1.1           Background
1.2           The Project
1.3           Designated Projects
1.4           EIA Study Brief
1.5           Need of the Project
1.6           Scenario “with” and “without” Project
1.7           Implementation Programme
1.8           Concurrent Projects
1.9           Structure of this EIA Report

2.1           History of Previous Studies
2.2           Public Consultation
2.3           Selection of Preferred Alignment Option in West Portion
2.4           Selection of Preferred Alignment Option in East Portion
2.5           Selection of Preferred Alignment Option for Central Portion
2.6           Selection of the Proposed Alignment
2.7           Justification on the Locations of Ventilation Buildings

3.1           General Alignment and Key Elements
3.2           Key Design Elements
3.3           Implementation Programme
3.4           Material Changes to Exempted Designated Projects
3.5           Proposed Construction Methodology

4.1           Introduction
4.2           Legislation and Standards
4.3           Construction Dust Assessment
4.4           Operational Air Quality Assessment
4.5           Conclusion
4.6           References

5.1           Introduction
5.2           Legislation and Standards
5.3           Noise Sensitive Receivers
5.4           Construction Noise Impact Assessment
5.5           Operational Noise Impact Assessment
5.6           Conclusion

6.1           Introduction
6.2           Legislation and Standards
6.3           General Methodology and Principles
6.4           Baseline Conditions
6.5           Water Sensitive Receivers
6.6           Potential Concurrent Projects
6.7           Construction Phase Water Quality Assessment
6.8           Operational Phase Water Quality Assessment
6.9           Mitigation Measures
6.10         Residue Impacts
6.11         Conclusion
6.12         References

7.1           Introduction
7.2           Legislation and Standards
7.3           General Methodology and Principles
7.4           Identification and Evaluation of Waste Management Implications
7.5           Mitigation Measures
7.6           Residual Environmental Impacts
7.7           Conclusion

8.1           Introduction
8.2           Legislation and Guidance
8.3           Background Information
8.4           Site Survey
8.5           Future Landuse and Activities
8.6           Potentially Contaminated Sites
8.7           Site Investigation
8.8           Identification and Evaluation of Land Contamination
8.9           Possible Soil Contamination Extent
8.10         Remaining SI Works
8.11         Soil Remediation Options & Recommendations
8.12         Conclusion

9.1           Introduction
9.2           Scope of Hazard to Life Assessment
9.3           Hazard to Life Assessment Objectives and Risk Criteria
9.4           Approach of the Hazard to Life Assessment
9.5           Project Description and Assessment Information
9.6           Transport of Explosives for the CKR Project
9.7           Use of Explosives for the CKR Project
9.8           Population Estimates
9.9           Hazard Identification
9.10         Incident Review
9.11         Frequency Assessment for Transport of Explosives
9.12         Frequency Assessment for Use of Explosives
9.13         Consequence Assessment
9.14         Risk Analysis
9.15         Risks due to Interfaces with Future Shatin to Central Link (SCL)
9.16         Risks due to Interfaces with Future Kwun Tong Line Extension (KTE)
9.17         Conclusion
9.18         Recommendations
9.19         References

10.1         Introduction
10.2         Scope and Content of the Study
10.3         Legislation and Standards
10.4         General Methodology and Principles
10.5         Review of Planning and Development Control Framework
10.6         Comments on Landscape and Visual Issues Received During Public Forum
10.7         Landscape Baseline Study
10.8         Visual Baseline Study
10.9         Landscape Impact Assessment
10.10       Landscape and Visual Mitigation Measures
10.11       Visual Impact Assessment
10.12       Conclusion 

11.1         Introduction
11.2         Legislation and Standards
11.3         Methodology and Principles
11.4         Terrestrial Archaeological Assessment
11.5         Marine Archaeological Assessment
11.6         Conclusion
11.7         References

12.1         Introduction
12.2         Legislation and Standards
12.3         Methodology and Principles
12.4         Results of the Desk Based Study
12.5         Impact Assessment
12.6         Mitigation Recommendations
12.7         Conclusion
12.8         References

13.1         Introduction
13.2         Project Organisation
13.3         EM&A Manual and Implementation Schedule
13.4         Amendments to EM&A Manual
13.5         EM&A Programme
13.6         Environmental Management Plan  

14.1         Population and Environmental Sensitive Areas Protected
14.2         Approaches Adopted to Avoid Environmental Impacts
14.3         Approaches Adopted to Minimize Environmental Impacts
14.4         Approaches Adopted to Mitigate Environmental Impacts

15.1         General
15.2         Alignment Evaluation
15.3         Construction Method
15.4         Air Quality Impact
15.5         Noise Impact
15.6         Water Quality Impact
15.7         Waste Management Implications
15.8         Land Contamination Impact
15.9         Hazard Assessment
15.10       Landscape and Visual Impact
15.11       Impact on Cultural Heritage (Terrestrial & Marine Archaeology)
15.12       Impact on Cultural Heritage (Built Heritage)
15.13       Environmental Monitoring and Audit Requirements
15.14       Overall  

Table 1.1          Development Packages of Kai Tak Development
Table 1.2          Summary of Potential Concurrent Projects
 

Table 2.1          Overview of Key Elements of the Proposed Alignment
Table 2.2          Summary of the public events and activities at investigation stage
Table 2.3          Summary of environmental considerations of alignment options at the west portion
Table 2.4          Length of Underwater Tunnel Section
Table 2.5          Summary of environmental considerations of alignment options at the east portion
Table 2.6          Justifications on the ventilation building locations
 

Table 3.1          Summary of Tentative Construction methods for the Tunnel Alignment
 

