List of Figures
Figure No.
Title
Figure 1.1
West Island Line Overall View
Figure 2.1
Site Plan – Underground Magazine Site (Site Magazine Option 1 (Preferred Option))
Figure 2.2
Site Plan – Overrun Tunnel Vent Shaft
Figure 2.3
Site Plan – Kennedy Town Station
Figure 2.4
Site Plan – University Station
Figure 2.5
Site Plan – Western PCWA Barging Point
Figure 2.6
Site Plan – Sai Ying Pun Station
Figure 2.7
Figure 2.8
The ‘Protected Alignment’
Figure 2.9
The WIL Alignment Endorsed in 1982
Figure 2.10
The 2004 ISL Extension Scheme
Figure 2.11
Tree Protection Zone
Figure 2.12
KET Station - Option 1
Figure 2.13
KET Station - Option 2
Figure 2.14
KET Station - Option 3 (Preferred Option)
Figure 2.15
Vent Shaft for the Overrun Tunnel Option 1(Preferred Option)
Figure 2.16
Vent Shaft for the Overrun Tunnel Option 2
Figure 2.17
Vent Shaft for the Overrun Tunnel Option 3
Figure 2.18
Site Magazine Option 1
Figure 2.19
Major Ground Level Works Areas / Works Sites – Key Plan
Figure 2.20
Major Ground Level Works Areas / Works Sites
Figure 2.21
Figure 2.22
Figure 2.23
Figure 2.24
Figure 2.25
Figure 3.1
Locations of Representative Noise Sensitive Receivers (Construction Phase)
Figure 3.2
Figure 3.3
Figure 3.4
Figure 3.5
Figure 3.6
Figure 3.7
Figure 3.8
Locations of Representative Noise Sensitive Receivers (Operational Phase)
Figure 3.9
Figure 3.10
Figure 3.11
Figure 3.12
Figure 3.13
Figure 3.14
Not Used
Figure 3.15
Figure 3.16
Figure 3.17
Proposed Temporary Noise Barriers at the Forbes Street Site in Kennedy Town
Figure 3.18
Locations of Proposed Temporary Noise Barriers at Sai Ying Pun Entrance A1 & A2
Figure 3.19
Noise Sensitive Receivers Eligible for the Provision of Indirect Technical Remedies
Figure 3.20
Figure 3.21
Mitigation Measures for the Demolition Activity at Ex-Police Quarter Site
Figure 3.22
Figure 3.23
Figure 3.24
Schematic Configuration of Full Noise Enclosure and Deck Over
Figure 3.25
Schematic Configuration of Noise Insulating Cover, Acoustic Enclosure and the Acoustic Panels
Figure 4.1
Locations of Ground-borne Noise Sensitive Receivers (Construction Phase)
Figure 4.2
Figure 4.3
Figure 4.4
Figure 4.5
Figure 4.6
Locations of Ground-borne Noise Sensitive Receivers (Operation Phase)
Figure 4.7
Figure 4.8
Figure 4.9
WIL Base Alignment Plan and Profile – Eastbound
Figure 4.10
Figure 4.11
Figure 4.12
Figure 4.13
Figure 4.14
WIL Base Alignment Plan and Profile – Westbound
Figure 4.15
Figure 4.16
Figure 4.17
Figure 4.18
University Station – Entrance A – Geotechnical Plan and Section
Figure 4.19
University Station – Entrance B1 – Geotechnical Plan and Section
Figure 4.20
University Station – Main Construction Adit – Geotechnical Plan and Section
Figure 4.21
University Station – Vent Adit VS-Y – Geotechnical Plan and Section
Figure 4.22
Sai Ying Pun Station – Entrance A1/A2 – Geotechnical Plan and Section
Figure 4.23
Sai Ying Pun Station – Entrance B1/B2 – Geotechnical Plan and Section
Figure 4.24
Sai Ying Pun Station – Entrance B3 – Geotechnical Plan and Section
Figure 4.25
Sai Ying Pun Station – Entrance C – Geotechnical Plan and Section
Figure 4.26
Sai Ying Pun Station – Vent Adit at Entrance C – Geotechnical Plan and Section
Figure 4.27
Figure 4.28
Figure 5.1.1
Location Plan
Figure 5.1.2
Existing Aerial Photo – Kennedy Town Station
Figure 5.1.3
Existing Aerial Photo – University Station
Figure 5.1.4
Existing Aerial Photo – Sai Ying Pun Station
Figure 5.1.5
Planning & Development Framework (OZP) – Kennedy Town Station
Figure 5.1.6
Planning & Development Framework (OZP) – University Station
Figure 5.1.7
Planning & Development Framework (OZP) – Sai Ying Pun Station
Figure 5.2.1
Landscape Resource – Kennedy Town Station
Figure 5.2.2
Landscape Resource – University Station
Figure 5.2.3
Landscape Resource – Sai Ying Pun Station
Figure 5.2.4
Figure 5.2.5
Figure 5.2.6
Photo of Landscape Resource
Figure 5.2.7
Figure 5.2.8
Figure 5.2.9
Figure 5.3.1
Landscape Character Area
Figure 5.3.2
Photo of Landscape Character Area
Figure 5.3.3
Figure 5.3.4
Figure 5.4.1
Zone of Visual Influence for Visually Sensitive Receivers in Key Area
Figure 5.4.2
