Contract No. HY/2011/03

Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road

Section between Scenic Hill and Hong Kong Boundary Crossing Facilities

 

 

 

 

 

 

Quarterly EM&A Report No. 24 (June 2018 to August 2018)

 

29 November 2018

 

Revision 0

 

 

 

 

 

 

 

 

 

 

 

 

 

Main Contractor                                                                                                          Designer

 

 


 


Contents

Executive Summary

1...... Introduction. 1

1.1                          Basic Project Information. 1

1.2                          Project Organisation. 1

1.3                          Construction Programme. 1

1.4                          Construction Works Undertaken During the Reporting Period. 1

2....... EM&A Requirement 3

2.1                          Summary of EM&A Requirements. 3

2.2                          Action and Limit Levels. 4

2.3                          Event Action Plans. 5

2.4                          Mitigation Measures. 5

3....... Environmental Monitoring and Audit 6

3.1                          Implementation of Environmental Measures. 6

3.2                          Air Quality Monitoring Results. 6

3.3                          Noise Monitoring Results. 7

3.4                          Water Quality Monitoring Results. 7

3.5                          Dolphin Monitoring Results. 8

3.6                          Mudflat Monitoring Results. 19

3.7                          Solid and Liquid Waste Management Status. 32

3.8                          Environmental Licenses and Permits. 32

4....... Environmental Complaint and Non-compliance. 33

4.1                          Environmental Exceedances. 33

4.2                          Summary of Environmental Complaint, Notification of Summons and Successful Prosecution. 34

5....... Comments, Recommendations and Conclusion. 35

5.1                          Comments. 35

5.2                          Recommendations. 35

5.3                          Conclusions. 36

 

 

 

 

 

 

 

 

 

Figures

 

Figure 1.1         Location of the Site

Figure 2.1          Environmental Monitoring Stations

Figure 2.2          Transect Line Layout in Northwest and Northeast Lantau Survey Areas

 

                           

Appendices

 

Appendix A       Environmental Management Structure

Appendix B       Construction Programme

Appendix C       Location of Works Areas

Appendix D       Event and Action Plan  

Appendix E       Implementation Schedule of Environmental Mitigation Measures

Appendix F       Site Audit Findings and Corrective Actions

Appendix G       Air Quality Monitoring Data and Graphical Plots

Appendix H       Noise Monitoring Data and Graphical Plots

Appendix I         Water Quality Monitoring Data and Graphical Plots

Appendix J        Dolphin Monitoring Results

Appendix K       Waste Flow Table

Appendix L        Summary of Environmental Licenses and Permits

Appendix M       Record of ¡§Notification of Environmental Quality Limit Exceedances¡¨ and Record of ¡§Notification of Summons and Prosecutions¡¨

Appendix N       Cumulative Statistics on Complaints

Appendix O Mudflat Monitoring Results

Executive Summary

The Hong Kong-Zhuhai-Macao Bridge (HZMB) Hong Kong Link Road (HKLR) serves to connect the HZMB Main Bridge at the Hong Kong Special Administrative Region (HKSAR) Boundary and the HZMB Hong Kong Boundary Crossing Facilities (HKBCF) located at the north eastern waters of the Hong Kong International Airport (HKIA).

The HKLR project has been separated into two contracts.  They are Contract No. HY/2011/03 Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road-Section between Scenic Hill and Hong Kong Boundary Crossing Facilities (hereafter referred to as the Contract) and Contract No. HY/2011/09 Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road-Section between HKSAR Boundary and Scenic Hill.

China State Construction Engineering (Hong Kong) Ltd. was awarded by Highways Department as the Contractor to undertake the construction works of Contract No. HY/2011/03. The main works of the Contract include land tunnel at Scenic Hill, tunnel underneath Airport Road and Airport Express Line, reclamation and tunnel to the east coast of the Airport Island, at-grade road connecting to the HKBCF and highway works of the HKBCF within the Airport Island and in the vicinity of the HKLR reclamation.  The Contract is part of the HKLR Project and HKBCF Project, these projects are considered to be ¡§Designated Projects¡¨, under Schedule 2 of the Environmental Impact Assessment (EIA) Ordinance (Cap 499) and EIA Reports (Register No. AEIAR-144/2009 and AEIAR-145/2009) were prepared for the Project.  The current Environmental Permit (EP) EP-352/2009/D for HKLR and EP-353/2009/K for HKBCF were issued on 22 December 2014 and 11 April 2016, respectively. These documents are available through the EIA Ordinance Register. The construction phase of Contract was commenced on 17 October 2012.

BMT Hong Kong Limited has been appointed by the Contractor to implement the Environmental Monitoring & Audit (EM&A) programme for the Contract in accordance with the Updated EM&A Manual for HKLR (Version 1.0) and will be providing environmental team services to the Contract.

This is the twenty-fourth Quarterly EM&A report for the Contract which summarizes the monitoring results and audit findings of the EM&A programme during the reporting period from 1 June 2018 to 31 August 2018.

Environmental Monitoring and Audit Progress

The EM&A programme were undertaken in accordance with the Updated EM&A Manual for HKLR (Version 1.0).  A summary of the monitoring activities during this reporting period is presented as below:

Monitoring Activity

Monitoring Date

June 2018

July 2018

August 2018

Air Quality

1-hr TSP

4, 8, 14, 20, 26 and 28

4, 10, 16, 20 and 26

1, 7, 13, 17, 23 and 29

24-hr TSP

1, 7, 13, 19, 25 and 27

3, 9, 13, 19, and 25 for AMS5;

3, 9, 13, 19, 25 and 31 for AMS6

1, 8, 10, 16, 22 and 28

for AMS5;

6, 10,16, 22 and 28

for AMS6

Noise

4, 14, 20 and 26

4, 10, 16 and 26

1, 7, 13, 23 and 29

Water Quality

1, 4, 6, 11, 13, 15, 18, 20, 22, 25, 27 and 29

2, 4, 6, 9, 11, 13, 16, 18, 20, 23, 25, 27 and 30

1, 3, 6, 8, 10, 13, 15, 17, 20, 22, 24, 27, 29 and 31

Chinese White Dolphin

5, 13, 19 and 27

3, 9, 12 and 20

1, 8, 21 and 28

Mudflat Monitoring (Ecology)

2, 3, 16, 17 and 27

-

-

Mudflat Monitoring (Sedimentation rate)

15

-

-

Site Inspection

6, 13, 20 and 29

4, 11, 18 and 27

1, 8, 15, 22 and 31

 

Due to poor weather on 12 and 13 June 2018, the mudflat monitoring was rescheduled to 16 and 27 June 2018 respectively.    

 

Due to unstable weather on 13 June 2018, the sedimentation rate monitoring was rescheduled from 13 June 2018 to 15 June 2018.

       

Due to the mechanical failure in the boat engine, the dolphin monitoring was rescheduled from 26 June 2018 to 27 June 2018.

 

Due to boat unavailability on 12 June 2018 and 17 July 2018, the dolphin monitoring was rescheduled from 12 June 2018 to 13 June 2018 and 17 July 2018 to 20 July 2018.

 

Due to the bad weather condition, the dolphin monitoring was rescheduled from 13 August 2018 to 28 August 2018 and from 15 August 2018 to 21 August 2018.

 

Due to adverse weather condition (hoisting Tropical Cyclone Warning Signal, No. 1, Thunderstorm Warning and Amber Rainstorm Warning Signal), water quality monitoring for ebb tide on 6 June 2018 was cancelled due to safety reasons. The water quality monitoring for flood tide on 6 June 2018 was also cancelled except at stations SR10B(N2) and SR10A(N).

 

Due to adverse weather condition (hoisting of Strong Wind Signal, No. 3), water quality monitoring for both ebb and flood tides on 8 June 2018 were cancelled due to safety reasons.

       

Thunderstorm Warning and Amber Rainstorm Warning Signal were issued by Hong Kong Observatory on 22 June 2018 and 22 August 2018. The water quality monitoring for flood tide  at all stations on 22 June 2018 and the water quality monitoring at SR10A(N) and SR10B(N2) for flood tide on 22 August 2018 was cancelled due to safety reason.

 

As the Strong Wind Signal No.3 was hoisted and Thunderstorm Warning was issued by Hong Kong Observatory. The water quality monitoring for flood tide on 18 July 2018 was cancelled due to safety reasons.

Thunderstorm Warning was issued by Hong Kong Observatory on 2 July 2018, 10 and 20 August 2018. The water quality monitoring for ebb tide on 2 July 2018 and 20 August 2018; and the water quality monitoring for flood tide on 10 August 2018 were cancelled due to safety reasons.

Thunderstorm Warning was issued by the Hong Kong Observatory on 6 August 2018. The water quality monitoring for flood tide on 6 August 2018 was cancelled due to safety reason except at stations CS2(A), SR3(N).and IS5.

 

The monitoring time for TSP monitoring on 31 July 2018 at AMS5 (Ma Wan Chung Village) was less than 24-hr due to power interruption of the high volume sampler (HVS). The 24-hr TSP monitoring was rescheduled from 31 July 2018 to 1 August 2018.

 

The monitoring time for TSP monitoring on 6 August 2018 at AMS5 (Ma Wan Chung Village) was less than 24-hr due to malfunction of HVS. The 24-hr TSP monitoring was rescheduled from 6 August 2018 to 8 August 2018. 

 

Breaches of Action and Limit Levels

A summary of environmental exceedances for this reporting period is as follows:

Environmental Monitoring

Parameters

Action Level (AL)

Limit Level (LL)

Air Quality

1-hr TSP

0

0

24-hr TSP

0

1

Noise

Leq (30 min)

1

0

Water Quality

Suspended solids level (SS)

2

0

Turbidity level

0

0

Dissolved oxygen level (DO)

13

5

Dolphin Monitoring

Quarterly Analysis (Jun 2018 to Aug 2018[KE1] [KE2] )

0

1

All investigation reports for exceedances of the Contract have been submitted to ENPO/IEC for comments and/or follow up to identify whether the exceedances occurred related to other HZMB contracts.