Table 4.1          Hong Kong Air Quality Objectives (HKAQO)
Table 4.2          Tunnel Air Quality Guidelines
Table 4.3          TSP Monitoring Data at Sham Shui Po, Kwun Tong and Tsuen Wan AQMSs (2007-2011)
Table 4.4          Representative ASRs for Construction Dust Assessment
Table 4.5          Key Concurrent Projects for Construction Dust Assessment
Table 4.6          References of Dust Emission Factors for Different Activities
Table 4.7          Modelling Parameters in FDM
Table 4.8          Predicted Unmitigated Tier 1 Cumulative 1-hour and 24-hour TSP Concentrations at Various Heights above Ground (Including Background Concentration)
Table 4.9          Predicted Unmitigated Cumulative Annual TSP Concentrations at Various Heights above Ground (Including Background Concentration)
Table 4.10        Predicted Mitigated Tier 1 Cumulative 1-hour and 24-hour TSP Concentrations at Various Heights above Ground (Including Background Concentration)
Table 4.11        Predicted Mitigated Tier 2 Cumulative 1-hour and 24-hour TSP Concentrations at Various Heights above Ground (Including Background Concentration)
Table 4.12        Predicted Mitigated Cumulative Annual TSP Concentrations at Various Heights above Ground (Including Background Concentration)
Table 4.13        Air Quality Monitoring Data at Kwun Tong AQMS (2007-2011)
Table 4.14        Air Quality Monitoring Data at Sham Shui Po AQMS (2007-2011)
Table 4.15        Representative ASRs for Operational Air Quality Assessment
Table 4.16        The emission percentage and the amount of NOx in Hong Kong (2010)
Table 4.17        The emission percentage and the amount of RSP in Hong Kong (2010)
Table 4.18        The emission percentage and the amount of SO2 in Hong Kong (2010)
Table 4.19        2011 Ozone monitoring data extracted from “Air Quality in Hong Kong 2011”
Table 4.20        The emission percentage and the amount of CO in Hong Kong (2010)
Table 4.21        2011 CO monitoring data extracted from “Air Quality in Hong Kong 2011”
Table 4.22        Comparison of TAPs concentration in Hong Kong (2011) and the EU Air Quality Standards
Table 4.23        Comparison of VOCs concentration in Hong Kong (2011) and the EU Air Quality Standards
Table 4.24        Concurrent Projects included in the Operational Air Quality Assessment
Table 4.25        Existing and Planned Tunnel/Enclosure Portals and Ventilation Buildings included in the Operational Air Quality Assessment
Table 4.26        Existing and Planned Chimneys included in the Operational Air Quality Assessment
Table 4.27        Projects/Sources for Operational Air Quality Assessment
Table 4.28        Summary of Total Daily Pollutant Emissions
Table 29a         Summary of 2010 Hong Kong Emission Inventory for the PATH model
Table 29b         Summary of 2015 Hong Kong Emission Inventory for the PATH model
Table 29c         Summary of 2020 Hong Kong Emission Inventory for the PATH model
Table 4.30        Summary of Wind Standard Deviation for Surface Roughness of 100cm
Table 4.31        Predicted Maximum Cumulative 1-hour, 24-hour and Annual Averaged Concentrations of NO2 and RSP at representative ASRs (Including Background 

Table 5.1         Noise Standards for Construction Activities
Table 5.2         Acceptable Noise Levels for Construction during Restricted Hour
Table 5.3         Area Sensitivity Ratings (ASRs)
Table 5.4         Acceptable Noise Levels for Percussive Piling
Table 5.5         Construction Groundborne Noise Criteria (Leq 30min, dB(A))
Table 5.6         Noise Standards for Operational Phase (Road Traffic Noise)
Table 5.7         Noise Standards for Operational Phase (Fixed Noise Sources)
Table 5.8         Acceptable Noise Levels for Fixed Noise Sources
Table 5.9         Representative NSRs for Noise Impact Assessment
Table 5.10       Measurements of Prevailing Noise Levels
Table 5.11       ASR of Representative NSRs for Fixed Plant Noise Assessment
Table 5.12       Summary of Noise Criteria at NSRs for Fixed Noise Sources
Table 5.13       Predicted Maximum Unmitigated Construction Noise Levels at NSRs
Table 5.14       Predicted Maximum Mitigated Construction Noise Levels at NSRs
Table 5.15       Cumulative Noise Impact with Concurrent Projects
Table 5.16       Adverse Residual Impacts at Noise Sensitive Receivers
Table 5.17       Adverse residual Noise Impacts (Residential Premises)
Table 5.18       Assessment of Residual Impacts
Table 5.19       Adverse residual Noise Impacts (Educational Institution During Normal Period)
Table 5.20       Adverse Residual Noise Impacts (Educational Institution During Examination Period)
Table 5.21       Reference vibration sources of PME
Table 5.22       Wave propagation properties of soils
Table 5.23       Loss factor for coupling into building foundation
Table 5.24       Conversion factors from floor vibration levels to indoor reverberant noise levels
Table 5.25       Unmitigated Construction Groundborne Noise
Table 5.26       Road Category
Table 5.27       Unmitigated Road Traffic Noise Impact in Year 2036
Table 5.28       Recommended Noise Mitigation Measures
Table 5.29       Mitigated Road Traffic Noise Impact in Year 2036
Table 5.30       Noise Reduction of Noise Mitigation Measures
Table 5.31       Summary of Protected and Benefitted Noise Sensitive Uses (Existing Uses)
Table 5.32       Summary of Protected and Benefitted Noise Sensitive Uses (Planned Uses)
Table 5.33       Summary of Fixed Plant Noise Sources
Table 5.34       Maximum Allowable SWL for the Ventilation Buildings
 