Zone of Visual Influence for Visually Sensitive Receivers in Kennedy Town
Figure 5.4.3
Zone of Visual Influence for Visually Sensitive Receivers in University
Figure 5.4.4
Zone of Visual Influence for Visually Sensitive Receivers in Sai Ying Pun
Figure 5.4.5
Photo of Visual Sensitive Receivers Group
Figure 5.4.6
Figure 5.4.7
Figure 5.4.8
Figure 5.4.9
Figure 5.4.10
Figure 5.4.11
Figure 5.4.12
Views for Visual Sensitive Receivers
Figure 5.4.13
Figure 5.4.14
Figure 5.4.15
Figure 5.4.16
Figure 5.4.17
Figure 5.4.18
Figure 5.4.19
Figure 5.4.20
Figure 5.5.1
Residual Landscape Resource Impacts in Construction Phase
Figure 5.5.2
Residual Landscape Resource Impacts in Operation Phase
Figure 5.5.3
Residual Landscape Character Impacts in Construction Phase
Figure 5.5.4
Residual Landscape Character Impacts in Operation Phase
Figure 5.5.5
Residual Visual Impacts in Construction Phase
Figure 5.5.6
Residual Visual Impacts in Operation Phase
Figure 5.6.1
Landscape and Visual Mitigation Measures
Figure 5.6.2
Landscape and Visual Mitigation Measures – Magazine Site
Figure 5.6.3
Landscape and Visual Mitigation Measures in Operation Phase – KET Station
Figure 5.6.4
Landscape and Visual Mitigation Measures in Operation Phase– KET Station
Figure 5.6.5
Figure 5.6.6
Landscape and Visual Mitigation Measures in Operation Phase– UNI Station
Figure 5.6.7
Figure 5.6.8
Figure 5.6.9
Figure 5.6.10
Landscape and Visual Mitigation Measures in Operation Phase– SYP Station
Figure 5.6.11
FIG. 5.7.1
Photomontage View Point Location
FIG. 5.7.2
Photomontage – PM2 (KET Station)
FIG. 5.7.3
Photomontage – PM4 (UNI Station Entrance C1 & Vent Shaft Z1, Z2)
FIG. 5.7.4
Photomontage – PM5 (UNI Station Vent Shaft Y)
FIG. 5.7.5
Photomontage – PM6 (SYP Station Entrance B1)
FIG. 5.7.6
Photomontage – PM7 (SYP Station Entrance B2)
Figure 6.1
Identified Cultural Heritage Resources Key Plan
Figure 6.2
Locations of Identified Cultural Heritage Resources
Figure 6.3
Figure 6.4
Figure 6.5
Figure 6.6
Figure 6.7
Figure 6.8
Figure 6.9
Figure 6.10
Figure 6.11
Figure 6.12
Figure 6.13
Figure 6.14
Figure 6.15
Figure 6.16
Figure 6.17
Figure 8.1
Study Area for Land Contamination Assessment
Figure 8.2
Locations of Potential Contaminative Land Uses (KET Section)
Figure 8.3
Locations of Potential Contaminative Land Uses (UNI Section)
Figure 8.4
Locations of Potential Contaminative Land Uses (SYP Section)
Figure 9.1
Locations of Marine Water Quality Monitoring Stations in Victoria Harbour WCZ (VM7 & VM8) and in Western Buffer WCZ (WM2) and Water Quality Sensitive Receivers
Figure 11.1
Locations of Representative Air Sensitive Receivers – Kennedy Town Station
Figure 11.2
Locations of Representative Air Sensitive Receivers – University Station
Figure 11.3
Locations of Representative Air Sensitive Receivers– Sai Ying Pun Station
Figure 11.4
Locations of Plant Facilities at Kennedy Town Abattoir Site – Plan
Locations of Plant Facilities at Kennedy Town Abattoir Site – Schematic Flow Diagram of Rock Crusher
Figure 11.5
Locations of Plant Facilities at Western PCWA – Plan
Locations of Plant Facilities at Western PCWA – Section
Figure 11.6
Contours of Cumulative Maximum 1-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Key Plan)
Contours of Cumulative Maximum 1-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 1 of 4)
Contours of Cumulative Maximum 1-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 2 of 4)
Contours of Cumulative Maximum 1-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 3 of 4)
Contours of Cumulative Maximum 1-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 4 of 4)
Figure 11.7
Contours of Cumulative Maximum 24-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Key Plan)
Contours of Cumulative Maximum 24-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 1 of 4)
Contours of Cumulative Maximum 24-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 2 of 4)
Contours of Cumulative Maximum 24-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 3 of 4)
Contours of Cumulative Maximum 24-Hour TSP Concentration in µg/m3 at 1.5m Above Ground (Sheet 4 of 4)