TABLE OF CONTENTS

 

1.         INTRODUCTION..................................................................................................... 1-1

1.1       Background of the Project................................................................................ 1-1

1.2       The Assignment................................................................................................ 1-1

1.3       Objectives of the Assignment............................................................................ 1-2

1.4       Assessment Area.............................................................................................. 1-3

1.5       Organisation of the Report................................................................................ 1-3

2.         PROJECT DESCRIPTION...................................................................................... 2-1

2.1       PROJECT BACKGROUND........................................................................... 2-1

2.2       NEED OF THE PROJECT.............................................................................. 2-1

2.3       PROJECT DESCRIPTION............................................................................. 2-1

2.4       PROJECT LOCATION.................................................................................. 2-3

2.5       CONSIDERATION OF SEWAGE TREATMENT OPTIONS....................... 2-3

2.6       COMPARISON OF SEWAGE TREATMENT OPTIONS............................ 2-4

2.7       PRELIMINARY LAYOUT AND PROCESS FLOW DIAGRAM.................. 2-9

2.8       PROJECT PROGRAMME........................................................................... 2-10

2.9       INTERACTIONS WITH OTHER PROJECTS............................................. 2-10

2.10     CONSTRUCTION METHODS FOR THE UPGRADING WORKS........... 2-10

3.         AIR QUALITY.......................................................................................................... 3-1

3.1       Introduction...................................................................................................... 3-1

3.2       Environmental Legislations, Policies, Plans, Standards and Criteria..................... 3-1

3.3       Description of the Environment......................................................................... 3-2

3.4       Air Sensitive Receivers..................................................................................... 3-2

3.5       Initial Assessment and Control Measures.......................................................... 3-3

3.6       Prediction and Evaluation of Environmental Impacts........................................ 3-16

3.7       Mitigation of Adverse Environmental Impacts.................................................. 3-17

3.8       Evaluation of Residual Impact......................................................................... 3-21

3.9       Environmental Monitoring and Audit............................................................... 3-21

3.10     Conclusions.................................................................................................... 3-21

4.         WATER QUALITY................................................................................................... 4-1

4.1       Introduction...................................................................................................... 4-1

4.2       Water Sensitive Receivers................................................................................ 4-1

4.3       Environmental Legislations, Policies, Plans, Standards and Criteria..................... 4-1

4.4       Description of the Environment....................................................................... 4-10

4.5       Assessment Methodology............................................................................... 4-17

4.6       Identification of Environmental Impacts........................................................... 4-25

4.7       Prediction and Evaluation of Environmental Impacts........................................ 4-26

4.8       Mitigation of Adverse Environmental Impacts.................................................. 4-38

4.9       Evaluation of Residual Impact......................................................................... 4-40

4.10     Environmental Monitoring and Audit............................................................... 4-41

4.11     Conclusions.................................................................................................... 4-41

6          MARINE ECOLOGY............................................................................................... 6-1

6.1       Introduction...................................................................................................... 6-1

6.2       Environmental Legislation, Policies, Plans, Standards and Criteria...................... 6-1

6.3       Assessment Methodology................................................................................. 6-2

6.4       Description of Environment............................................................................... 6-3

6.5       Ecological Value............................................................................................. 6-21

6.6       Identification and Evaluation of Environmental Impact...................................... 6-28

6.7       Mitigation of Environmental Impact................................................................. 6-32

6.8       Evaluation of Residual Impact......................................................................... 6-32

6.9       Environmental Monitoring and Auditing........................................................... 6-32

6.10     Conclusions.................................................................................................... 6-33

6.11     References..................................................................................................... 6-33

7.         WASTE MANAGEMENT IMPLICATIONS......................................................... 7-1

7.1       Introduction...................................................................................................... 7-1

7.2       Environmental Legislations, Policies, Plans, Standards and Criteria..................... 7-1

7.3       Assessment Methodology................................................................................. 7-2

7.4       Identification and Evaluation of Environmental Impacts...................................... 7-3

7.5       Mitigation of Adverse Environmental Impacts.................................................... 7-6

7.6       Evaluation of Residual Impacts........................................................................ 7-10

7.7       Environmental Monitoring and Audit............................................................... 7-10

7.8       Conclusion..................................................................................................... 7-10