Implementation of Mitigation Measures

Site inspections were carried out on a weekly basis to monitor the implementation of proper environmental pollution control and mitigation measures for the Project. Potential environmental impacts due to the construction activities were monitored and reviewed.

Complaint Log

A complaint (Complaint No. COM-2018-142) in relation to the environmental impacts (Noise impact) was received on 29 June 2018. A further complaint related to same issue was received on 6 July 2018.
Based on our investigation result, the complaint was related to Contract No. HY/2011/03. A summary of
environmental complaint for June 2018 and July 2018 is as follows:

A summary of environmental complaints for the reporting period is as follows:

Environmental Complaint No.

Date of Complaint Received

Description of Environmental Complaint

Complaint No. COM-2018-142

EPD (ENPO referred the email to
SOR, Contractor and ET on 29 June
2018 and 6 July 2018)

Noise

 

Notifications of Summons and Prosecutions

There were no notifications of summons or prosecutions received during this reporting period.

 

Reporting Changes

This report has been developed in compliance with the reporting requirements for the subsequent EM&A reports as required by the Updated EM&A Manual for HKLR (Version 1.0). 

The proposal for the change of Action Level and Limit Level for suspended solid and turbidity was approved by EPD on 25 March 2013.

The revised Event and Action Plan for dolphin monitoring was approved by EPD on 6 May 2013.

The original monitoring station at IS(Mf)9 (Coordinate: 813273E, 818850N) was observed inside the perimeter silt curtain of Contract HY/2010/02 on 1 July 2013, as such the original impact water quality monitoring location at IS(Mf)9 was temporarily shifted outside the silt curtain.  As advised by the Contractor of HY/2010/02 in August 2013, the perimeter silt curtain was shifted to facilitate safe anchorage zone of construction barges/vessels until end of 2013 subject to construction progress.  Therefore, water quality monitoring station IS(Mf)9 was shifted to 813226E and 818708N since 1 July 2013.  According to the water quality monitoring team¡¦s observation on 24 March 2014, the original monitoring location of IS(Mf)9 was no longer enclosed by the perimeter silt curtain of Contract HY/2010/02. Thus, the impact water quality monitoring works at the original monitoring location of IS(Mf)9 has been resumed since 24 March 2014.

Transect lines 1, 2, 7, 8, 9 and 11 for dolphin monitoring have been revised due to the obstruction of the permanent structures associated with the construction works of HKLR and the southern viaduct of TM-CLKL, as well as provision of adequate buffer distance from the Airport Restricted Areas.  The EPD issued a memo and confirmed that they had no objection on the revised transect lines on 19 August 2015.

The water quality monitoring stations at IS10 (Coordinate: 812577E, 820670N) and SR5 (811489E, 820455N) are located inside Hong Kong International Airport (HKIA) Approach Restricted Areas. The previously granted Vessel's Entry Permit for accessing stations IS10 and SR5 were expired on 31 December 2016. During the permit renewing process, the water quality monitoring location was shifted to IS10(N) (Coordinate: 813060E, 820540N) and SR5(N) (Coordinate: 811430E, 820978N) on 2, 4 and 6 January 2017 temporarily. The permit has been granted by Marine Department on 6 January 2017. Thus, the impact water quality monitoring works at original monitoring location of IS10 and SR5 has been resumed since 9 January 2017.

Transect lines 2, 3, 4, 5, 6 and 7 for dolphin monitoring have been revised and transect line 24 has been added due to the presence of a work zone to the north of the airport platform with intense construction activities in association with the construction of the third runway expansion for the Hong Kong International Airport. The EPD issued a memo and confirmed that they had no objection on the revised transect lines on 28 July 2017. The alternative dolphin transect lines are adopted starting from August¡¦s dolphin monitoring.

A new water quality monitoring team has been employed for carrying out water quality monitoring work for the Contract starting from 23 August 2017. Due to marine work of the Expansion of Hong Kong International Airport into a Three-Runway System (3RS Project), original locations of water quality monitoring stations CS2, SR5 and IS10 are enclosed by works boundary of 3RS Project. Alternative impact water quality monitoring stations, naming as CS2(A), SR5(N) and IS10(N) was approved on 28 July 2017 and were adopted starting from 23 August 2017 to replace the original locations of water quality monitoring for the Contract.

The role and responsibilities as the ET Leader of the Contract was temporarily taken up by Mr Willie Wong instead of Ms Claudine Lee from 25 September 2017 to 31 December 2017.

The topographical condition of the water monitoring stations SR3 (Coordinate: 810525E, 816456N), SR4 (Coordinate: 814760E, 817867N), SR10A (Coordinate: 823741E, 823495N) and SR10B (Coordinate: 823686E, 823213N) cannot be accessed safely for undertaking water quality monitoring. The water quality monitoring has been temporarily conducted at alternative stations, namely SR3(N) (Coordinate 810689E, 816591N), SR4(N) (Coordinate: 814705E, 817859N) and SR10A(N) (Coordinate: 823644E, 823484N) since 1 September 2017. The water quality monitoring at station SR10B was temporarily conducted at Coordinate: 823683E, 823187N on 1, 4, 6, 8 September 2017 and has been temporarily fine-tuned to alternative station SR10B(N2) (Coordinate: 823689E, 823159N) since 11 September 2017. Proposal for permanently relocating the aforementioned stations was approved by EPD on 8 January 2018.

According to latest information received in July 2018, the works area WA7 was handed over to other party on 28 February 2018 instead of 31 January 2018.

 


1        Introduction

1.1.1      The Hong Kong-Zhuhai-Macao Bridge (HZMB) Hong Kong Link Road (HKLR) serves to connect the HZMB Main Bridge at the Hong Kong Special Administrative Region (HKSAR) Boundary and the HZMB Hong Kong Boundary Crossing Facilities (HKBCF) located at the north eastern waters of the Hong Kong International Airport (HKIA).

1.1.2      The HKLR project has been separated into two contracts. They are Contract No. HY/2011/03 Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road-Section between Scenic Hill and Hong Kong Boundary Crossing Facilities (hereafter referred to as the Contract) and Contract No. HY/2011/09 Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road-Section between HKSAR Boundary and Scenic Hill.

1.1.3      China State Construction Engineering (Hong Kong) Ltd. was awarded by Highways Department (HyD) as the Contractor to undertake the construction works of Contract No. HY/2011/03.  The Contract is part of the HKLR Project and HKBCF Project, these projects are considered to be ¡§Designated Projects¡¨, under Schedule 2 of the Environmental Impact Assessment (EIA) Ordinance (Cap 499) and EIA Reports (Register No. AEIAR-144/2009 and AEIAR-145/2009) were prepared for the Project.  The current Environmental Permit (EP) EP-352/2009/D for HKLR and EP-353/2009/K for HKBCF were issued on 22 December 2014 and 11 April 2016, respectively. These documents are available through the EIA Ordinance Register. The construction phase of Contract was commenced on 17 October 2012. The works area WA7 was handed over to other party on 31 January 2018. Figure 1.1 shows the project site boundary.

1.1.4      BMT Hong Kong Limited has been appointed by the Contractor to implement the EM&A programme for the Contract in accordance with the Updated EM&A Manual for HKLR (Version 1.0) for HKLR and will be providing environmental team services to the Contract. Ramboll Hong Kong Limited was employed by HyD as the Independent Environmental Checker (IEC) and Environmental Project Office (ENPO) for the Project. The project organization with regard to the environmental works is provided in Appendix A.

1.1.5      This is the twenty-fourth Quarterly Environmental Monitoring and Audit (EM&A) report for the Contract which summarizes the monitoring results and audit findings of the EM&A programme during the reporting period from 1 June 2018 to 31 August 2018.

1.2.1      The project organization structure and lines of communication with respect to the on-site environmental management structure with the key personnel contact names and numbers are shown in Appendix A. 

1.3                Construction Programme

1.3.1      A copy of the Contractor¡¦s construction programme is provided in Appendix B. 

1.4                Construction Works Undertaken During the Reporting Period

1.4.1      A summary of the construction activities undertaken during this reporting period is shown in Table 1.1.  The Works areas of the Contract are showed in Appendix C.

Table 1.1         Construction Activities during Reporting Period

 

Description of Activities

Site Area

Dismantling/trimming of temporary 40mm stone platform for construction of seawall

Portion X

Construction of seawall

Portion X

Loading and unloading of filling materials

Portion X

Backfilling at Scenic Hill Tunnel (Cut & Cover Tunnel)

Portion X

Works for diversion

Airport Road

Utilities detection

Airport Road/ Airport Express Line/ East Coast Road

Establishment of site access

Airport Road/ Airport Express Line/ East Coast Road

E&M/ Backfilling/ Bitumen works for HKBCF to Airport Tunnel West (Cut & Cover Tunnel)

Airport Road

E&M/ Backfilling/ Bitumen works for HKBCF to Airport Tunnel East (Cut & Cover Tunnel)

Portion X

Finishing works for Highway Operation and Maintenance Area Building

Portion X

Finishing works for Scenic Hill Tunnel West Portal Ventilation building

West Portal

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 


2        EM&A Requirement

2.1                Summary of EM&A Requirements

2.1.1      The EM&A programme requires environmental monitoring of air quality, noise, water quality, dolphin monitoring and mudflat monitoring as specified in the approved EM&A Manual.

2.1.2      A summary of Impact EM&A requirements is presented in Table 2.1. The locations of air quality, noise and water quality monitoring stations are shown as in Figure 2.1. The transect line layout in Northwest and Northeast Lantau Survey Areas is presented in Figure 2.2.

Table 2.1         Summary of Impact EM&A Requirements

Environmental Monitoring

Description

Monitoring Station

Frequencies

Remarks

Air Quality

1-hr TSP

AMS 5 & AMS 6

At least 3 times every 6 days

While the highest dust impact was expected.