Table 6.1         Summary of Water Quality Objectives for Victoria Harbour WCZ
Table 6.2         WSD Water Quality Criteria for Salt Water Intakes
Table 6.3         Proposed Assessment Criteria for Heavy Metal and Trace Organics
Table 6.4         Average Water Quality of VM2 and VT11 from 2002 to 2008
Table 6.5         90 Percentile of Suspended Solids
Table 6.6         Proposed Assessment Criteria for SS
Table 6.6a       Potential Concurrent Projects Related to Water Quality
Table 6.7         Summary of Hydrodynamic Impact due to Temporary Reclamation
Table 6.8         Summary Table of Loss Reductions from Silt Curtain Configurations
Table 6.9         Sediment Loss Rate
Table 6.10a     Summary of Water Quality Impact due to Dredging/Filling Activities (Scenario C3) – Unmitigated
Table 6.10b     Summary of Water Quality Impact due to Dredging/Filling Activities (Scenario C4) – Unmitigated
Table 6.11       Summary of Maximum Elutriate Test Results (for those sampling points with exceedance or higher than baseline levels)
Table 6.12a     Model Results for Release of Contaminants (Dry Season dredging)
Table 6.12b     Model Results for Release of Contaminants (Wet Season dredging)
Table 6.13       Sediment Loss Rate with Cage-typed Silt Curtain
Table 6.14a     Summary of Water Quality Impact due to Dredging/Filling Activities (Scenario C3) – Tier 1 Mitigation Measures (Adoption of Cage-typed Silt Curtain)
Table 6.14b     Summary of Water Quality Impact due to Dredging/Filling Activities (Scenario C4) – Tier 1 Mitigation Measures (Adoption of Cage-typed Silt Curtain)
Table 6.15a     Copper and PAH levels after Dredging Rate Reduction (Dry Season)
Table 6.15b     Sediment Loss Rate with Cage-typed Silt Curtain (Wet Season)
Table 6.15c     Summary of Water Quality Impact due to Dredging/Filling Activities (Scenario C3) – Tier 2 Mitigation Measures (Adoption of Cage-typed Silt Curtain and 50% reduction of dredging rate) (Wet Season)
Table 6.15d     Summary of Water Quality Impact due to Dredging/Filling Activities (Scenario C4) – Tier 2 Mitigation Measures (Adoption of Cage-typed Silt Curtain and 50% reduction of dredging rate) (Wet Season)
Table 6.16       Evaluation of Residue Impact
 

Table 7.1         Other relevant documents and information
Table 7.2a       Summary of quantities of C&D materials generated
Table 7.2b       Summary of quantities of sediments generated
Table 7.3a       Summary of C&D material generated, reused and disposed
Table 7.3b       Summary of sediments generated, reused and disposed
Table 7.4a       Summary of annual disposal quantities of C&D materials
Table 7.4b       Summary of annual disposal quantities of sediments
Table 7.5         Comparison of sediment categories identified in the marine SI works conducted in 2008 and 2012
Table 7.6         Summary of chemical and biological screening results of the land-based sediment
Table 7.7         Estimated quantities of different types of land-based sediment to be generated
Table 7.8         Findings of the marine SI works conducted in accordance with the Supplementary SSTP
Table 7.9         Summary of chemical and biological screening results and the proposed disposal classification of the marine-based sediment
Table 7.10       Estimated quantities of different types of marine-based sediment to be generated
Table 7.11       Estimated quantities of different types of sediment (including land-based and marine-based) to be generated
 

Table 8.1         Potentially Contaminated Sites
Table 8.2         Summary of SI Works Conducted
Table 8.3         Summary of Soil Samples with RBRGs Exceedance
Table 8.4         Estimated Quantity of Contaminated Soil

Table 9.1         Amount of Explosives Required at Each Access Point
Table 9.2         Amount of DG Category 1 Explosives Required at Each Access Point (Carried by Mines Division / Contractor’s Vehicles)
Table 9.3         Population Density for Roadside Population Area
Table 9.4         Pavement Population Density on Roads Covered in Site Survey
Table 9.5         Likelihood of Initiating Events and Probabilities of Detonation
Table 9.6         Transport Distance and Quantity of DG Category 1 Explosives (Cartridged Emulsion Explosives, Detonating Cord and Cast Booster)
Table 9.7         Failure Frequency (Detonation of Explosive) in Delivery Grouped by Delivery Route and Modelled Quantity of Explosives
Table 9.8         Summary of Number of Blasts, Sectors and Holes
Table 9.9         Frequency for Whole Project for Failures Leading to Higher Ground Vibration
Table 9.10       Frequency per 10m for Failures Leading to Higher Ground Vibration
Table 9.11       LPG Fuelling Stations and MTKGW Affected by Tunnel Blasting and Underground Explosive Transport in the Tunnel
Table 9.12       Housing Damage Categories in the Gilbert, Less and Scilly Model and the Corresponding Fatality Probabilities
Table 9.13       Indicative Hazard Distances of the Blast Waves Generated by Detonation in the Tunnel (for maximum 200 kg explosives allowed)
Table 9.14       Affected Distances for Building Collapse
Table 9.15       Affected Distance for Fireball and Thermal Radiation Effect
Table 9.16       Affected Distance for Overpressure Effect (ESTC model)
Table 9.17       Affected Distance for Overpressure Effect Related to Transport of Explosives within the Tunnel
Table 9.18       Fatalities due to Air Overpressure Caused by Accidental Detonation of Explosives on the Truck within the Tunnel
 

Table 10.1       Matrix for Impact Significance
Table 10.2       List of the Landscape Resources and their Sensitivity
Table 10.3       List of the Landscape Character Area and their Sensitivity
Table 10.4       List of the VSRs in the West Portion and their Sensitivity
Table 10.5       List of the VSRs around the Central Portion and their Sensitivity
Table 10.6       List of the VSRs in East Portion and their Sensitivity
Table 10.7       Magnitude of Change for LRs
Table 10.8       Magnitude of Change for LCAs
Table 10.9       Significance of Impact on LRs, both before and upon Mitigation
Table 10.10     Significance of Impact on LCAs, both before and upon Mitigation
Table 10.11     Proposed Landscape and Visual Mitigation Measures
Table 10.12     Magnitude of Change on VSRs
Table 10.13     Significance of Visual Impact on VSRs, both before and upon Mitigation

Table 11.1       Summary of assessment of terrestrial archaeological potential
Table 11.2       Summary of terrestrial archaeological impacts during construction phase
Table 11.3       Summary of the seabed objects identified
Table 11.4       Summary of Marine Geophysical Survey Results

Table 12.1       Impact Assessment for Heritage Features during the Construction Phase for CKR
Table 12.2       Mitigation Recommendations for Other Impacted Heritage Features (Construction Phase) of CKR

Table 15.1       Summary of Environmental Impacts Associated with the Project

Figure 1.1                General Layout Plan of CKR
Figure 1.2                Layout Plan of Route 6 and CBL
Figure 1.3                List of Designated Projects
Figure 1.4                Location of Concurrent Projects
 

Figure 2.1                Alignment Options in the West Portion
Figure 2.2                Alignment Options in the East Portion
Figure 2.3                Longitudinal Profile of CKR
 