8.         LANDSCAPE AND VISUAL IMPACT.................................................................. 8-1

8.1       Introduction...................................................................................................... 8-1

8.2       Project Overview............................................................................................. 8-2

8.3       Review of Planning and Development Control Framework................................ 8-2

8.4       Environmental Legislation and Standards........................................................... 8-2

8.5       Assessment Methodology................................................................................. 8-3

8.6       Baseline Study................................................................................................ 8-10

8.7       Landscape Impact Assessment (LIA)............................................................. 8-14

8.8       Visual Impact Assessment (VIA).................................................................... 8-16

8.9       Recommendation on Landscape and Visual Mitigation Measures..................... 8-21

8.10     Conclusions.................................................................................................... 8-23

9.         ENVIRONMENTAL MONITORING & AUDIT.................................................. 9-1

9.1       Introduction...................................................................................................... 9-1

9.2       Air Quality Impact............................................................................................ 9-1

9.3       Water Quality Impact....................................................................................... 9-2

9.4       Waste Management Implications....................................................................... 9-2

9.5       Landscape and Visual Impact........................................................................... 9-2

10.       CONCLUSIONS & SUMMARY OF ENVIRONMENTAL OUTCOMES........ 10-1

10.1     Introduction.................................................................................................... 10-1

10.2     Air Quality Impact.......................................................................................... 10-1

10.3     Water Quality Impact..................................................................................... 10-2

10.4     Ecological Impact........................................................................................... 10-3

10.5     Waste Management Implications..................................................................... 10-3

10.6     Landscape and Visual Impact......................................................................... 10-3

10.7     Overall Conclusion......................................................................................... 10-4

11.       IMPLEMENTATION SCHEDULE...................................................................... 11-1

 

List of Appendices

 

Appendix 2-1     Sewage Treatment Process options

Appendix 2-2     UV Irradiation

Appendix 2-3     Details and Technique for Bored Pile

Appendix 3-1     Calculation of Odour Emission Rate

Appendix 4-1     Near Field Modelling Results

Appendix 4-2     Assumed Effluent Flow and Concentrations for Pillar Point Effluent

Appendix 4-3     Pollution Loading Inventory for Deep Bay

Appendix 4-4     Model Results at Indicator Points for 2012 – Dry Season

Appendix 4-5     Model Results at Indicator Points for 2012 – Wet Season

Appendix 4-6     Model Results at Indicator Points for UDS – Dry Season

Appendix 4-7     Model Results at Indicator Points for UDS – Wet Season

Appendix 4-8     Emergency Response Procedures

Appendix 6.1     Photographic Records of Representative Habitats and Species of Conservation Interest

Appendix 6.2     Relative Abundance (%) of Major Taxa at 6 Study Sites from HATS EEFS WP9 (2004)

Appendix 6.3     Relative Biomass (%) of Major Taxa in the Study Sites from HATS EEFS WP9 (2004)

Appendix 6.4     Relative Abundance of the 5 Most Dominant Species at East Site from HATS EEFS WP9 (2004)

Appendix 6.5     Relative Biomass of the 5 Most Dominant Species at Each Sampling Site from HATS EEFS WP9 (2004)

Appendix 6.6     Community Structure of Sandy Bay from HATS EEFS WP9 (2004)

Appendix 6.7     List of Coral Species found in Ap Lei Chau and Sandy Bay and their Conservation Status from HATS EEFS WP9 (2004) and AFCD (2005)

Appendix 7-1     ETWB TCW No. 31/2004 “Trip Ticket System for Disposal of Construction and Demolition Materials”

 

List of Tables

 

Table 2.1          Projected ADWF and PWWF for PPSTW Upgrading

Table 2.2          Corrected Pollution Loads for PPSTW Upgrading

Table 2.3          Recommended Effluent Standards for Upgraded PPSTW

Table 2.4          Shortlisting of Promising Processes

Table 3.1          Hong Kong Air Quality Objectives

Table 3.2          Background Air Quality

Table 3.3          Details of Representative Air Sensitive Receivers

Table 3.4          Potential Odour Sources of Existing Treatment Facilities

Table 3.5          Potential Odour Sources of New Sewage Treatment Facilities after Upgrading