24-hr TSP

At least once every 6 days

--

Noise

Leq (30mins),
L10
(30mins) and
L90
(30mins)

NMS 5

At least once per week

Daytime on normal weekdays (0700-1900 hrs).

Water Quality

¡P    Depth

¡P    Temperature

¡P    Salinity

¡P    Dissolved Oxygen (DO)

¡P    Suspended Solids (SS)

¡P    DO Saturation

¡P    Turbidity

¡P    pH

¡P    Impact Stations:
IS5, IS(Mf)6, IS7, IS8, IS(Mf)9 & IS10,

¡P    Control/Far Field Stations:
CS2 & CS(Mf)5,

¡P    Sensitive Receiver Stations:
SR3, SR4, SR5, SR10A & SR10B

Three times per week during mid-ebb and mid-flood tides (within ¡Ó 1.75 hour of the predicted time)

3

(1 m below water surface, mid-depth and 1 m above sea bed, except where the water depth is less than 6 m, in which case the mid-depth station may be omitted.  Should the water depth be less than 3 m, only the mid-depth station will be monitored).

Dolphin

Line-transect Methods

Northeast Lantau survey area and Northwest Lantau survey area

Twice per month

--

Mudflat

Horseshoe crabs, seagrass beds, intertidal soft shore communities, sedimentation rates and water quality

San Tau and Tung Chung Bay

Once every 3 months

--

 

 

 

2.2.1      Table 2.2 presents the Action and Limit Levels for the 1-hour TSP, 24-hour TSP and noise level.

Table 2.2        Action and Limit Levels for 1-hour TSP, 24-hour TSP and Noise

Environmental Monitoring

Parameters

Monitoring Station

Action Level

Limit Level

Air Quality

1-hr TSP

AMS 5

352 µg/m3

500 µg/m3

AMS 6

360 µg/m3

24-hr TSP

AMS 5

164 µg/m3

260 µg/m3

AMS 6

173 µg/m3

Noise

Leq (30 min)

NMS 5

When one documented complaint is received

75 dB(A)

 

2.2.2      The Action and Limit Levels for water quality monitoring are given as in Table 2.3.

Table 2.3        Action and Limit Levels for Water Quality

Parameter (unit)

Water Depth

Action Level

Limit Level

Dissolved Oxygen (mg/L)

Surface and Middle

5.0

4.2 except 5 for Fish Culture Zone

Bottom

4.7

3.6

Turbidity (NTU)

Depth average

27.5 or 120% of upstream control station¡¦s turbidity at the same tide of the same day;

The action level has been amended to ¡§27.5 and 120% of upstream control station¡¦s turbidity at the same tide of the same day¡¨ since 25 March 2013.

47.0 or 130% of turbidity at the upstream control station at the same tide of same day;

The limit level has been amended to ¡§47.0 and 130% of turbidity at the upstream control station at the same tide of same day¡¨ since 25 March 2013.

Suspended Solid (SS) (mg/L)

Depth average

23.5 or 120% of upstream control station¡¦s SS at the same tide of the same day;

The action level has been amended to ¡§23.5 and 120% of upstream control station¡¦s SS at the same tide of the same day¡¨ since 25 March 2013.

34.4 or 130% of SS at the upstream control station at the same tide of same day and 10mg/L for Water Services Department Seawater Intakes;

The limit level has been amended to ¡§34.4 and 130% of SS at the upstream control station at the same tide of same day and 10mg/L for Water Services Department Seawater Intakes¡¨ since 25 March 2013

Notes:

                (1)    Depth-averaged is calculated by taking the arithmetic means of reading of all three depths.

                (2)    For DO, non-compliance of the water quality limit occurs when monitoring result is lower that the limit.

                (3)    For SS & turbidity non-compliance of the water quality limits occur when monitoring result is higher than the limits.

                (4)     The change to the Action and limit Levels for Water Quality Monitoring for the EM&A works was approved by EPD on 25 March 2013. Therefore, the amended Action and Limit Levels are applied for the water monitoring results obtained on and after 25 March 2013.


 

2.2.3      The Action and Limit Levels for dolphin monitoring are shown in Tables 2.4 and 2.5.

Table 2.4         Action and Limit Level for Dolphin Impact Monitoring

 

North Lantau Social Cluster

NEL

NWL

Action Level

STG < 70% of baseline &
ANI < 70% of baseline

STG < 70% of baseline &
ANI < 70% of baseline

Limit Level

STG < 40% of baseline &
ANI < 40% of baseline

Remarks:

                 (1)        STG means quarterly average encounter rate of number of dolphin sightings.

                 (2)        ANI means quarterly average encounter rate of total number of dolphins.

                 (3)        For North Lantau Social Cluster, AL will be triggered if either NEL or NWL fall below the criteria; LL will be triggered if both NEL and NWL fall below the criteria.

 

Table 2.5         Derived Value of Action Level (AL) and Limit Level (LL)

 

North Lantau Social Cluster

NEL

NWL

Action Level

STG < 4.2 & ANI < 15.5

STG < 6.9 & ANI < 31.3

Limit Level

(STG < 2.4 & ANI < 8.9) and (STG < 3.9 & ANI < 17.9)

Remarks:

                 (1)        STG means quarterly average encounter rate of number of dolphin sightings.

                 (2)        ANI means quarterly average encounter rate of total number of dolphins.

                 (3)        For North Lantau Social Cluster, AL will be triggered if either NEL or NWL fall below the criteria; LL will be triggered if both NEL and NWL fall below the criteria.

2.3                Event Action Plans

2.3.1      The Event Actions Plans for air quality, noise, water quality and dolphin monitoring are annexed in Appendix D.

2.4                Mitigation Measures

2.4.1      Environmental mitigation measures for the contract were recommended in the approved EIA Report.  Appendix E lists the recommended mitigation measures and the implementation status. 


3        Environmental Monitoring and Audit

3.1                Implementation of Environmental Measures

3.1.1      In response to the site audit findings, the Contractor have rectified all observations identified in environmental site inspections undertaken during the reporting period. Details of site audit findings and the corrective actions during the reporting period are presented in Appendix F.

3.1.2      A summary of the Implementation Schedule of Environmental Mitigation Measures (EMIS) is presented in Appendix E. 

3.1.3      Regular marine travel route for marine vessels were implemented properly in accordance to the submitted plan and relevant records were kept properly.

3.1.4      Dolphin Watching Plan was implemented during the reporting period. No dolphins inside the silt curtain were observed. The relevant records were kept properly. 

3.2.1      The monitoring results for 1-hour TSP and 24-hour TSP are summarized in Tables 3.1 and 3.2 respectively. Detailed impact air quality monitoring results and relevant graphical plots are presented in Appendix G.

Table 3.1        Summary of 1-hour TSP Monitoring Results Obtained During the Reporting Period

Reporting Period

Monitoring

Station

Average (mg/m3)

Range (mg/m3)

Action Level (mg/m3)

Limit Level (mg/m3)

June 2018

AMS5

25

6 ¡V 74

352

500

AMS6

27

14 ¡V 57

360

July 2018

AMS5

9

4 ¡V 18

352

AMS6

12

6 ¡V 16

360

August 2018

AMS5

16

5 ¡V 61

352

AMS6

24

5 ¡V 90

360

 

 

 

 

 

 

 

 

 

 

 

Table 3.2        Summary of 24-hour TSP Monitoring Results Obtained During the Reporting Period

Reporting Period

Monitoring

Station

Average (mg/m3)

Range (mg/m3)

Action Level (mg/m3)

Limit Level (mg/m3)

June 2018

AMS5

33

18 ¡V 55

164

260

AMS6

116

32 ¡V 382

173

July 2018

AMS5

28

19 ¡V 40

164

AMS6

48

17 ¡V 99

173

August 2018

AMS5

24

17 ¡V 38

164

AMS6

39

20 ¡V 74

173

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3.2.2      No Action and Limit Level exceedances of 1-hr TSP were recorded at AMS5 and AMS6 during the reporting period. No Action and Limit Level exceedances of 24-hr TSP were recorded at AMS5. One Limit Level exceedance of 24-hr TSP was recorded at AMS6 during the reporting period.

3.2.3      Record of notification of environmental quality limit exceedances are provided in Appendix M.

3.3                Noise Monitoring Results

3.3.1      The monitoring results for construction noise are summarized in Table 3.3 and the monitoring results and relevant graphical plots for this reporting period are provided in Appendix H.

Table 3.3 Summary of Construction Noise Monitoring Results Obtained During the Reporting Period

Reporting period

Monitoring Station

Average Leq (30 mins), dB(A)*

Range of Leq (30 mins), dB(A)*

Action Level

Limit Level Leq (30 mins), dB(A)

June 2018

NMS5

57

55 ¡V 59

When one documented complaint is received

75

July 2018

60

59 ¡V 61

August 2018

57

54 ¡V 59

*A correction factor of +3dB(A) from free field to facade measurement was included. 

3.3.2      An Action Level exceedance was recorded as a complaint was received during reporting period.  No Limit Level exceedances for noise were recorded during daytime on normal weekdays of the reporting period. 

3.3.3      Major noise sources during the noise monitoring included construction activities of the Contract and nearby traffic noise and insect noise.

3.4.1      Impact water quality monitoring was conducted at all designated monitoring stations during the reporting period. Impact water quality monitoring results and relevant graphical plots are provided in Appendix I.

3.4.2      No Action and Limit Level exceedances of turbidity level and no Action Level exceedances of suspended solids level were recorded during reporting period. 13 Action Level exceedances and 5 Limit Level of dissolved oxygen level were recorded during the reporting period. 2 Action Level exceedances of suspended solids level were recorded during the reporting period. The exceedances of dissolved oxygen and suspended solids level recorded during reporting period were considered to be attributed to other external factors such as sea condition, rather than the contract works. The exceedances were considered as non-contract related. Record of ¡§Notification of Environmental Quality Limit Exceedances¡¨ is provided in Appendix M.