Figure 3.1                Overall Layout Plan
Figure 3.1.1             Construction Methodologies (Sheet 1 of 4)
Figure 3.1.2             Construction Methodologies (Sheet 2 of 4)
Figure 3.1.3             Construction Methodologies (Sheet 3 of 4)
Figure 3.1.4             Construction Methodologies (Sheet 4 of 4)
Figure 3.2.1             Temporary At-Grade Works Area (Sheet 1 of 12)
Figure 3.2.2             Temporary At-Grade Works Area (Sheet 2 of 12)
Figure 3.2.3             Temporary At-Grade Works Area (Sheet 3 of 12)
Figure 3.2.4             Temporary At-Grade Works Area (Sheet 4 of 12)
Figure 3.2.5             Temporary At-Grade Works Area (Sheet 5 of 12)
Figure 3.2.6             Temporary At-Grade Works Area (Sheet 6 of 12)
Figure 3.2.7             Temporary At-Grade Works Area (Sheet 7 of 12)
Figure 3.2.8             Temporary At-Grade Works Area (Sheet 8 of 12)
Figure 3.2.9             Temporary At-Grade Works Area (Sheet 9 of 12)
Figure 3.2.10           Temporary At-Grade Works Area (Sheet 10 of 12)
Figure 3.2.11           Temporary At-Grade Works Area (Sheet 11 of 12)
Figure 3.2.12           Temporary At-Grade Works Area (Sheet 12 of 12)
 

Figure 4.1.1             Locations of Air Sensitive Receivers – Construction Phase (West Portion)
Figure 4.1.2             Locations of Air Sensitive Receivers – Construction Phase (Central Portion)
Figure 4.1.3             Locations of Air Sensitive Receivers – Construction Phase (Central Portion)
Figure 4.1.4             Locations of Air Sensitive Receivers (Barging Point)
Figure 4.2.1             Contours of Unmitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (West Portion)
Figure 4.2.2             Contours of Unmitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (West Portion)
Figure 4.2.3             Contours of Unmitigated Annual TSP Concentrations at 1.5m above ground (West Portion)
Figure 4.2.4             Contours of Unmitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (Central Portion)
Figure 4.2.5             Contours of Unmitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (Central Portion)
Figure 4.2.6             Contours of Unmitigated Annual TSP Concentrations at 1.5m above ground (Central Portion)
Figure 4.2.7             Contours of Unmitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (East Portion)
Figure 4.2.8             Contours of Unmitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (East Portion)
Figure 4.2.9             Contours of Unmitigated Annual TSP Concentrations at 1.5m above ground (East Portion)
Figure 4.2.10           Contours of Unmitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (Barging Point)
Figure 4.2.11           Contours of Unmitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (Barging Point)
Figure 4.2.12           Contours of Unmitigated Annual TSP Concentrations at 1.5m above ground (Barging Point)
Figure 4.3.1             Contours of Mitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (West Portion)
Figure 4.3.2             Contours of Mitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (West Portion)
Figure 4.3.3             Contours of Mitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (Central Portion)
Figure 4.3.4             Contours of Mitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (Central Portion)
Figure 4.3.5             Contours of Mitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (East Portion)
Figure 4.3.6             Contours of Mitigated 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (East Portion)
Figure 4.3.7             Contours of Mitigated 1-hour TSP Concentrations (Tier 1) at 5m above ground (East Portion)
Figure 4.3.8             Contours of Mitigated 24-hour TSP Concentrations (Tier 1) at 5m above ground (East Portion)
Figure 4.3.9             Contours of Mitigated 1-hour TSP Concentrations (Tier 1) at 1.5m above ground (Barging Point)
Figure 4.3.10           Contours of Mitigated d 24-hour TSP Concentrations (Tier 1) at 1.5m above ground (Barging Point)
Figure 4.4.1             Contours of Mitigated 1-hour TSP Concentrations (Tier 2) at 1.5m above ground (near Alhambra Building)
Figure 4.4.2             Contours of Mitigated 24-hour TSP Concentrations (Tier 2) at 1.5m above ground (near Alhambra Building)
Figure 4.4.3             Contours of Mitigated 1-hour TSP Concentrations (Tier 2) at 1.5m above ground (Wei Chien Court)
Figure 4.4.4             Contours of Mitigated 24-hour TSP Concentrations (Tier 2) at 1.5m above ground (Wei Chien Court)
Figure 4.4.5             Contours of Mitigated 1-hour TSP Concentrations (Tier 2) at 5m above ground (Hong Kong International Trade and Exhibition Centre)
Figure 4.4.6             Contours of Mitigated 24-hour TSP Concentrations (Tier 2) at 5m above ground (Hong Kong International Trade and Exhibition Centre)
Figure 4.5.1             Contours of  Mitigated Annual TSP Concentrations at 1.5m above ground (West Portion)
Figure 4.5.2             Contours of Mitigated Annual TSP Concentrations at 1.5m above ground (Central Portion)
Figure 4.5.3             Contours of Mitigated Annual TSP Concentrations at 1.5m above ground (East Portion)
Figure 4.5.4             Contours of Mitigated Annual TSP Concentrations at 5m above ground (East Portion)
Figure 4.5.5             Contours of Mitigated Annual TSP Concentrations at 1.5m above ground (Barging Point)
Figure 4.6.1             Locations of Air Sensitive Receivers – Operational Phase (West Portion)
Figure 4.6.2             Locations of Air Sensitive Receivers – Operational Phase (Central Portion)
Figure 4.6.3             Locations of Air Sensitive Receivers – Operational Phase (East Portion)
Figure 4.7.1             Locations of Open Road, Tunnel Portal and Ventilation Building (West Portion)
Figure 4.7.2             Locations of Open Road and Ventilation Building (Central Portion)
Figure 4.7.3             Locations of Open Road and Ventilation Building (Central Portion)
Figure 4.7.4             Locations of Industrial Emission Sources (West Portion)
Figure 4.7.5             Locations of Industrial Emission Sources (Central Portion)
Figure 4.7.6             Locations of Industrial, Marine and Helicopter Emissions Sources (East Portion)
Figure 4.8.1             Contours of Cumulative 1-hour NO2 Concentrations at 1.5m above ground (West Portion)
Figure 4.8.2             Contours of Cumulative 24-hour NO2 Concentrations at 1.5m above ground (West Portion)
Figure 4.8.3             Contours of Cumulative Annual NO2 Concentrations at 1.5m above ground (West Portion)
Figure 4.8.4             Contours of Cumulative 24-hour RSP Concentrations at 1.5m above ground (West Portion)
Figure 4.8.5             Contours of Cumulative Annual RSP Concentrations at 1.5m above ground (West Portion)
Figure 4.8.6             Contours of Cumulative 1-hour NO2 Concentrations at 1.5m above ground (Central Portion)
Figure 4.8.7             Contours of Cumulative 24-hour NO2 Concentrations at 1.5m above ground (Central Portion)
Figure 4.8.8             Contours of Cumulative Annual NO2 Concentrations at 1.5m above ground (Central Portion)
Figure 4.8.9             Contours of Cumulative 24-hour RSP Concentrations at 1.5m above ground (Central Portion)
Figure 4.8.10           Contours of Cumulative Annual RSP Concentrations at 1.5m above ground (Central Portion)
Figure 4.8.11           Contours of Cumulative 1-hour NO2 Concentrations at 1.5m above ground (East Portion)
Figure 4.8.12           Contours of Cumulative 24-hour NO2 Concentrations at 1.5m above ground (East Portion)
Figure 4.8.13           Contours of Cumulative Annual NO2 Concentrations at 1.5m above ground (East Portion)
Figure 4.8.14           Contours of Cumulative 24-hour RSP Concentrations at 1.5m above ground (East Portion)
Figure 4.8.15           Contours of Cumulative Annual RSP Concentrations at 1.5m above ground (East Portion)
 

