Agreement No.
CE 74/98
WAN CHAI
DEVELOPMENT PHASE II
COMPREHENSIVE
FEASIBILITY STUDY
ENVIRONMENTAL
IMPACT ASSESSMENT REPORT
VOLUME 3
LIST OF APPENDICES
Appendix 2.1 Wan Chai Development Phase
II: Construction Programme
Appendix 3.1 Summary of Major Dust
Generating Activities
Appendix 3.2 Calculation of Dust Emission
Factors
Appendix 3.3 Sample Computer Output of FDM
Calculation
Appendix 3.4 Calculation of Emission Factor
in Year 2027 (Open Road)
Appendix 3.5 Sample Computer Output of
CALINE4 Calculation
Appendix 3.6 Calculation of Emission Factor
in Year 2027 (Portal)
Appendix 3.7 Sample Computer Output of
ISCST3 Calculation
Appendix 3.8 Dust Levels from Different
Construction Activities (Unmitigated)
Appendix 3.10 Dust Levels from Different
Construction Activities (Mitigated)
Appendix 4.1 Locations of ‘New’ Roads
Appendix 4.2 Powered Mechanical Equipment
(PME) for Different Construction Tasks during Normal Daytime Working Hours
Appendix 4.3 Detail Calculation and Results
of Construction Noise Impacts During Normal Daytime Working Hours
Appendix 4.4 Powered Mechanical Equipment
(PME) for Different Construction Tasks During Restricted Hours
Appendix 4.5 Detail Calculation and Results
of Construction Noise Impacts During Restricted Hours
Appendix 4.6 Traffic Noise Assessment
Results
Appendix 4.7 Sample Output File
Appendix 4.8 Ventilation Shaft Noise
Assessment
Appendix 4.9 Endorsed Letter for Traffic
Flow Year 2027 from Transport Department
Appendix 4.10 Helicopter Noise Assessment
Appendix 5.1 Pollution Loading Inventory for
Water Quality Modelling
Appendix 5.2 Sea Level and Rainfall
Observations 1995 to 1999
Appendix 5.3 Water Quality Modelling
Results: Construction Scenarios
Figure 5C-1 Construction Scenario 2A – Tidal Averaged
Surface SS Elevation, Spring-Neap Cycle, Wet Season
Figure 5C-2 Construction Scenario 2A – Tidal Averaged
Surface SS Elevation, Spring-Neap Cycle, Dry Season
Figure 5C-3 Construction Scenario 2A – Tidal Averaged
Sedimentation Rate, Spring-Neap Cycle, Wet Season
Figure 5C-4 Construction Scenario 2A – Tidal Averaged
Sedimentation Rate, Spring-Neap Cycle, Dry Season
Figure 5C-5 Construction Scenario 2B – Tidal Averaged
Surface SS Elevation, Spring-Neap Cycle, Wet Season
Figure 5C-6 Construction Scenario 2B – Tidal Averaged
Surface SS Elevation, Spring-Neap Cycle, Dry Season
Figure 5C-7 Construction Scenario 2B – Tidal Averaged
Sedimentation Rate, Spring-Neap Cycle, Wet Season
Figure 5C-8 Construction Scenario 2B – Tidal Averaged
Sedimentation Rate, Spring-Neap Cycle, Dry Season
Appendix 5.4 Predicted Suspended Solids
Concentrations at Water Sensitive Receivers for Construction Scenario 2B
Appendix 5.5 Temporal Variations of SS
Elevations at the Various Water Sensitive Receivers during Construction Phase
Figure 5D-1 Construction Scenario 2A - Temporal
Variations of Surface SS Elevations at Various Water Sensitive Receivers, Wet
Season
Figure 5D-2 Construction Scenario 2A - Temporal
Variations of Surface SS Elevations at Various Water Sensitive Receivers, Dry
Season
Figure 5D-3 Construction Scenario 2B - Temporal
Variations of Surface SS Elevations at Various Water Sensitive Receivers, Wet
Season
Figure 5D-4 Construction Scenario 2B - Temporal
Variations of Surface SS Elevations at Various Water Sensitive Receivers, Dry
Season
Appendix 5.6 Water Quality Modelling
Results: Interim Construction Stage
Figure 5F-1 Model Grids for Interim Construction Stage
Figure 5F-2 Interim Construction Stage – Tidal and
Depth Averaged DO & BOD5 Concentrations, Spring-Neap Cycle, Wet Season
Figure 5F-3 Interim Construction Stage – Tidal and
Depth Averaged NH3-N & TIN Concentrations, Spring-Neap Cycle, Wet Season
Figure 5F-4 Interim Construction Stage – Tidal and
Depth Averaged E. coli Concentration,
Spring-Neap Cycle, Wet Season
Figure 5F-5 Interim Construction Stage – Tidal and
Depth Averaged DO & BOD5 Concentrations, Spring-Neap Cycle, Dry Season
Figure 5F-6 Interim Construction Stage – Tidal and
Depth Averaged NH3-N & TIN Concentrations, Spring-Neap Cycle, Dry Season
Figure 5F-7 Interim Construction Stage – Tidal and
Depth Averaged E. coli Concentration,
Spring-Neap Cycle, Dry Season
Figure 5F-8 Interim Construction Stage – Tidal Minimum
Depth Averaged DO Concentration, Spring-Neap Cycle, Wet Season
Figure 5F-9 Interim Construction Stage – Tidal Minimum