3.4.3      Water quality impact sources during the water quality monitoring were the construction activities of the Contract, nearby construction activities by other parties and nearby operating vessels by other parties.

Data Analysis

3.5.1      Distribution Analysis ¡V The line-transect survey data was integrated with the Geographic Information System (GIS) in order to visualize and interpret different spatial and temporal patterns of dolphin distribution using sighting positions.  Location data of dolphin groups were plotted on map layers of Hong Kong using a desktop GIS (ArcView© 3.1) to examine their distribution patterns in details. The dataset was also stratified into different subsets to examine distribution patterns of dolphin groups with different categories of group sizes, young calves and activities.

3.5.2      Encounter rate analysis ¡V Encounter rates of Chinese white dolphins (number of on-effort sightings per 100 km of survey effort, and total number of dolphins sighted on-effort per 100 km of survey effort) were calculated in NEL and NWL survey areas in relation to the amount of survey effort conducted during each month of monitoring survey.  Dolphin encounter rates were calculated in two ways for comparisons with the HZMB baseline monitoring results as well as to AFCD long-term marine mammal monitoring results. 

3.5.3      Firstly, for the comparison with the HZMB baseline monitoring results, the encounter rates were calculated using primary survey effort alone, and only data collected under Beaufort 3 or below condition would be used for encounter rate analysis.  The average encounter rate of sightings (STG) and average encounter rate of dolphins (ANI) were deduced based on the encounter rates from six events during the present quarter (i.e. six sets of line-transect surveys in North Lantau), which was also compared with the one deduced from the six events during the baseline period (i.e. six sets of line-transect surveys in North Lantau). 

3.5.4      Secondly, the encounter rates were calculated using both primary and secondary survey effort collected under Beaufort 3 or below condition as in AFCD long-term monitoring study.  The encounter rate of sightings and dolphins were deduced by dividing the total number of on-effort sightings (STG) and total number of dolphins (ANI) by the amount of survey effort for the present quarterly period.

3.5.5      Quantitative grid analysis on habitat use ¡V To conduct quantitative grid analysis of habitat use, positions of on-effort sightings of Chinese White Dolphins collected during the quarterly impact phase monitoring period were plotted onto 1-km2 grids among NWL and NEL survey areas on GIS.  Sighting densities (number of on-effort sightings per km2) and dolphin densities (total number of dolphins from on-effort sightings per km2) were then calculated for each 1 km by 1 km grid with the aid of GIS.  Sighting density grids and dolphin density grids were then further normalized with the amount of survey effort conducted within each grid.  The total amount of survey effort spent on each grid was calculated by examining the survey coverage on each line-transect survey to determine how many times the grid was surveyed during the study period.  For example, when the survey boat traversed through a specific grid 50 times, 50 units of survey effort were counted for that grid.  With the amount of survey effort calculated for each grid, the sighting density and dolphin density of each grid were then normalized (i.e. divided by the unit of survey effort). 

3.5.6      The newly-derived unit for sighting density was termed SPSE, representing the number of on-effort sightings per 100 units of survey effort.  In addition, the derived unit for actual dolphin density was termed DPSE, representing the number of dolphins per 100 units of survey effort.  Among the 1-km2 grids that were partially covered by land, the percentage of sea area was calculated using GIS tools, and their SPSE and DPSE values were adjusted accordingly.  The following formulae were used to estimate SPSE and DPSE in each 1-km2 grid within the study area:

SPSE = ((S / E) x 100) / SA%

DPSE = ((D / E) x 100) / SA%

 

where       S = total number of on-effort sightings

D = total number of dolphins from on-effort sightings

E = total number of units of survey effort

SA% = percentage of sea area

3.5.7      Behavioural analysis ¡V When dolphins were sighted during vessel surveys, their behaviour was observed.  Different activities were categorized (i.e. feeding, milling/resting, traveling, socializing) and recorded on sighting datasheets.  This data was then input into a separate database with sighting information, which can be used to determine the distribution of behavioural data with a desktop GIS.  Distribution of sightings of dolphins engaged in different activities and behaviours would then be plotted on GIS and carefully examined to identify important areas for different activities of the dolphins. 

3.5.8      Ranging pattern analysis ¡V Location data of individual dolphins that occurred during the 3-month baseline monitoring period were obtained from the dolphin sighting database and photo-identification catalogue.  To deduce home ranges for individual dolphins using the fixed kernel methods, the program Animal Movement Analyst Extension, was loaded as an extension with ArcView© 3.1 along with another extension Spatial Analyst 2.0.  Using the fixed kernel method, the program calculated kernel density estimates based on all sighting positions, and provided an active interface to display kernel density plots.  The kernel estimator then calculated and displayed the overall ranging area at 95% UD level.

Summary of Survey Effort and Dolphin Sightings

3.5.9      During the period of June to August 2018, six sets of systematic line-transect vessel surveys were conducted to cover all transect lines in NWL and NEL survey areas twice per month.

3.5.10    From these surveys, a total of 771.98 km of survey effort was collected, with 96.8% of the total survey effort being conducted under favorable weather conditions (i.e. Beaufort Sea State 3 or below with good visibility).  Among the two areas, 287.18 km and 484.80 km of survey effort were conducted in NEL and NWL survey areas respectively. 

3.5.11    The total survey effort conducted on primary lines was 567.73 km, while the effort on secondary lines was 204.25 km. Survey effort conducted on both primary and secondary lines were considered as on-effort survey data. A summary table of the survey effort is shown in  Appendix J.

3.5.12    During the six sets of monitoring surveys conducted between June and August 2018, seven groups of 17 Chinese White Dolphins were sighted, with the summary table of the dolphin sightings shown in Annex II of Appendix J. Six of the seven dolphin sightings were made during on-effort search, while four of the six on-effort dolphin sightings were made on primary lines.

3.5.13    In addition, all dolphin groups were sighted in NWL, and no dolphin was sighted at all in NEL.  In fact, since August 2014, only two sightings of two lone dolphins were made respectively in NEL during HKLR03 monitoring surveys. 

Distribution

3.5.14    Distribution of dolphin sightings made during HKLR03 monitoring surveys conducted from June to August 2018 is shown in Figure 1 of Appendix J.  All sightings were made at the northwestern and southwestern ends of the North Lantau region, especially near the mouth of Deep Bay and the HKLR09 alignment (Figure 1 of Appendix J).  Only one sighting was made near Lung Kwu Chau, even though this area was frequented by dolphins throughout the construction monitoring period in the past several years (Figure 1 of Appendix J).

3.5.15    As consistently recorded in the previous monitoring quarters, the dolphins were completely absent from the central and eastern portions of North Lantau waters (Figure 1 of Appendix J).  Moreover, all dolphin sightings were located far away from the HKLR03 and HKBCF reclamation sites as well as along the alignment of Tuen Mun-Chek Lap Kok Link (TMCLKL) (Figure 1 of Appendix J).

3.5.16    Sighting distribution of dolphins during the present impact phase monitoring period (June-August 2018) was drastically different from the one during the baseline monitoring period (Figure 1 of Appendix J).  In the present quarter, dolphins have disappeared from the NEL region, which was in stark contrast to their frequent occurrence around the Brothers Islands, near Shum Shui Kok and in the vicinity of HKBCF reclamation site during the baseline period (Figure 1 of Appendix J).  The nearly complete abandonment of NEL region by the dolphins has been consistently recorded in the past 21 quarters of HKLR03 monitoring, which has resulted in zero to extremely low dolphin encounter rates in this area.

3.5.17    In NWL survey area, dolphin occurrence was also significantly different between the baseline and impact phase periods.  During the present impact monitoring period, dolphins were seldom sighted here, and mainly at the northwestern and southwestern ends of the area, which was in stark contrast to their frequent occurrences throughout the area during the baseline period (Figure 1 of Appendix J). 

3.5.18    Another comparison in dolphin distribution was made between the six quarterly periods of summer months in 2013-18 (Figure 2 of Appendix J).  Among the six summer periods, dolphins were regularly sighted in NWL waters in 2013 and 2014, but their usage there was dramatically reduced in the four subsequent summer periods, with their only occurrences mostly concentrated at the western end of the survey area (Figure 2 of Appendix J).  Moreover, in the summer of 2018, dolphins were rarely sighted within the Sha Chau and Lung Kwu Chau Marine Park, which was very different from the previous five summer periods (Figure 2 of Appendix J).

 

Encounter Rate

3.5.19    During the present three-month study period, the encounter rates of Chinese White Dolphins deduced from the survey effort and on-effort sighting data from the primary transect lines under favourable conditions (Beaufort 3 or below) for each set of the surveys in NEL and NWL are shown in Table 3.4. The average encounter rates deduced from the six sets of surveys were also compared with the ones deduced from the baseline monitoring period (September ¡V November 2011) (Table 3.5).

3.5.20    To facilitate the comparison with the AFCD long-term monitoring results, the encounter rates were also calculated for the present quarter using both primary and secondary survey effort.  The encounter rates of sightings (STG) and dolphins (ANI) in NWL were 1.30 sightings and 3.48 dolphins per 100 km of survey effort respectively, while the encounter rates of sightings (STG) and dolphins (ANI) in NEL were both nil for this quarter.