Figure 5.1                Location of Assessment Area (West Portion)
Figure 5.1.1             Location of Assessment Area and Noise Sensitive Receivers (West Portion)
Figure 5.1.2             Location of Assessment Area and Noise Sensitive Receivers (West Portion)
Figure 5.1.3             Location of Assessment Area and Noise Sensitive Receivers (West Portion)
Figure 5.2.1             Location of Assessment Area and Noise Sensitive Receivers (Central Portion)
Figure 5.3.1             Location of Assessment Area and Noise Sensitive Receivers (East Portion)
Figure 5.3.2             Location of Assessment Area and Noise Sensitive Receivers (Barging Point)
Figure 5.4                Location of Project Road (West Portion)
Figure 5.5                Location of Project Road (East Portion)
Figure 5.6a              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (West Portion)
Figure 5.6b              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (West Portion)
Figure 5.6c              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (West Portion)
Figure 5.6d              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (West Portion)
Figure 5.6e              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (West Portion)
Figure 5.6f               Cross Section Drawings of Noise Mitigation Measures
Figure 5.6g              Cross Section Drawings of Noise Mitigation Measures
Figure 5.6h              Cross Section Drawings of Noise Mitigation Measures
Figure 5.6i               Cross Section Drawings of Noise Mitigation Measures
Figure 5.6j               Cross Section Drawings of Noise Mitigation Measures
Figure 5.6k              Cross Section Drawings of Noise Mitigation Measures
Figure 5.6l               Cross Section Drawings of Noise Mitigation Measures
Figure 5.6m             Cross Section Drawings of Noise Mitigation Measures
Figure 5.6n              Cross Section Drawings of Noise Mitigation Measures
Figure 5.7a              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (East Portion)
Figure 5.7b              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (East Portion)
Figure 5.7c              Location of Proposed Noise Mitigation Measures for Road Traffic Noise (East Portion)
Figure 5.8                Location of Fixed Plant Noise (West Portion)
Figure 5.9                Location of Fixed Plant Noise (Central Portion)
Figure 5.10              Location of Fixed Plant Noise (East Portion)
Figure 5.11              Extent of Temporary Noise Barriers
Figure 5.12              Permanent Kowloon City Ferry Pier PTI
Figure 5.13              Proposed Accessible Landscape Deck for Permanent Kowloon City Ferry Pier PTI
 

Figure 6.1                Water Quality Sensitive Receivers
Figure 6.2                Cage Typed Silt Curtain (Indicative)
Figure 6.3                Dredging Locations and Production Rates
Figure 6.4                Mitigation Measures for Stone Column Installation
Figure 6.5                Mitigation Measures for Stone Column Installation
 

Figure 8.1                Borehole Locations of the SI Works Conducted in 2009 (West Portion)
Figure 8.2                Borehole Locations of the SI Works Conducted in 2009 (East Portion)
Figure 8.3                Locations of Contaminated Boreholes and Confirmatory Investigation (West Portion)
Figure 8.4                Locations of Contaminated Boreholes and Confirmatory Investigation (East Portion)
Figure 8.5                Estimated Contamination Zone at PBH4
 