Table 3.6          Odour Emission Rate of Upgraded PPSTW (Unmitigated)

Table 3.7          Conversion Factors to 5-second Mean Concentration

Table 3.8          Predicted Unmitigated Odour Levels at ASRs after PPSTW Upgrading

Table 3.9          Odour Emission Rate of Upgraded PPSTW (Mitigated)

Table 3.10        Predicted Mitigated Odour levels at ASRs after PPSTW Upgrading

Table 4.1          Summary of Water Quality Objectives for North Western WCZ

Table 4.2          Summary of Water Quality Objectives for Western Buffer WCZ

Table 4.3          Summary of Water Quality Objectives for Deep Bay Water Control Zone

Table 4.4          WSD Standards at Flushing Water Intakes

Table 4.5          Not Used

Table 4.6          Baseline Water Quality Condition for North Western WCZ in 2005

Table 4.7          Baseline Water Quality Condition for Western Buffer WCZ in 2005

Table 4.8          Baseline Water Quality Condition for Deep Bay WCZ in 2005

Table 4.9          Typical Hourly Flow Pattern for the Project Effluent

Table 4.10        Design Influent and Effluent TSS and BOD5 of the Upgraded PPSTW

Table 4.11        Not Used

Table 4.12        Comparison of Effluent E.coli Discharge Standards for Existing CEPT Plants in Hong Kong

Table 4.13        Assumed Effluent Loadings from the Upgraded PPSTW

Table 4.14        Assumed Effluent Quality of Secondary Treatment with Nitrogen Removal and Disinfection

Table 4.15        Modelling Scenarios for Emergency Discharge of Untreated Effluent from PPSTW

Table 4.16        Modelling Scenarios for Emergency Bypass of Treated Effluent from PPSTW

Table 4.17        Coastal Developments to be Incorporated in the 2012 and UDS Coastline Configurations

Table 4.18        Occurrence and Distribution of Red Tides in Hong Kong

Table 6.4.1       The vertical zonation of abundant invertebrates recorded in Sandy Bay intertidal rocky shore

Table 6.5.1       Ecological value of marine benthos within potential impacted areas (Western Buffer and Northwestern WCZs)

Table 6.5.2       Ecological value of coral community in potentially impacted areas (Western Buffer and Northwestern WCZs)

Table 6.5.3      Ecological value of intertidal community in potentially impacted areas (Western Buffer and Northwestern WCZs)

Table 6.5.4       Ecological value of Artificial Reefs in potentially impacted areas (Western Buffer and Northwestern WCZs)

Table 6.5.5       Ecological value of Chinese White Dolphin within potentially impacted areas (Western Buffer and Northwestern WCZs)

Table 6.5.6       Ecological value of Horseshoe Crab within potentially impacted areas (Western Buffer and Northwestern WCZs)

Table 6.5.7       Ecological value of Seagrass within potentially impacted areas (Western Buffer and Northwestern WCZs)

Table 6.6.1       Potential ecological impacts on Benthos habitats within potential impacted areas (Western Buffer and Northwestern WCZs)

Table 6.6.2       Potential ecological impacts of Coral community within potential impacted areas (Western Buffer and Northwestern WCZs)

Table 6.6.3       Potential ecological impacts of Intertidal communities within potential impacted areas (Western Buffer and Northwestern WCZs)

Table 6.6.4       Ecological impact on artificial reefs within potential impacted areas (Western Buffer and Northwestern WCZs)

Table 6.6.5       Ecological impact of Chinese White Dolphin within potential impacted areas (Western Buffer and Northwestern WCZs)

Table 7.1          Summary of Waste Handling Procedures and Disposal Routes for Construction Phase

Table 8.1          Illustration of the Sensitivity of LRs in Study area

Table 8.2          Identity of key visual sensitive receivers (VSRs) and their sensitivity to change

Table 8.3          Visual sensitive receivers (VSRs) and their magnitude of impacts

Table 8.4          Significance of landscape impacts in the construction and operational phases (Note: All impacts adverse unless otherwise noted. Only those resources or character areas that are impacted are listed in the table - resources not impacted are not listed.)