 

Table 3.4         Dolphin Encounter Rates (Sightings Per 100 km of Survey Effort) During Reporting Period (June ¡V August 2018) 

Survey Area

Dolphin Monitoring

Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)

Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of surve
y effort)

Primary Lines Only

Primary Lines Only

Northeast  Lantau

Set 1 (5 & 13 Jun 2018)

0.00

0.00

Set 2 (19 & 27 Jun 2018)

0.00

0.00

Set 3 (3 & 8 Jul 2018)

0.00

0.00

Set 4 (12 & 20 Jul 2018)

0.00

0.00

Set 5 (1 & 8 Aug 2018)

0.00

0.00

Set 6 (21 & 28 Aug 2018)

0.00

0.00

Northwest Lantau

Set 1 (5 & 13 Jun 2018)

0.00

0.00

Set 2 (19 & 27 Jun 2018)

1.91

3.81

Set 3 (3 & 8 Jul 2018)

0.00

0.00

Set 4 (12 & 20 Jul 2018)

1.68

6.71

Set 5 (1 & 8 Aug 2018)

3.36

6.72

Set 6 (21 & 28 Aug 2018)

0.00

0.00

 

Table 3.5         Comparison of average dolphin encounter rates from impact monitoring period (June to August 2018) and baseline monitoring period (September ¡V November 2011)

Survey Area

Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)

Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of survey effort)

Reporting Period

Baseline Monitoring Period

Reporting Period

Baseline Monitoring Period

Northeast Lantau

0.0

6.00 ¡Ó 5.05

0.0

22.19 ¡Ó 26.81

Northwest Lantau

1.16 ¡Ó 1.39

9.85 ¡Ó 5.85

2.87 ¡Ó 3.32

44.66 ¡Ó 29.85

Notes:
1) The encounter rates deduced from the baseline monitoring period have been recalculated based only on the survey effort and on-effort sighting data made along the primary transect lines under favourable conditions.

2) ¡Ó denotes the standard deviation of the average encounter rates.

 

3.5.21    In NEL, the average dolphin encounter rates (both STG and ANI) in the present three-month impact monitoring period were both zero with no on-effort sighting being made, and such extremely low occurrence of dolphins in NEL have been consistently recorded in the past 21 quarters of HKLR03 monitoring (Table 3.6). This is a serious concern as the dolphin occurrence in NEL in the past few years (0.0-1.0 for ER(STG) and 0.0-3.9 for ER(ANI)) have remained exceptionally low when compared to the baseline period (Table 3.6).  Dolphins have been virtually absent from NEL waters since January 2014, with only three groups of six dolphins sighted there since then despite consistent and intensive survey effort being conducted in this survey area.

Table 3.6        Comparison of Average Dolphin Encounter Rates in Northeast Lantau Survey Area from All Quarters of Impact Monitoring Period and Baseline Monitoring Period (Sep ¡V Nov 2011)

Monitoring Period

Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)

Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of survey effort)

September-November 2011 (Baseline)

6.00 ¡Ó 5.05

22.19 ¡Ó 26.81

December 2012-February 2013 (Impact)

3.14 ¡Ó 3.21

6.33 ¡Ó 8.64

March-May 2013 (Impact)

0.42 ¡Ó 1.03

0.42 ¡Ó 1.03

June-August 2013 (Impact)

0.88 ¡Ó 1.36*

3.91 ¡Ó 8.36*

September-November 2013 (Impact)

1.01 ¡Ó 1.59

3.77 ¡Ó 6.49

December 2013-February 2014 (Impact)

0.45 ¡Ó 1.10

1.34 ¡Ó 3.29

March-May 2014 (Impact)

0.00

0.00

June-August 2014 (Impact)

0.42 ¡Ó 1.04*

1.69 ¡Ó 4.15*

September-November 2014 (Impact)

0.00

0.00

December 2014-February 2015 (Impact)

0.00

0.00

March-May 2015 (Impact)

0.00

0.00

June-August 2015 (Impact)

0.44 ¡Ó 1.08*

0.44 ¡Ó 1.08*

September-November 2015 (Impact)

0.00

0.00

December 2015-February 2016 (Impact)

0.00

0.00

March-May 2016 (Impact)

0.00

0.00

June-August 2016 (Impact)

0.00*

0.00*

September-November 2016 (Impact)

0.00

0.00

December 2016-February 2017 (Impact)

0.00

0.00

March-May 2017 (Impact)

0.00

0.00

June-August 2017 (Impact)

0.00*

0.00*

September-November 2017 (Impact)

0.00

0.00

December 2017-February 2018 (Impact)

0.00

0.00

March-May 2018 (Impact)

0.00

0.00

June-August 2018 (Impact)              

          0.00*

0.00*

Notes:
1) The encounter rates deduced from the baseline monitoring period have been recalculated based only on survey effort and on-effort sighting data made along the primary transect lines under favourable conditions.

2) ¡Ó denotes the standard deviation of the average encounter rates.

3) The encounter rates in summer months were in blue and marked with asterisk.

 

3.5.22    On the other hand, the average dolphin encounter rates (STG and ANI) in NWL during the present impact phase monitoring period (reductions of 88.2% and 93.5% respectively) were only tiny fractions of the ones recorded during the three-month baseline period, indicating a dramatic decline in dolphin usage of this survey area as well during the present impact phase period (Table 3.7).

 

Table 3.7    Comparison of Average Dolphin Encounter Rates in Northwest Lantau Survey Area from All Quarters of Impact Monitoring Period and Baseline Monitoring Period (Sep ¡V Nov 2011)

Monitoring Period

Encounter rate (STG)            (no. of on-effort dolphin sightings per 100 km of survey effort)

Encounter rate (ANI)              (no. of dolphins from all on-effort sightings per 100 km of survey effort)

September-November 2011 (Baseline)

9.85 ¡Ó 5.85

44.66 ¡Ó 29.85

December 2012-February 2013 (Impact)

8.36 ¡Ó 5.03

35.90 ¡Ó 23.10

March-May 2013 (Impact)

7.75 ¡Ó 3.96

24.23 ¡Ó 18.05

June-August 2013 (Impact)

6.56 ¡Ó 3.68*

27.00 ¡Ó 18.71*

September-November 2013 (Impact)

8.04 ¡Ó 1.10

32.48 ¡Ó 26.51

December 2013-February 2014 (Impact)

8.21 ¡Ó 2.21

32.58 ¡Ó 11.21

March-May 2014 (Impact)

6.51 ¡Ó 3.34

19.14 ¡Ó 7.19

June-August 2014 (Impact)

4.74 ¡Ó 3.84*

17.52 ¡Ó 15.12*

September-November 2014 (Impact)

5.10 ¡Ó 4.40

20.52 ¡Ó 15.10

December 2014-February 2015 (Impact)

2.91 ¡Ó 2.69

11.27 ¡Ó 15.19

March-May 2015 (Impact)

0.47 ¡Ó 0.73

2.36 ¡Ó 4.07

June-August 2015 (Impact)

2.53 ¡Ó 3.20*

9.21 ¡Ó 11.57*

September-November 2015 (Impact)

3.94 ¡Ó 1.57

21.05 ¡Ó 17.19

December 2015-February 2016 (Impact)

2.64 ¡Ó 1.52

10.98 ¡Ó 3.81

March-May 2016 (Impact)

0.98 ¡Ó 1.10

4.78 ¡Ó 6.85

June-August 2016 (Impact)

1.72 ¡Ó 2.17*

7.48 ¡Ó 10.98*

September-November 2016 (Impact)

2.86 ¡Ó 1.98

10.89 ¡Ó 10.98

December 2016-February 2017 (Impact)

3.80 ¡Ó 3.79

14.52 ¡Ó 17.21

March-May 2017 (Impact)

0.93 ¡Ó 1.03

5.25 ¡Ó 9.53

June-August 2017 (Impact)

2.20 ¡Ó 2.88*

6.58 ¡Ó 8.12*

September-November 2017 (Impact)

3.12 ¡Ó 1.91

10.35 ¡Ó 9.66

December 2017-February 2018 (Impact)

4.75 ¡Ó 2.26

15.73 ¡Ó 15.94

March-May 2018 (Impact)

2.88 ¡Ó 4.81

11.12 ¡Ó 22.46

 

June-August 2018 (Impact)

1.16 ¡Ó 1.39*

2.87 ¡Ó 3.32*

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Notes:

1) The encounter rates deduced from the baseline monitoring period have been recalculated based only on survey effort and on-effort sighting data made along the primary transect lines under favourable conditions.

2) ¡Ó denotes the standard deviation of the average encounter rates.

3) The encounter rates in summer months were in blue and marked with asterisk.

 

3.5.23    Notably, the ER(STG) and ER(ANI) in the present quarter were the fourth and second lowest respectively among all quarters during the entire HKLR03 construction period.  Moreover, when comparing the quarterly periods in summer months, the quarterly encounter rates in the summer of 2018 were the lowest among all summer periods during the HKLR03 construction phase. The dramatic drop in dolphin occurrence during this quarter should raise some concerns, and such temporal trend should be closely monitored in the upcoming monitoring quarters as the construction activities of HZMB works continue to diminish in coming months.

3.5.24    A two-way ANOVA with repeated measures and unequal sample size was conducted to examine whether there were any significant differences in the average encounter rates between the baseline and impact monitoring periods.  The two variables that were examined included the two periods (baseline and impact phases) and two locations (NEL and NWL).    

3.5.25    For the comparison between the baseline period and the present quarter (23rd quarter of the impact phase being assessed), the p-values for the differences in average dolphin encounter rates of STG and ANI were 0.0022 and 0.0144 respectively. If the alpha value is set at 0.05, significant differences were detected between the baseline and present quarters in both the average dolphin encounter rates of STG and ANI.

3.5.26    For the comparison between the baseline period and the cumulative quarters in impact phase (i.e. the first 23 quarters of the impact phase being assessed), the p-values for the differences in average dolphin encounter rates of STG and ANI were 0.000000 and 0.000000 respectively.  Even if the alpha value is set at 0.00001, significant differences were still detected in both the average dolphin encounter rates of STG and ANI (i.e. between the two periods and the locations).

3.5.27    As indicated in both dolphin distribution patterns and encounter rates, dolphin usage has been significantly reduced in both NEL and NWL survey areas during the present quarterly period when compared to the baseline period, and such low occurrence of dolphins has also been consistently documented in previous quarters of the past few years. 