Figure 10.1              Map of Central Kowloon Route
Figure 10.1.1           Map of Central Kowloon Route – West Portion
Figure 10.1.2           Map of Central Kowloon Route – Central Portion
Figure 10.1.3           Map of Central Kowloon Route – East Portion
Figure 10.2              Existing Aerial View of Central Kowloon Route
Figure 10.2.1           Existing Aerial View of Central Kowloon Route – West Portion
Figure 10.2.2           Existing Aerial View of Central Kowloon Route – Central Portion
Figure 10.2.3           Existing Aerial View of Central Kowloon Route – East Portion
Figure 10.3              Not Used
Figure 10.3.1           Existing Oblique Aerial Photograph – West Portion
Figure 10.3.2           Existing Oblique Aerial Photograph – Central Portion
Figure 10.3.3           Existing Oblique Aerial Photograph – East Portion
Figure 10.4              Planning & Development Framework (OZP) (Key Plan)
Figure 10.4.1           Planning & Development Framework (OZP) – West Portion
Figure 10.4.2           Planning & Development Framework (OZP) – Central Portion
Figure 10.4.3           Planning & Development Framework (OZP) – East Portion
Figure 10.4.4           Kai Tak Development – RODP
Figure 10.4.5           Kai Tak Development – Sub-District Plan
Figure 10.4.6           Kai Tak Development – Visual Connections and Breezeways
Figure 10.5              Landscape Resources (Key Plan)
Figure 10.5.1           Landscape Resources – West Portion
Figure 10.5.2           Landscape Resources – Central Portion
Figure 10.5.3           Landscape Resources – East Portion
Figure 10.6              Not Used
Figure 10.6.1           Photographs of Landscape Resources (1 of 6) – West Portion
Figure 10.6.2           Photographs of Landscape Resources (2 of 6) – West Portion
Figure 10.6.3           Photographs of Landscape Resources (3 of 6) – Central Portion
Figure 10.6.4           Photographs of Landscape Resources (4 of 6) – East Portion
Figure 10.6.5           Photographs of Landscape Resources (5 of 6) – East Portion
Figure 10.6.6           Photographs of Landscape Resources (6 of 6) – East Portion
Figure 10.7              Landscape Character Areas (Key Plan)
Figure 10.7.1           Landscape Character Areas – West Portion
Figure 10.7.2           Landscape Character Areas – Central Portion
Figure 10.7.3           Landscape Character Areas – East Portion
Figure 10.8              Not Used
Figure 10.8.1           Photographs of Landscape Character Areas (1 of 3) – West Portion
Figure 10.8.2           Photographs of Landscape Character Areas (2 of 3) – Central Portion
Figure 10.8.3           Photographs of Landscape Character Areas (3 of 3) – East Portion
Figure 10.9              Broad Brush Tree Survey Plan (Key Plan)
Figure 10.9.1           Broad Brush Tree Survey Plan – West Portion (SW Kowloon, Yau Ma Tei)
Figure 10.9.2           Broad Brush Tree Survey Plan – Central Portion (Ho Man Tin)
Figure 10.9.3           Broad Brush Tree Survey Plan – East Portion (Kai Tak)
Figure 10.10            Landscape Mitigation Plan - West Portion
Figure 10.10.1         Yau Ma Tei Ventilation Building - General Layout
Figure 10.10.2         Yau Ma Tei Ventilation Building - North and South Elevation
Figure 10.10.3         Yau Ma Tei Ventilation Building - West and East Elevation
Figure 10.10.4         Yau Ma Tei Road Connections
Figure 10.10.5         Yau Ma Tei Noise Barriers - General Layout
Figure 10.10.6         Yau Ma Tei Noise Barriers - Ferry Street & Gasgoine Road Plan & Elevation
Figure 10.10.7         Yau Ma Tei Noise Barriers - Full-enclosure (Ferry Street) Sections
Figure 10.10.8         Yau Ma Tei Noise Barriers - Full-enclosure (Gasgoine Road) Section
Figure 10.10.9         Yau Ma Tei Noise Barriers - Semi-enclosure (Ferry Street & Gasgoine Road) Sections
Figure 10.10.10       Yau Ma Tei Noise Barriers - Typical Cantilever Barrier Sections
Figure 10.10.11       Landscape Deck at Yau Ma Tei - Framing Plan
Figure 10.10.12       Landscape Deck at Yau Ma Tei - Full-enclosure Sections
Figure 10.10.13       Landscape Deck at Yau Ma Tei - Semi-enclosure Section
Figure 10.10.14       Landscape Deck at Yau Ma Tei - Longitudinal Sections (1 of 2)
Figure 10.10.15       Landscape Deck at Yau Ma Tei - Longitudinal Sections (2 of 2)
Figure 10.10.16       Yau Ma Tei - Typical Viaduct Section with Planters
Figure 10.11            Landscape Mitigation Plan – Ho Man Tin Ventilation Building
Figure 10.11.1         Ho Man Tin Ventilation Building - Ground Floor Layout and Elevation
Figure 10.11.2         Ho Man Tin Ventilation Building - Basement Layout and Section
Figure 10.12            Landscape Mitigation Plan - East Portion
Figure 10.12.1         Not Used
Figure 10.12.2         Not Used
Figure 10.12.3         Kai Tak Ventilation Building - Plan
Figure 10.12.4         Kai Tak Ventilation Building - Section
Figure 10.12.5         Kai Tak Ventilation Building - South and North Elevation
Figure 10.12.6         Kai Tak Ventilation Building - East and West Elevation
Figure 10.12.7         Landscape Deck at Kai Tak - Plan and Elevation
Figure 10.12.8         Landscape Deck at Kai Tak - Cross Section
Figure 10.12.9         Kai Tak - Typical Viaduct Section
Figure 10.12.10       Kai Tak - Interchange Bridge Structures Layout Plan
Figure 10.13            Zone of Visual Influence and View Points – West Portion
Figure 10.13.1         Zone of Visual Influence and Key Visually Sensitive Receivers – West Portion
Figure 10.14            Zone of Visual Influence and View Points – Central Portion
Figure 10.14.1         Zone of Visual Influence and Key Visually Sensitive Receivers – Central Portion
Figure 10.15            Zone of Visual Influence and View Points – East Portion
Figure 10.15.1         Zone of Visual Influence and Key Visually Sensitive Receivers – East Portion (1 of 2)
Figure 10.15.2         Zone of Visual Influence and Key Visually Sensitive Receivers – East Portion (2 of 2)
Figure 10.16            Not Used
Figure 10.16.1         Photographs of Visual Sensitive Receivers – West Portion (1 of 6)
Figure 10.16.2         Photographs of Visual Sensitive Receivers – West Portion (2 of 6)
Figure 10.16.3         Photographs of Visual Sensitive Receivers – West Portion (3 of 6)
Figure 10.16.4         Photographs of Visual Sensitive Receivers – West Portion (4 of 6)
Figure 10.16.5         Photographs of Visual Sensitive Receivers – West Portion (5 of 6)
Figure 10.16.6         Photographs of Visual Sensitive Receivers – West Portion (6 of 6)
Figure 10.17            Not Used
Figure 10.17.1         Photographs of Visual Sensitive Receivers – Central Portion (1 of 3)
Figure 10.17.2         Photographs of Visual Sensitive Receivers – Central Portion (2 of 3)
Figure 10.17.3         Photographs of Visual Sensitive Receivers – Central Portion (3 of 3)
Figure 10.18            Not Used
Figure 10.18.1         Photographs of Visual Sensitive Receivers – East Portion (1 of 7)
Figure 10.18.2         Photographs of Visual Sensitive Receivers – East Portion (2 of 7)
Figure 10.18.3         Photographs of Visual Sensitive Receivers – East Portion (3 of 7)
Figure 10.18.4         Photographs of Visual Sensitive Receivers – East Portion (4 of 7)
Figure 10.18.5         Photographs of Visual Sensitive Receivers – East Portion (5 of 7)
Figure 10.18.6         Photographs of Visual Sensitive Receivers – East Portion (6 of 7)
Figure 10.18.7         Photographs of Visual Sensitive Receivers – East Portion (7 of 7)
Figure 10.19            Photomontage Viewpoints (Key Plan)
Figure 10.20a          Viewpoint No.1 Photomontage (1 of 2)
Figure 10.20b          Viewpoint No.1 Photomontage (2 of 2)
Figure 10.21a          Viewpoint No.2 Photomontage (1 of 2)
Figure 10.21b          Viewpoint No.2 Photomontage (2 of 2)
Figure 10.22a          Viewpoint No.3 Photomontage (1 of 2)
Figure 10.22b          Viewpoint No.3 Photomontage (2 of 2)
Figure 10.23a          Viewpoint No.4 Photomontage (1 of 2)
Figure 10.23b          Viewpoint No.4 Photomontage (2 of 2)
Figure 10.24a          Viewpoint No.5 Photomontage (1 of 2)
Figure 10.24b          Viewpoint No.5 Photomontage (2 of 2)
Figure 10.25            Viewpoint No.6 Photomontage
Figure 10.26            Viewpoint No.7 Photomontage
Figure 10.27a          Viewpoint No.8 Photomontage (1 of 2)
Figure 10.27b          Viewpoint No.8 Photomontage (2 of 2)
Figure 10.28a          Viewpoint No.9 Photomontage (1 of 2)
Figure 10.28b          Viewpoint No.9 Photomontage (2 of 2)
Figure 10.29a          Viewpoint No.10 Photomontage (1 of 2)
Figure 10.29b          Viewpoint No.10 Photomontage (2 of 2)
Figure 10.30a          Viewpoint No.11 Photomontage (1 of 2)
Figure 10.30b          Viewpoint No.11 Photomontage (2 of 2)
Figure 10.31a          Viewpoint No.12 Photomontage (1 of 2)
Figure 10.31b          Viewpoint No.12 Photomontage (2 of 2)
Figure 10.32a          Viewpoint No.13 Photomontage (1 of 2)
Figure 10.32b          Viewpoint No.13 Photomontage (2 of 2)

