List of Appendices
Appendix
1.1
East West Corridor and North South Corridor
2.1
Graphical Illustrations of Alignment Options
2.2
Temporary Reclamation Staging for SCL Construction in Causeway Bay Typhoon Shelter
3.1
Plan and Geological Profiles
3.2
Plan and Longitudinal Section of Exhibition Station
3.3
Summary of Works Areas
3.4
Tentative Construction Programme
3.5
Supplementary Information on the Proposed Access Road at Lo Wu
4.1
Cultural Heritage Baseline Report
4.2
Previous Sounding Surveys and Marine Archaeological Studies’ Areas
5.1
Baseline Marine Ecological Resources
5.2
Coral Survey Results
5.3
Intertidal Ecological Survey Results
5.4
Representative Photographs of Habitats and Species of Conservation Interest Recorded during Field Surveys
6.1
IMT Level Check
8.1
Past Environmental Monitoring Data
8.2
Emission Inventory of SCL (MKK – HUH)
8.3
Emission Inventory of SCL (TAW – HUH)
8.4
Emission Inventory of KTE
8.5
Emission Inventory for Wan Chai Phase II and Central Wanchai Bypass
8.6
Justification for the Percentage of Annual Average Active Area
8.7
Calculations of Emission Rates (SCL (HUH – ADM))
8.8
Detailed Results of Predicted Cumulative TSP Concentrations
9.1
Not used
9.2
Construction Plant Inventory for SCL (HUH – ADM) – Unmitigated Scenario
9.3
Locations of Notional Sources and Distance to NSRs
9.4
Sample Calculation of Construction Noise Levels – Unmitigated Scenario
9.5
Summary of Predicted Construction Noise Levels – Unmitigated Scenario
9.6
Calculation of Fixed Plant Noise during Daytime and Evening Time
9.7
Calculation of Fixed Plant Noise during Night Time
9.8
Construction Plant Inventory for SCL (HUH – ADM) – Mitigated Scenario
9.9
Sample Calculation of Construction Noise Levels – Mitigated Scenario
9.10
Summary of Predicted Construction Noise Levels – Mitigated Scenario
9.11
Mitigated Construction Noise Levels of Concurrent Projects for Cumulative Construction Noise Assessment
9.12
Cumulative Construction Noise Assessment for Kowloon Area – Mitigated Scenario
9.13
Cumulative Construction Noise Assessment for Hong Kong Island – Mitigated Scenario
10.1
TBM Vibration Data
10.2
Force Density Level (FDL)
10.3
Typical Point Source Response (PSR)
10.4
Building Coupling Factor (BCF)
10.5
Building Vibration Response (BVR)
10.6
Calculation of Construction Ground-borne Noise
10.7
Calculation of Cumulative Construction Ground-borne Noise
10.8
Calculation of Operation Ground-borne Noise
11.1
11.2
Temporary Reclamation Stages at CBTS
11.3
Coverage, Layout and Grid Quality of Refined VH Model
11.4
Sediment Plume Modelling Results (Scenario 1) – Dry Season
11.5
Sediment Plume Modelling Results (Scenario 1) – Wet Season
11.6
Sediment Plume Modelling Results (Scenario 2) – Dry Season
11.7
Sediment Plume Modelling Results (Scenario 2) – Wet Season
11.8
Maximum Mixing Zone for SS Elevations – Scenario 1 (Contributed from SCL and other Concurrent Marine Works)
11.9
Maximum Mixing Zone for SS Elevations– Scenario 1 (Contributed from SCL alone)
11.10
Maximum Mixing Zone for SS Elevations– Scenario 2 (Contributed from SCL alone)
11.11
Tracer Modelling Results for Zinc, Total PCBs and Total PAHs for Scenario 1
11.12
Tracer Modelling Results for Zinc, Total PCBs and Total PAHs for Scenario 2
11.13
Typical Configuration of Silt Curtains and Silt Screens
11.14
Location of Proposed SCL IMT Tunnel and Existing CHT Alignments
12.1
Breakdown of C&D Material by Works Area and Year
12.2
Response from EPD for Waste Disposal to Landfill
12.3
Sediment Sampling and Testing Plan and Approval Letter from EPD
12.4
Testing Result and Disposal Classification
12.5
Results of Biological Screening
12.6
MFC’s Response to Dredging Rationale
12.7
PFC Endorsement Memo on C&DMMP
13.1
Contamination Assessment Plan
13.2
Contamination Assessment Report
13.3
LCSD’s Response to Site Access for Site Investigation
18.1
Key Assessment Assumptions and Methodologies