3.5.28    The significant decline in dolphin usage of North Lantau region raises serious concern, as the timing of the decline in dolphin usage in North Lantau waters coincided well with the construction schedule of the HZMB-related projects (Hung 2018).  Apparently there was very little sign of recovery of dolphin usage, even though almost all marine works associated with the HZMB construction have been completed.

Group Size

3.5.29    Group size of Chinese White Dolphins ranged from one to five individuals per group in North Lantau region during June to August 2018. The average dolphin group sizes from these three months were compared with the ones deduced from the baseline period in September to November 2011, as shown in Table 3.8.

Table 3.8         Comparison of Average Dolphin Group Sizes between Reporting Period (Jun ¡V Aug 2018) and Baseline Monitoring Period (Sep ¡V Nov 2011)

Survey Area

Average Dolphin Group Size

Reporting Period

Baseline Monitoring Period

Overall

2.43 ¡Ó 1.62 (n = 7)

3.72 ¡Ó 3.13 (n = 66)

Northeast Lantau

---

3.18 ¡Ó 2.16 (n = 17)

Northwest Lantau

2.43 ¡Ó 1.62 (n = 7)

3.92 ¡Ó 3.40 (n = 49)

 

 

 

 

 

 

 

 

 

 

 

Note:

1)     ¡Ó denotes the standard deviation of the average group size.

 

3.5.30    The average dolphin group size in NWL waters during June to August 2018 was lower than the one recorded during the three-month baseline period, but it should be noted that the sample size of seven dolphin groups in the present quarter was very small when compared to the 66 groups sighted during the baseline period (Table 3.8).

3.5.31    Notably, with the exception of a medium-sized group with five animals, the other six dolphin groups were small and composed of 1-4 individuals only (Annex II of Appendix J).

Distribution of the lone larger dolphin group with five individuals during the present quarter is shown in Figure 3 of Appendix J, with comparison to the one in baseline period.  That medium-sized dolphin group sighted in the present quarter was located at the mouth of Deep Bay near Black Point (Figure 3 of Appendix J).  Such distribution pattern was very different from the baseline period, when the larger dolphin groups were frequently sighted and evenly distributed in NWL waters (especially around the Sha Chau and Lung Kwu Chau Marine Park), and a few were also sighted in NEL waters (Figure 3 of Appendix J).

Habitat Use

3.5.32    From June to August 2018, only five grids that recorded dolphin occurrence, and the grids with moderately high dolphin densities were located at the mouth of Deep Bay and near the HKLR09 alignment (Figures 4a and 4b of Appendix J). 

3.5.33    Notably, all grids near HKLR03/HKBCF reclamation sites as well as TMCLKL alignments did not record any presence of dolphins at all during on-effort search in the present quarterly period (Figures 4a and 4b of Appendix J).

3.5.34    It should be emphasized that the amount of survey effort collected in each grid during the three-month period was fairly low (6-12 units of survey effort for most grids), and therefore the habitat use pattern derived from the three-month dataset should be treated with caution.  A more complete picture of dolphin habitat use pattern should be examined when more survey effort for each grid is collected throughout the impact phase monitoring programme.

3.5.35    When compared with the habitat use patterns during the baseline period, dolphin usage in NEL and NWL has drastically diminished in both areas during the present impact monitoring period (Figure 5 of Appendix J).  During the baseline period, many grids between Siu Mo To and Shum Shui Kok in NEL recorded moderately high to high dolphin densities, which was in stark contrast to the complete absence of dolphins there during the present impact phase period (Figure 5 of Appendix J).

3.5.36    The density patterns were also drastically different in NWL between the baseline and impact phase monitoring periods, with high dolphin usage recorded throughout the area during the baseline period, especially around Sha Chau, near Black Point, to the west of the airport, as well as between Pillar Point and airport platform.  In contrast, only several grids with low to moderate dolphin densities were located at the northwestern and southwestern ends of NWL waters during the present impact phase period (Figure 5 of Appendix J).

Mother-calf Pairs

3.5.37    During the present quarterly period, no young calf was sighted at all among the seven groups of dolphins.

Activities and Associations with Fishing Boats

3.5.38    Only one of the seven dolphin groups was engaged in feeding activity, while no group was engaged in socializing, traveling or milling/resting activity during the three-month study period.

3.5.39    The percentage of sightings associated with feeding activity (14.3%) was comparable to the one recorded during the baseline period (11.6%).  However, it should be noted the sample sizes on total numbers of dolphin sightings were very different between the two periods.

3.5.40    Distribution of dolphins engaged in various activities during the present three-month period and baseline period is shown in Figure 6 of Appendix J. The only dolphin group engaged in feeding activity was sighted near the HKLR09 alignment at the southwestern corner of NWL waters (Figure 6 of Appendix J). When compared to the baseline period, distribution of various dolphin activities during the present impact phase monitoring period was very different with a much more restricted area of occurrence (Figure 6 of Appendix J).

3.5.41    Notably, none of the seven dolphin groups was found to be associated with any operating fishing vessel during the present impact phase period.

Summary Photo-identification works

3.5.42    From June to August 2018, about 500 digital photographs of Chinese White Dolphins were taken during the impact phase monitoring surveys for the photo-identification work.

3.5.43    In total, 13 individuals sighted 16 times altogether were identified (see summary table in Appendix III of Appendix J and photographs of identified individuals in Appendix IV of Appendix J).  All of these re-sightings were made in NWL. Only three individuals (CH34, NL12 and NL145) were re-sighted twice, while the rest were re-sighted once during the three-month period(Annex III of Appendix J).

3.5.44    Notably, three of these 13 individuals (i.e. CH34, NL202 and NL317) were also sighted in NWL waters during the HKBCF monitoring surveys under the same three-month period.  Moreover, seven individuals (i.e. NL145, NL233, NL302, NL317, NL327, NL329 and WL188) were also sighted in WL waters during the HKLR09 monitoring surveys from June to August 2018, showing their extensive movements across different survey areas.

Individual range use

3.5.45    Ranging patterns of the 13 individuals identified during the three-month study period were determined by fixed kernel method, and are shown in Annex V of Appendix J.

3.5.46    All identified dolphins sighted in the present quarter were utilizing NWL waters only, but have completely avoided NEL waters where many of them have utilized as their core areas in the past (Annex V of Appendix J). This is in contrary to the extensive movements between NEL and NWL survey areas observed in the earlier impact monitoring quarters as well as the baseline period.

3.5.47    On the other hand, in contrary to previous monitoring quarters, none of the individuals that consistently utilized WL waters in the past have extended their range use to NWL waters during the present quarter.

3.5.48    In the upcoming quarters, individual range use and movements should be continuously monitored to examine whether there has been any consistent shifts of individual home ranges from North Lantau to West or Southwest Lantau (and vice versa), as such shift could possibly be related to the HZMB-related construction works .

Action Level / Limit Level Exceedance

3.5.49    There was one Limit Level exceedance of dolphin monitoring for the quarterly monitoring data (between June 2018 ¡V August 2018). According to the contractor¡¦s information, the marine activities undertaken for HKLR03 during the quarter of June 2018 ¡V August 2018 included seawall construction and box culvert construction.

3.5.50    There is no evidence showing the current LL non-compliance directly related to the construction works of HKLR03 (where the amounts of working vessels for HKLR03 have been decreasing), although the generally increased amount of vessel traffic in NEL during the impact phase has been partly contributed by HKLR03 works since October 2012. It should also be noted that reclamation work under HKLR03 (adjoining the Airport Island) situates in waters which has rarely been used by dolphins in the past, and the working vessels under HKLR03 have been travelling from source to destination in accordance with the Marine Travel Route to minimize impacts on Chinese White Dolphin (CWD). In addition, the contractor will implement proactive mitigation measures such as avoiding anchoring at Marine Department¡¦s designated anchorage site ¡V Sham Shui Kok Anchorage (near Brothers Island) as far as practicable. 

3.5.51    According to Monitoring of Chinese White Dolphins in Southwest Lantau Waters ¡V Fourth Quarterly Report (December 2015 to February 2016) which is available on ENPO¡¦s website, with their primary ranges centered in North and West Lantau waters, some individuals showed apparent range shifts or extensions to Southwest Lantau waters in 2015-16.  For example, three individual dolphins (NL120, WL46 and WL221) indicated obvious shifts in their range use from NWL to West Lantau (WL) and Southwest Lantau (SWL) waters. Moreover, many individuals (e.g. NL212, NL260, WL200, SL55, WL232, WL237 and WL265) have extended their ranges from WL waters to SWL waters.  It remains to be seen whether some of these individuals have permanently shifted their ranges away from their primary ranges in North Lantau, or begin to spend more times in SWL waters as part of their ranges. 

3.5.52    ENPO updated that the Hong Kong-Zhuhai-Macao Bridge Authority (HZMBA) for the Mainland section of Hong Kong-Zhuhai-Macao Bridge (HZMB) has commenced an interim survey on fisheries resources and CWD in the Mainland waters. ENPO presented the preliminary findings of the HZMBA interim survey on CWD sighting and photo-identification works which provide solid evidence that some CWD that were previously more often sighted in HK waters have expanded their ranges into the Mainland waters, and some with reduced usage in HK waters. These preliminary data were mentioned in Monitoring of Chinese White Dolphins in Southwest Lantau Waters ¡V Fourth Quarterly Report (December 2015 to February 2016) which is available on ENPO¡¦s website.

3.5.53    A two-way ANOVA with repeated measures and unequal sample size was conducted to examine whether there were any significant differences in the average encounter rates between the baseline and impact monitoring periods. The two variables that were examined included the two periods (baseline and impact phases) and two locations (NEL and NWL). 

3.5.54    For the comparison between the baseline period and the present quarter (23rd quarter of the impact phase being assessed), the p-values for the differences in average dolphin encounter rates of STG and ANI were 0.0022 and 0.0144 respectively.  If the alpha value is set at 0.05, significant differences were detected between the baseline and present quarters in both the average dolphin encounter rates of STG and ANI.