Table 8.5          Significance of visual impacts in the construction and operational phases (Note: All impacts adverse unless otherwise noted. Only those VSRs that are impacted are listed in the table - VSRs not impacted are not listed.)

Table 8.6          Proposed Landscape and Visual Mitigation Measures in Construction Phase

Table 8.7          Proposed Landscape and Visual Mitigation Measures in Operation Phase

Table 10.1        Summary of Key Environmental Outcomes / Benefits

Table 11.1        Implementation Schedule for Air Quality Impact

Table 11.2        Implementation Schedule for Water Quality Impact

Table 11.3        Implementation Schedule for Waste Management Implications

Table 11.4        Implementation Schedule for Landscape and Visual Impact

 

List of Figures

 

Figure 2.1         Location Plan

Figure 2.2         Existing Sewage Treatment Plant

Figure 2.3         Layout Plan of Upgraded PPSTW

Figure 2.4         Process Flow Schematic Diagram

Figure 3.1         Locations of Air Quality Sensitive Receivers

Figure 3.2         Locations of Potential Odour Emission Sources of Pillar Point Sewage Treatment Works

Figure 3.3         Recommended Odour Mitigation Measures

Figure 3.4         Contours of Mitigated Odour Concentration at 1.5m above ground level

Figure 4.1         Locations of Water Quality Sensitive Receivers

Figure 4.2        Not Used

Figure 4.3         Not Used

Figure 4.4        Ultimate Coastline Configurations

Figure 4.5         10 Percentile Depth-averaged Dissolved Oxygen – Normal Operation - Overview

Figure 4.6         10 Percentile Bottom Dissolved Oxygen - Normal Operation - Overview

Figure 4.7         Arithmetic Mean Depth-averaged Total Inorganic Nitrogen - Normal Operation – Overview

Figure 4.8         Arithmetic Mean Depth-averaged Suspended Solids - Normal Operation – Overview

Figure 4.9         Arithmetic Mean Depth-averaged Unionized Ammonia - Normal Operation – Overview

Figure 4.10       Geometric Mean Depth-averaged E.coli Levels - Normal Operation – Overview

Figure 4.11       Arithmetic Mean Depth-averaged 5-day Biochemical Oxygen Demand - Normal Operation – Overview

Figure 4.12       Not Used

Figure 4.13       Not Used

Figure 4.14       10 Percentile Depth-averaged Dissolved Oxygen – Normal Operation – Close up at North Western WCZ

Figure 4.15       10 Percentile Bottom Dissolved Oxygen - Normal Operation - Close up at North Western WCZ

Figure 4.16       Arithmetic Mean Depth-averaged Total Inorganic Nitrogen - Normal Operation – Close up at North Western WCZ

Figure 4.17       Arithmetic Mean Depth-averaged Suspended Solids - Normal Operation – Close up at North Western WCZ

Figure 4.18       Arithmetic Mean Depth-averaged Unionized Ammonia - Normal Operation – Close up at North Western WCZ

Figure 4.19       Geometric Mean Depth-averaged E.coli Levels - Normal Operation – Close up at North Western WCZ

Figure 4.20       Arithmetic Mean Depth-averaged 5-day Biochemical Oxygen Demand - Normal Operation – Close up at North Western WCZ

Figure 4.21       Not Used

Figure 4.22       Not Used

Figure 4.23       10 Percentile Depth-averaged Dissolved Oxygen – Normal Operation – Change of Treatment Level – 2012

Figure 4.24       10 Percentile Depth-averaged Dissolved Oxygen – Normal Operation – Change of Treatment Level - UDS

Figure 4.25       10 Percentile Bottom Dissolved Oxygen - Normal Operation – Change of Treatment Level – 2012

Figure 4.26       10 Percentile Bottom Dissolved Oxygen - Normal Operation – Change of Treatment Level - UDS

Figure 4.27       Arithmetic Mean Depth-averaged Total Inorganic Nitrogen - Normal Operation – Change of Treatment Level – 2012

Figure 4.28       Arithmetic Mean Depth-averaged Total Inorganic Nitrogen - Normal Operation – Change of Treatment Level - UDS

Figure 4.29       Arithmetic Mean Depth-averaged Suspended Solids - Normal Operation – Change of Treatment Level – 2012