Figure 11.5.1           Previous MAI coverage
Figure 11.5.2           Marine Chart prepared for the East India Company by Lieutenants of the Bombay Marine
Figure 11.5.3           Kowloon City Pier in the 1890s
Figure 11.5.4           A distant view of the Kowloon Walled City as seen from the Longjin Pier, circa 1910
Figure 11.5.5           Study area for 2008 MAI plus additional 2012 geophysical survey area
 

Figure 12.1              Historical Map showing the location of the Built Heritage Resources
Figure 12.2              Location of built heritage resources
Figure 12.3              Location of built heritage resources in Yau Ma Tei
Figure 12.4              Location of built heritage resources in Ma Tau Kok
Figure 12.5              Plan showing the 1-storey kitchen and laundry block and the car port of the Yau Ma Tei Police Station

Appendix 1.1           Development Packages of Kai Tak Development

Appendix 3.1           Yau Ma Tei Interchange Design Layout
Appendix 3.2           Construction Programme
Appendix 3.3           Construction of Underwater Tunnel in Kowloon Bay

Appendix 4.1           Details of Dust Emission Sources and Calculations
Appendix 4.2           Justification for the Percentage of Active Works Areas and Dust Suppression Efficiency
Appendix 4.3           Details of In-tunnel Air Quality
Appendix 4.3A        Correspondences with the Transport Department
Appendix 4.4           Traffic Data in Year 2021, Year 2026 and Year 2036
Appendix 4.5           EmFAC-HK Key Model Assumptions
Appendix 4.6           Adjusted PATH Concentrations for Year 2020
Appendix 4.7           Detailed Vehicular Emission Factor for Year 2021
Appendix 4.8           Details of Emission from Portals and Ventilation Buildings and Calculations
Appendix 4.9           Details of Emission from other Gaseous Sources and Calculations
Appendix 4.10         Detailed Results of the Operational Air Quality Assessment
 

Appendix 5.1           NSRs Summary Table
Appendix 5.1A        Letting from Planning Department
Appendix 5.2           Photo of Existing NSRs
Appendix 5.3           Location of Prevailing Noise Measurement
Appendix 5.4A        SWL of Plant List
Appendix 5.4B        Sketch of Typical Temporary Noise Barrier / Enclosure
Appendix 5.4C        Tentative Mucking Out Points and Associated Noise Mitigation Measures
Appendix 5.5A        SWL of Construction Activities (West Portion)
Appendix 5.5B        Separation distance between NSRs and Notional Construction Noise Source (West Portion)
Appendix 5.5C        Monthly Unmitigated Noise Contribution (West Portion)
Appendix 5.5D        Unmitigated Construction Noise Impacts (West Portion)
Appendix 5.5E        Monthly Mitigated Noise Contribution (West Portion)
Appendix 5.5F        Mitigated Construction Noise Impacts (West Portion)
Appendix 5.6A        SWL of Construction Activities (Central Portion)
Appendix 5.6B        Separation distance between NSRs and Notional Construction Noise Source (Central Portion)
Appendix 5.6C        Monthly Construction Noise Calculation (Central Portion)
Appendix 5.6D        Unmitigated Construction Noise Impacts (Central Portion)
Appendix 5.6E         Monthly Mitigated Noise Contribution (Central Portion)
Appendix 5.6F         Mitigated Construction Noise Impacts (Central Portion)
Appendix 5.7A         SWL of Construction Activities (East Portion)
Appendix 5.7B         Separation distance between NSRs and Notional Construction Noise Source (East Portion)
Appendix 5.7C         Monthly Unmitigated Noise Contribution (East Portion)
Appendix 5.7D         Unmitigated Construction Noise Impacts (East Portion)
Appendix 5.7E         Monthly Mitigated Noise Contribution (East Portion)
Appendix 5.7F         Mitigated Construction Noise Impacts (East Portion)
Appendix 5.8A         SWL of Construction Activities (Barging Point)
Appendix 5.8B         Separation distance between NSRs and Notional Construction Noise Source (Barging Point)
Appendix 5.8C         Monthly Unmitigated Noise Contribution (Barging Point)
Appendix 5.8D         Unmitigated Construction Noise Impacts (Barging Point)
Appendix 5.9            Groundborne Construction Noise Assessment
Appendix 5.10          Traffic Flow Data
Appendix 5.11          Location of Existing Extent of LNRS (West Portion and East Portion)
Appendix 5.12          Graphic Plot for Road Traffic Noise Assessment (West Portion and East Portion)
Appendix 5.13          Predicted Road Traffic Noise (West Portion) (Unmitigated)
Appendix 5.14          Predicted Road Traffic Noise (East Portion) (Unmitigated)
Appendix 5.15          Predicted Road Traffic Noise (West Portion) (Mitigated)
Appendix 5.15A       Predicted Road Traffic Noise (West Portion) (Prevailing Scenario in 2014 / 2015)
Appendix 5.16          Predicted Road Traffic Noise (East Portion) (Mitigated)
Appendix 5.16A       Predicted Road Traffic Noise (East Portion) (Prevailing Scenario in 2014 / 2015)
Appendix 5.17          Sample Calculation of Road Traffic Noise
Appendix 5.18          Letter from Education Bureau
Appendix 5.19          Fixed Plant Noise Assessment
 