3.5.55    For comparison between the baseline period and the cumulative quarters in impact phase (i.e. first 23 quarters of the impact phase being assessed), the p-values for the differences in average dolphin encounter rates of STG and ANI were 0.000000 and 0.000000 respectively.  Even if the alpha value is set at 0.00001, significant differences were still detected in both the average dolphin encounter rates of STG and ANI (i.e. between the two periods and the locations).

3.5.56    The AFCD monitoring data during June to August 2018 has been reviewed by the dolphin specialist. During the same quarter, no dolphin was sighted from 88.04 km of survey effort on primary lines in NEL, while only two groups of two dolphins were sighted from 54.81 km of survey effort on primary lines in NWL. This review has confirmed that the low occurrence of dolphins reported by the HKLR03 monitoring surveys in summer 2018 in NEL and NWL survey area is accurate.

3.5.57    All dolphin protective measures are fully and properly implemented in accordance with the EM&A Manual. According to the Marine Travel Route Plan, the travelling speed of vessels must not exceed 5 knots when crossing the edge of the proposed marine park. The Contractor will continue to provide training for skippers to ensure that their working vessels travel from source to destination to minimize impacts on Chinese White Dolphin and avoid anchoring at Marine Department¡¦s designated anchorage site - Sham Shui Kok Anchorage (near Brothers Island) as far as practicable. Also, it is recommended to complete the marine works of the Contract as soon as possible so as to reduce the overall duration of impacts and allow the dolphins population to recover as early as possible.

3.5.58    A meeting was held on 4 September 2018 with attendance of representative of ENPO, Resident Site Staff (RSS), Environmental Team (ET) and dolphin specialist for Contract Nos. HY/2013/01, HY/2011/03, HY/2012/07, HY/2012/08. The discussion/ recommendation as raised in the meeting which might be relevant to HKLR03 Contract are summarized below.

3.5.59    It was concluded that the HZMB works is one of the contributing factors affecting the dolphins. It was also concluded the contribution of impacts due to the HZMB works as a whole (or individual marine contracts) cannot be quantified nor separate from the other stress factors.

3.5.60    The dolphin specialists of the projects confirmed that the CWD sighting around the North of Sha Chau and Lung Kwu Chau Marine Park (SCLKCMP) has significantly decreased, and it was likely related to the re-routing of high speed ferry (HSF) from Skypier.

3.5.61    It was reminded that the ETs shall keep reviewing the implementation status of the dolphin related mitigation measures and remind the contractor to ensure the relevant measures were fully implemented.

3.5.62    It was recommended that the marine works of HZMB projects should be completed as soon as possible so as to reduce the overall duration of impacts and allow the dolphins population to recover as early as possible.

3.5.63    It was also recommended that the marine works footprint (e.g., reduce the size of peripheral silt curtain) and vessels for the marine works should be reduced as much as possible, and vessels idling / mooring in other part of the North Lantau shall be avoided whenever possible.

3.5.64    HyD updated that the draft map of the proposed Brothers Marine Park (BMP) was gazetted in February 2016. ENPO updated that the BMP was approved by the Chief Executive in the Executive Council in August 2016. The ETs were reminded to update the BMP boundary in the Regular Marine Travel Route (RMTR) Plan. The BMP was designated on 30 December 2016. It was suggested that the protection measures (e.g. speed limit control) for the approved BMP shall be brought forward so as to provide a better habitat for dolphin recovery. It was noted that under the latest RMTR Plan, the contractors have committed to reduce the vessel speed in BMP.

3.5.65    The marine travel route will shift along the edge of Brother Marine Park as much as practical under the RMTR Plan. It was noted that even though marine vessels may moor within the mooring site of BMP, commercial activities including loading / unloading / transshipment are not allowed except a permit is obtained. The HZMB works vessels were recommended to avoid the BMP.

3.5.66    It was remined that starting from January 2016, HSF from the SkyPier will be re-routed north to the northern edged of the Sha Chau and Lung Kwu Chau Marine Park which currently has the highest density of CWD in the NWL. While the HSF will reduce speed to 15 knots, the associated disturbance may still affect CWD in the area. It was implied that the CWDs in the area shall be closely followed.

3.5.67    There was a discussion on exploring possible further mitigation measures, for example, controlling the underwater noise. It was noted that the EIA reports for the projects suggested several mitigation measures, all of which have been implemented.

3.6                Mudflat Monitoring Results

Sedimentation Rate Monitoring

3.6.1      The baseline sedimentation rate monitoring was in September 2012 and impact sedimentation rate monitoring was undertaken on 15 June 2018. The mudflat surface levels at the four established monitoring stations and the corresponding XYZ HK1980 GRID coordinates are presented in Table 3.9 and Table 3.10.

Table 3.9         Measured Mudflat Surface Level Results

Baseline Monitoring
(September 2012)

Impact Monitoring
(
June 2018)

Monitoring Station

Easting
(m)

Northing (m)

Surface Level
(mPD)

Easting
(m)

Northing (m)

Surface Level

(mPD)

S1

810291.160

816678.727

0.950

810291.165

816678.761

1.143

S2

810958.272

815831.531

0.864

810958.270

815831.565

1.006

S3

810716.585

815953.308

1.341

810716.596

815953.309

1.459

S4

811221.433

816151.381

0.931

811221.379

816151.359

1.130

 

Table 3.10       Comparison of Measurement  

Comparison of measurement

Remarks and Recommendation

Monitoring Station

Easting
(m)

Northing (m)

Surface Level
(mPD)

S1

0.005

0.034

0.193

Level continuously increased

S2

-0.002

0.034

0.142

Level continuously increased

S3

0.011

0.001

0.118

Level continuously increased

S4

-0.054

-0.022

0.199

Level continuously increased

 

3.6.2      This measurement result was generally and relatively higher than the baseline measurement at S1, S2, S3 and S4. The mudflat level is continuously increased.

Water Quality Monitoring

3.6.3      The mudflat monitoring covered water quality monitoring data. Reference was made to the water quality monitoring data of the representative water quality monitoring station (i.e. SR3(N)) as in the EM&A Manual.  The water quality monitoring location (SR3(N)) is shown in Figure 2.1. 

3.6.4      Impact water quality monitoring in San Tau (monitoring station SR3) was conducted in June 2018. The monitoring parameters included dissolved oxygen (DO), turbidity and suspended solids (SS).

3.6.5      The Impact monitoring result for SR3(N) were extracted and summarised in Table 3.11:

Table 3.11 Impact Water Quality Monitoring Results (Depth Average)

Date

Mid Ebb Tide

Mid Flood Tide

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

01-Jun-18

6.6

3.4

6.2

6.2

4.5

3.4

04-Jun-18

6.0

2.4

5.0

6.0

1.3

4.3

06-Jun-18

See Remark 1

See Remark 1

See Remark 1

See Remark 1

See Remark 1

See Remark 1

08-Jun-18

See Remark 2

See Remark 2

See Remark 2

See Remark 2

See Remark 2

See Remark 2

11-Jun-18

6.4

3.3

4.1

6.5

3.1

5.3

13-Jun-18

5.3

4.1

7.5

5.3

2.8

6.4

15-Jun-18

5.0

4.8

6.2

5.2

8.1

10.0

18-Jun-18

5.8

7.4

5.2

5.2

5.8

5.2

20-Jun-18

6.0

7.4

7.1

5.8

7.1

7.5

22-Jun-18

5.8

5.0

8.2

See Remark 3

See Remark 3

See Remark 3

25-Jun-18

5.8

4.4

5.5

5.6

9.3

14.6

27-Jun-18

5.8

6.6

6.1

5.9

7.5

6.9

29-Jun-18

7.4

8.0

13.2

5.5

6.4

6.2

Average

6.0

5.1

6.8

5.7

5.6

7.0

Remarks:

1) Due to adverse weather condition (hoisting Tropical Cyclone Warning Signal, No. 1, Thunderstorm Warning and Amber Rainstorm Warning Signal), water quality monitoring for ebb tide and flood tide at station SR3 on 6 June 2018 was cancelled due to safety reasons.

2) Due to adverse weather condition (hoisting of Strong Wind Signal, No. 3), water quality monitoring for both ebb and flood tides on 8 June 2018 were cancelled due to safety reasons.

3) Thunderstorm Warning and Amber Rainstorm Warning Signal were issued by Hong Kong Observatory in the afternoon of 22 June 2018. The water quality monitoring for flood tide on 22 June 2018 was cancelled due to safety reason.

Mudflat Ecology Monitoring

Sampling Zone

3.6.6      In order to collect baseline information of mudflats in the study site, the study site was divided into three sampling zones (labeled as TC1, TC2, TC3) in Tung Chung Bay and one zone in San Tau (labeled as ST) (Figure 2.1 of Appendix O). The horizontal shoreline of sampling zones TC1, TC2, TC3 and ST were about 250 m, 300 m, 300 m and 250 m respectively (Figure 2.2 of Appendix O). Survey of horseshoe crabs, seagrass beds and intertidal communities were conducted in every sampling zone. The present survey was conducted in June 2018 (totally 5 sampling days between 2nd and 27th June 2018).

Since the field survey of Jun. 2016, increasing number of trashes and even big trashes (Figure 2.3 of Appendix O) were found in every sampling zone. It raised a concern about the solid waste dumping and current-driven waste issues in Tung Chung Wan. Respective measures (e.g. manual clean-up) should be implemented by responsible government agency units.

Horseshoe Crabs

3.6.7      Active search method was conducted for horseshoe crab monitoring by two experienced surveyors in every sampling zone. During the search period, any accessible and potential area would be investigated for any horseshoe crab individuals within 2-3 hours of low tide period (tidal level below 1.2 m above Chart Datum (C.D.)). Once a horseshoe crab individual was found, the species was identified referencing to Li (2008). The prosomal width, inhabiting substratum and respective GPS coordinate were recorded. A photographic record was taken for future investigation. Any grouping behavior of individuals, if found, was recorded. The horseshoe crab surveys were conducted on 2nd (for TC2), 16th (for TC1) and 27th (for TC3 and ST) June 2018. The weather was generally warm and humid on both field days without rainfall.