Figure 4.30       Arithmetic Mean Depth-averaged Suspended Solids - Normal Operation – Change of Treatment Level - UDS

Figure 4.31       Arithmetic Mean Depth-averaged Unionized Ammonia - Normal Operation – Change of Treatment Level – 2012

Figure 4.32       Arithmetic Mean Depth-averaged Unionized Ammonia - Normal Operation – Change of Treatment Level - UDS

Figure 4.33       Geometric Mean Depth-averaged E.coli Levels - Normal Operation – Change of Treatment Level – 2012

Figure 4.34       Geometric Mean Depth-averaged E.coli Levels - Normal Operation - Change of Treatment Level - UDS

Figure 4.35       Arithmetic Mean Depth-averaged 5-day Biochemical Oxygen Demand - Normal Operation – Change of Treatment Level – 2012

Figure 4.36       Arithmetic Mean Depth-averaged 5-day Biochemical Oxygen Demand - Normal Operation – Change of Treatment Level - UDS

Figure 4.37       Minimum Depth-averaged Dissolved Oxygen – Emergency Discharge at Twin Submarine Outfalls

Figure 4.38       Minimum Bottom Dissolved Oxygen – Emergency Discharge at Twin Submarine Outfalls

Figure 4.39       Maximum Depth-averaged Suspended Solids – Emergency Discharge at Twin Submarine Outfalls

Figure 4.40       Maximum Depth-averaged E.coli Levels – Emergency Discharge at Twin Submarine Outfalls

Figure 4.41       Maximum Depth-averaged 5-day Biochemical Oxygen Demand – Emergency Discharge at Twin Submarine Outfalls

Figure 4.42       Minimum Depth-averaged Dissolved Oxygen – Emergency Discharge at Bypass Location

Figure 4.43       Minimum Bottom Dissolved Oxygen – Emergency Discharge at Bypass Location

Figure 4.44       Maximum Depth-averaged Suspended Solids – Emergency Discharge at Bypass Location

Figure 4.45       Maximum Depth-averaged E.coli Levels – Emergency Discharge at Bypass Location

Figure 4.46       Maximum Depth-averaged 5-day Biochemical Oxygen Demand – Emergency Discharge at Bypass Location

Figure 4.47       Maximum Depth-averaged Total Inorganic Nitrogen – Emergency Discharge at Bypass Location

Figure 4.48       Maximum Depth-averaged Unionized Ammonia – Emergency Discharge at Bypass Location

Figure 4.49       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Dry Season – Dissolved Oxygen

Figure 4.50       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Wet Season – Dissolved Oxygen

Figure 4.51       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Dry Season – Suspended Solids

Figure 4.52       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Wet Season – Suspended Solids

Figure 4.53       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Dry Season –  E.coli

Figure 4.54       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Wet Season – E.coli

Figure 4.55       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Dry Season – 5-day Biochemical Oxygen Demand

Figure 4.56       Emergency Discharge of Untreated Effluent at Twin Submarine Outfalls – UDS Wet Season – 5-day Biochemical Oxygen Demand

Figure 4.57       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Dry Season – Dissolved Oxygen

Figure 4.58       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Wet Season – Dissolved Oxygen

Figure 4.59       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Dry Season – Suspended Solids

Figure 4.60       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Wet Season – Suspended Solids

Figure 4.61       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Dry Season – E.coli

Figure 4.62       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Wet Season – E.coli

Figure 4.63       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Dry Season – 5-day Biochemical Oxygen Demand

Figure 4.64       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Wet Season – 5-day Biochemical Oxygen Demand

Figure 4.65       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Dry Season – Total Inorganic Nitrogen

Figure 4.66       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Wet Season – Total Inorganic Nitrogen

Figure 4.67       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Dry Season – Unionized Ammonia

Figure 4.68       Emergency Discharge of Untreated Effluent at Bypass Location – UDS Wet Season – Unionized Ammonia

Figure 4.69       Minimum Depth-averaged Dissolved Oxygen – Emergency Bypass of Treated Effluent

Figure 4.70       Minimum Bottom Dissolved Oxygen – Emergency Bypass of Treated Effluent

Figure 4.71       Maximum Depth-averaged Suspended Solids –Emergency Bypass of Treated Effluent