Bottom Layer DO Concentration, Spring-Neap Cycle, Wet Season
Figure 5F-10 Interim Construction Stage – Tidal Minimum
Depth Averaged DO Concentration, Spring-Neap Cycle, Dry Season
Figure 5F-11 Interim Construction Stage – Tidal Minimum
Bottom Layer DO Concentration, Spring-Neap Cycle, Dry Season
Appendix 5.7 Hydrodynamic and Water Quality
Modelling Results: Baseline Scenario
Figure
5A-1 Model Grids for Baseline Scenario
Figure 5A-2 Baseline Scenario – Surface Flow Pattern in
Victoria Harbour, Wet Season
Figure 5A-3 Baseline Scenario – Depth Averaged Flow Speed
in Victoria Harbour, Wet Season
Figure 5A-4 Baseline Scenario - Surface Flow Pattern in
Victoria Harbour, Dry Season
Figure 5A-5 Baseline Scenario - Depth Averaged Flow
Speed in Victoria Harbour, Dry Season
Figure 5A-6 Baseline Scenario - Tidal and Depth
Averaged DO & BOD5 Concentrations, Spring-Neap Cycle, Wet Season
Figure 5A-7 Baseline Scenario - Tidal and Depth
Averaged NH3-N & TIN Concentrations, Spring-Neap Cycle, Wet Season
Figure 5A-8 Baseline Scenario - Tidal and Depth
Averaged E. coli Concentration,
Spring-Neap Cycle, Wet Season
Figure 5A-9 Baseline Scenario - Tidal and Depth
Averaged DO & BOD5 Concentrations, Spring-Neap Cycle, Dry Season
Figure 5A-10 Baseline Scenario - Tidal and Depth Averaged
NH3-N & TIN Concentrations, Spring-Neap Cycle, Dry Season
Figure 5A-11 Baseline Scenario - Tidal and Depth Averaged E. coli Concentration, Spring-Neap
Cycle, Dry Season
Figure 5A-12 Baseline Scenario – Tidal Minimum Depth
Averaged DO Concentration, Spring-Neap Cycle, Wet Season
Figure 5A-13 Baseline Scenario – Tidal Minimum Bottom
Layer DO Concentration, Spring-Neap Cycle, Wet Season
Figure 5A-14 Baseline Scenario – Tidal Minimum Depth
Averaged DO Concentration, Spring-Neap Cycle, Dry Season
Figure 5A-15 Baseline Scenario – Tidal Minimum Bottom
Layer DO Concentration, Spring-Neap Cycle, Dry Season
Appendix 5.8 Hydrodynamic and Water Quality
Modelling Results: Operation Scenario
Figure 5B-1 Model Grids for Operation Scenario
Figure 5B-2 Model Grids Setup (Operation Phase) for the
proposed Green Island Reclamation
Figure 5B-3 Operation Scenario - Surface Flow Pattern
in Victoria Harbour, Wet Season
Figure 5B-4 Operation Scenario - Depth Averaged Flow
Speed in Victoria Harbour, Wet Season
Figure 5B-5 Operation Scenario - Surface Flow Pattern
in Victoria Harbour, Dry Season
Figure 5B-6 Operation Scenario - Depth Averaged Flow
Speed in Victoria Harbour, Dry Season
Figure 5B-7 Operation Scenario - Tidal and Depth
Averaged DO & BOD5 Concentrations, Spring-Neap Cycle, Wet Season
Figure 5B-8 Operation Scenario - Tidal and Depth
Averaged NH3-N & TIN Concentrations, Spring-Neap Cycle, Wet Season
Figure 5B-9 Operation Scenario - Tidal and Depth
Averaged E. coli Concentration,
Spring-Neap Cycle, Wet Season
Figure 5B-10 Operation Scenario - Tidal and Depth Averaged
DO & BOD5 Concentrations, Spring-Neap Cycle, Dry Season
Figure 5B-11 Operation Scenario - Tidal and Depth Averaged
NH3-N & TIN Concentrations, Spring-Neap Cycle, Dry Season
Figure 5B-12 Operation Scenario - Tidal and Depth Averaged
E. coli Concentration, Spring-Neap
Cycle, Dry Season
Figure 5B-13 Operation Scenario - Tidal Averaged Surface
Temperature Elevation, Spring-Neap Cycle, Wet Season
Figure 5B-14 Operation Scenario - Tidal and Depth Averaged
Chlorine Concentration, Spring-Neap Cycle, Wet Season
Figure 5B-15 Operation Scenario - Tidal Averaged Surface
Temperature Elevation, Spring-Neap Cycle, Dry Season
Figure 5B-16 Operation Scenario - Tidal and Depth Averaged
Chlorine Concentration, Spring-Neap Cycle, Dry Season
Figure 5B-17 Operation Scenario – Tidal Minimum Depth
Averaged DO Concentration, Spring-Neap Cycle, Wet Season
Figure 5B-18 Operation Scenario – Tidal Minimum Bottom
Layer DO Concentration, Spring-Neap Cycle, Wet Season
Figure 5B-19 Operation Scenario – Tidal Minimum Depth
Averaged DO Concentration, Spring-Neap Cycle, Dry Season
Figure 5B-20 Operation Scenario – Tidal Minimum Bottom
Layer DO Concentration, Spring-Neap Cycle, Dry Season
Appendix 7.1 Contamination Assessment Plan –
A King Marine and the Royal Hong Kong Yacht Club
Appendix 8.1 Wan Chai Development Phase
II: Study and Adjacent Area Bird
Species List
Appendix 9.1 Wan Chai Development Phase
II: Study and Adjacent Area Species
List