix 6B Particle Model Setup and Modelling Scenarios

Appendix 6C Particle Modelling of Pollutant Dispersion from the New Kwun Tong Nullah – Scenario 1B

Appendix 6D Particle Modelling of Pollutant Dispersion from the YTB Stormwater Culvert – Scenario 1B

Appendix 6E Implementation Schedule of Mitigation Measures (Water Quality)

Appendix 8A 24 Hour Diurnal Graph for Central and East Kowloon

Appendix 8B Calculations for On-site Retention Tank

Appendix 8C.1 Hydraulic Performance of Existing Sewers for Baseline Conditions

Appendix 8C.2 Hydraulic Performance on Existing Sewers after Yau Tong Bay Development

Appendix 9A Adjacent Developments around Yau Tong Bay

Appendix 9B Study on Alternative Building Height Profile

Appendix 9C Refined Scheme