Figure 4.72       Maximum Depth-averaged E.coli Levels – Emergency Bypass of Treated Effluent

Figure 4.73       Maximum Depth-averaged 5-day Biochemical Oxygen Demand – Emergency Bypass of Treated Effluent

Figure 4.74       Maximum Depth-averaged Total Inorganic Nitrogen – Emergency Bypass of Treated Effluent

Figure 4.75       Maximum Depth-averaged Unionized Ammonia – Emergency Bypass of Treated Effluent

Figure 4.76       Not Used

Figure 4.77       Emergency Bypass of Treated Effluent – UDS Dry Season – Dissolved Oxygen

Figure 4.78       Emergency Bypass of Treated Effluent – UDS Wet Season – Dissolved Oxygen

Figure 4.79       Emergency Bypass of Treated Effluent – UDS Dry Season – Suspended Solids

Figure 4.80       Emergency Bypass of Treated Effluent – UDS Wet Season – Suspended Solids

Figure 4.81       Emergency Bypass of Treated Effluent – UDS Dry Season – E.coli

Figure 4.82       Emergency Bypass of Treated Effluent – UDS Wet Season – E.coli

Figure 4.83       Emergency Bypass of Treated Effluent – UDS Dry Season – 5-day Biochemical Oxygen Demand

Figure 4.84       Emergency Bypass of Treated Effluent – UDS Wet Season – 5-day Biochemical Oxygen Demand

Figure 4.85       Emergency Bypass of Treated Effluent – UDS Dry Season – Total Inorganic Nitrogen

Figure 4.86       Emergency Bypass of Treated Effluent – UDS Wet Season – Total Inorganic Nitrogen

Figure 4.87       Emergency Bypass of Treated Effluent – UDS Dry Season – Unionized Ammonia

Figure 4.88       Emergency Bypass of Treated Effluent – UDS Wet Season – Unionized Ammonia

Figure 4.89       Area with Water Quality Improvement and Approximate Location of Initial Dilution Zone

Figure 6.1         Locations of Ecological Resources

Figure 6.2         120 Sampling Stations on Marine Benthos

Figure 6.3         Survey Locations on Benthos and Intertidal Shores

Figure 6.4         Survey Locations on Coral Community

Figure 6.5         Seagrass and Horseshoe Crab Locations

Figure 6.6         Sightings of Chinese White Dolphin from Jefferson (2005)

Figure 6.7         Sightings of Chinese White Dolphin from Hung (2006)

Figure 6.8         Locations for the Records of Horseshoe Crab

Figure 8.1.1     Existing Aerial Photo

Figure 8.1.2     Planning & Development Framework (OZP)

Figure 8.2.1     Landscape Resource

Figure 8.2.2     Photos of Landscape Resource (Sheet 1 of 2)

Figure 8.2.3     Photos of Landscape Resource (Sheet 2 of 2)

Figure 8.3.1     Landscape Character Area

Figure 8.3.2     Photos of Landscape Character Area

Figure 8.4.1     Zone of Visual Influence & Visual Sensitive Receivers

Figure 8.4.2     Photos of Visual Sensitive Receivers Group

Figure 8.4.3     Views for Visual Sensitive Receivers (Sheet 1 of 2)

Figure 8.4.4     Views for Visual Sensitive Receivers (Sheet 2 of 2)

Figure 8.5.1     Residual Landscape Resource Impacts in Construction Phase

Figure 8.5.2      Residual Landscape Resource Impacts in Operation Phase

Figure 8.5.3     Residual Landscape Character Impacts in Construction Phase

Figure 8.5.4     Residual Landscape Character Impacts in Operation Phase

Figure 8.5.5     Residual Visual Impacts in Construction Phase

Figure 8.5.6     Residual Visual Impacts in Operation Phase

Figure 8.6.1     Landscape and Visual Mitigation Measures in Operation Phase

Figure 8.7.1     Photomontage – Residual Visual Impact for GIC1

Figure 8.7.2     Photomontage – Residual Visual Impact for OU1

Figure 8.9.1     Location of Transplanted Trees and Additional Compensatory Planting

Figure 8.9.2      Approximate Location of Existing Trees

Figure 8.9.3      Location of Affected Trees and Tree Assessment Schedule