Appendix 6.1            Annual Marine Water Quality Monitoring Data at Stations VM2 and VT11
Appendix 6.1A         Marine Water Baseline Conditions near Proposed Kwai Chung Barging Point
Appendix 6.2            Model Calibration
Appendix 6.3            Hydrodynamic Modeling Results
Appendix 6.3A         Salinity Comparison of Do-Nothing Scenario H2b with Stage 2 Reclamation Scenario H1b
Appendix 6.4            Calculation of Sediment Loss Rate
Appendix 6.5            Model Results for Suspended Solids Elevation (Unmitigated)
Appendix 6.6            Elutriate Test Results
Appendix 6.7            Model Results for Release of Contaminant
Appendix 6.8            Model Results for Suspended Solids Elevation (Tier 1 Mitigation Measures)
Appendix 6.9A         Model Results for Contaminants Release (Tier 2 Mitigation Measures)
Appendix 6.9B         Model Results for Suspended Solids Elevation (Tier 2 Mitigation Measures)
Appendix 6.10          Temporary Reclamation Construction Program
 

Appendix 7.1            Letter from MFC on Dredging Rationale
Appendix 7.2            Construction and Demolition Materials Management Plan (C&DMMP) for Central Kowloon Route
Appendix 7.3            Endorsed Marine Sediment Sampling Proposal (MSSP)
Appendix 7.4            Endorsed Supplementary Sediment Sampling and Testing Plan (Supplementary SSTP)
Appendix 7.5            Laboratory Testing Results Summary and Disposal Classification of the 2008 Marine SI (conducted in accordance with the endorsed MSSP)
Appendix 7.6            Laboratory Testing Results Summary and Disposal Classification of the 2012 Marine SI (conducted in accordance with the endorsed Supplementary SSTP)
Appendix 7.7            Detailed Laboratory Reports of the 2012 Marine SI

Appendix 8.1            Endorsed Contamination Assessment Plan (CAP)
Appendix 8.2            Contamination Assessment Report and Remediation Action Plan (CAR/RAP)
Appendix 8.3            Endorsed Supplementary Contamination Assessment Plan (CAP)
Appendix 8.4            Supplementary Contamination Assessment Report (CAR) & Remediation Action Plan (RAP)

Appendix 9.1            Overall Layout Plan for Central Kowloon Route
Appendix 9.2            Societal Risk Guideline from Annex 4 of the TM-EIAO
Appendix 9.3            Construction Programme for The Project (Bored Tunnel) in Time Chainage Diagram
Appendix 9.4            Longitudinal Profile of the Central Kowloon Route
Appendix 9.5            Explosives Delivery Route (Contractor’s Vehicle)
Appendix 9.6            Estimated Delivery Schedule of DG Category 1 Explosives
Appendix 9.7            Planning Data Zones (PDZs) along the Explosives Delivery Route
Appendix 9.8            Roadside Population along the Transport Route of Explosives
Appendix 9.9            CKR Tunnel Blasting Alignment and Sensitive Receivers
Appendix 9.10          Traffic Population along the Transport Route of Explosives
Appendix 9.11          Summary on Incidents Review
Appendix 9.12          Fault Tree for Detonation of Explosives during Road Transport
Appendix 9.13          Human Error Probabilities for Failure Scenarios in CKR
Appendix 9.14          Fault Tree Models for Use of Explosives (5 MIC)
Appendix 9.15          Ma Tau Kok Gas Works (MTKGW) and LPG Fuelling Stations near the CKR Tunnel Alignment
Appendix 9.16          Impact of Accidental Detonation of Explosives on the Delivery Truck on Ma Tau Kok Gas Works (MTKGW)
Appendix 9.17          Fatality Contours at the Portal of the Ho Man Tin Ventilation Shaft / Yau Ma Tei Access Shaft / Ma Tau Kok Access Shaft
Appendix 9.18          Societal Risk for Central Kowloon Route Project
Appendix 9.19          Individual Risk for Road Transport of Explosives for Central Kowloon Route
Appendix 9.20          Proposed MICs at Various Tunnel Chainages

Appendix 10.1          Tree Survey 2010

Appendix 11.1          Geology Map and Photograph taken ca. 1875 of Yau Ma Tei
Appendix 11.2          Full MAI conducted in 2008
Appendix 11.3          Seabed Features Chart
Appendix 11.4          Marine Geophysical Survey
Appendix 11.5          Unknown Objects on the Seabed
Appendix 11.6          Results of Diver Survey
 

Appendix 12.1          Built Heritage Catalogue
 

Appendix 15.1          Summary of Key Assessment Assumptions and Limitation of Assessment Methodologies