3.6.8      In Jun. 2017, a big horseshoe crab was tangled by a trash gill net in ST mudflat (Figure 2.3 of Appendix O). It was released to sea once after photo recording. The horseshoe crab of such size should be inhabitating sub-tidal environment while it forages on intertidal shore occasionally during high tide period. If it is tangled by the trash net for few days, it may die due to starvation or overheat during low tide period. These trash gill nets are definitely ¡¥fatal trap¡¦ for the horseshoe crabs and other marine life. Manual clean-up should be implemented as soon as possible by responsible government agency units.

Seagrass Beds

3.6.9      Active search method was conducted for seagrass bed monitoring by two experienced surveyors in every sampling zone. During the search period, any accessible and potential area would be investigated for any seagrass beds within 2-3 hours of low tide period. Once seagrass bed was found, the species, estimated area, estimated coverage percentage and respective GPS coordinates were recorded. The seagrass beds surveys were conducted on on 2nd (for TC2), 16th (for TC1) and 27th (for TC3 and ST) June 2018. The weather was generally hot and sunny on all survey days

Intertidal Soft Shore Communities

3.6.10    The intertidal soft shore community surveys were conducted in low tide period on 2nd (for TC2),3rd (for TC3), 16th (for TC1) and 17th (for ST) June 2018. In every sampling zone, three 100m horizontal transect lines were laid at high tidal level (H: 2.0 m above C.D.), mid tidal level (M:1.5 m above C.D.) and low tidal level (L: 1.0 m above C.D.). Along every horizontal transect line, ten random quadrats (0.5 m x 0.5 m) were placed.

3.6.11    Inside a quadrat, any visible epifauna were collected and were in-situ identified to the lowest practical taxonomical resolution. Whenever possible a hand core sample (10 cm internal diameter ´ 20 cm depth) of sediments was collected in the quadrat. The core sample was gently washed through a sieve of mesh size 2.0 mm in-situ. Any visible infauna were collected and identified. Finally the top 5 cm surface sediments was dug for visible infauna in the quadrat regardless of hand core sample was taken.

3.6.12    All collected fauna were released after recording except some tiny individuals that are too small to be identified on site. These tiny individuals were taken to laboratory for identification under dissecting microscope.

3.6.13    The taxonomic classification was conducted in accordance to the following references: Polychaetes: Fauchald (1977), Yang and Sun (1988); Arthropods: Dai and Yang (1991), Dong (1991); Mollusks: Chan and Caley (2003), Qi (2004), AFCD (2018).

Data Analysis

3.6.14    Data collected from direct search and core sampling was pooled in every quadrat for data analysis. Shannon-Weaver Diversity Index (H¡¦) and Pielou¡¦s Species Evenness (J) were calculated for every quadrat using the formulae below,

H¡¦= -£U ( Ni / N ) ln ( Ni / N ) (Shannon and Weaver, 1963)

J = H¡¦ / ln S, (Pielou, 1966)

where S is the total number of species in the sample, N is the total number of individuals, and Ni is the number of individuals of the ith species

Mudflat Ecology Monitoring Results and Conclusion

 

Horseshoe Crabs

3.6.15    In the present survey, two species of horseshoe crab Carcinoscorpius rotundicauda (total 84 ind.) and Tachypleus tridentatus (total 39 ind.) were recorded. The recorded individuals were mainly distributed along the shoreline from TC3 to ST. Grouping of 2-10 individuals was usually observed on similar substratum (fine sand or soft mud, slightly submerged). Photo records were shown in Figure 3.1 of Appendix O while the complete survey records were listed in Annex II of Appendix O.

3.6.16    Table 3.1 of Appendix O summarizes the survey results of horseshoe crab in the present survey. For Carcinoscorpius rotundicauda, 14 individuals were found in TC1 with average body size 33.10 mm (prosomal width ranged 11.00-55.55 mm) while low search record (3.5 ind. hr-1 person-1) was resulted. In TC2, there were only 3 individuals with average body size 60.99 mm (47.04-74.44 mm), resulting in very low search record (0.8 ind. hr-1 person-1). In TC3, there was 27 individuals with average body size 40.54 mm (14.95-67.33 mm). In ST, 40 individuals were found with average body size 41.43 mm (15.09-70.68 mm). Both TC3 and ST were low-moderate in search record (4.5-6.7 ind. hr-1 person-1) .

3.6.17    Similar survey results were found for Tachypleus tridentatus. Two individuals were found in TC1 with average body size 48.20 mm (prosomal width ranged 47.29-49.11 mm), resulting in very low search record (0.5 ind. hr-1 person-1). In TC3, there were 18 individuals with average body size 60.24 mm (prosomal width ranged 36.52-82.99 mm). In ST, 19 individuals were found with average body size 57.55 mm (36.04-78.41 mm). Both TC3 and ST were low in search record (3.0-3.2 ind. hr-1 person-1). No individual was found in TC2.

3.6.18    In the previous survey of Mar. 2015, there was one important finding that a mating pair of Carcinoscorpius rotundicauda was found in ST (prosomal width: male 155.1 mm, female 138.2 mm) (Figure 3.2 of Appendix O). It indicated the importance of ST as a breeding ground of horseshoe crab. In Jun. 2017, mating pairs of Carcinoscorpius rotundicauda were also found in TC2 (male 175.27 mm, female 143.51 mm) and TC3 (male 182.08 mm, female 145.63 mm) (Figure 3.2 of Appendix O). In Dec. 2017 and Jun. 2018 (present survey), one mating pair was of Carcinoscorpius rotundicauda was found in TC3 (Dec. 2017: male 127.80 mm, female 144.61 mm; Jun. 2018: male 139 mm, female 149 mm). Figure 3.2 of Appendix O shows the photographic records of all mating pairs found. The recorded mating pairs were found nearly burrowing in soft mud at low tidal level (0.5-1.0 m above C.D.). The smaller male was holding the opisthosoma (abdomen carapace) of larger female from behind. These mating pairs indicated that breeding of horseshoe crab could be possible along the coast of Tung Chung Wan rather than ST only, as long as suitable substratum was available. Based on the frequency of encounter, the shoreline between TC3 and ST should be more suitable mating ground. Moreover suitable breeding period was believed in wet season (Mar - Sep.) because tiny individuals (i.e. newly hatched) were usually recorded in Jun. and Sep. every year.

3.6.19    Despite of mating pair, there were occasional records of large individuals of Carcinoscorpius rotundicauda (prosomal width ranged 114.45 - 178.67 mm, either single or in pair) and Tachypleus tridentatus (prosomal width 103 mm) (Figure 3.3 of Appendix O). Based on their sizes, it indicated that individuals of prosomal width larger than 100 mm would progress its nursery stage from intertidal habitat to sub-tidal habitat of Tung Chung Wan. These large individuals might move onto intertidal shore occasionally during high tide for foraging and breeding. Because they should be inhabiting sub-tidal habitat most of the time. Their records were excluded from the data analysis to avoid mixing up with juvenile population living on intertidal habitat.

3.6.20    No marked individual of horseshoe crab was recorded in the present survey. Some marked individuals were found in the previous surveys of Sep. 2013, Mar. 2014 and Sep. 2014. All of them were released through a conservation programme in charged by Prof. Paul Shin (Department of Biology and Chemistry, The City University of Hong Kong (CityU)). It was a re-introduction trial of artificial bred horseshoe crab juvenile at selected sites. So that the horseshoe crab population might be restored in the natural habitat. Through a personal conversation with Prof. Shin, about 100 individuals were released in the sampling zone ST on 20 June 2013. All of them were marked with color tape and internal chip detected by specific chip sensor. There should be second round of release between June and September 2014 since new marked individuals were found in the survey of Sep. 2014.

3.6.21    The artificial bred individuals, if found, would be excluded from the results of present monitoring programme in order to reflect the changes of natural population. However, the mark on their prosoma might have been detached during moulting after a certain period of release. The artificially released individuals were no longer distinguishable from the natural population without the specific chip sensor. The survey data collected would possibly cover both natural population and artificially bred individuals.

Population difference among the sampling zones

3.6.22    Figures 3.4 and 3.5 of Appendix O show the changes of number of individuals, mean prosomal width and search record of horseshoe crabs Carcinoscorpius rotundicauda and Tachypleus tridentatus respectively in every sampling zone throughout the monitoring period.

3.6.23    For TC3 and ST, medium to high search records (i.e. number of individuals) of both species were always found in wet season (Jun. and Sep.). The search record of ST was higher from Sep. 2012 to Jun. 2014 while it was replaced by TC3 from Sep. 2014 to Jun. 2015. The search records were similar between two sampling zones from Sep. 2015 to Jun. 2016. In Sep. 2016, the search record of Carcinoscorpius rotundicauda in ST was much higher than TC3. From Mar. to Jun. 2017, the search records of both species were similar again between two sampling zones. It showed a natural variation of horseshoe crab population in these two zones due to weather condition and tidal effect. No obvious difference of horseshoe crab population was noted between TC3 and ST. In Sep. 2017, the search records of both horseshoe crab species decreased except the Carcinoscorpius rotundicauda in TC3. The survey results were different from previous findings that there were usually higher search records in Sep.. One possible reason was that the serial cyclone hit decreased horseshoe crab activity (totally 4 cyclone records between Jun. and Sep. 2017, to be discussed in 'Seagrass survey' section). From Dec. 2017 to Jun. 2018 (present survey), the search records of both species increased again to low-moderate level in TC3 and ST.

3.6.24    For TC1, the search record was at low to moderate level throughout the monitoring period. The change of Carcinoscorpius rotundicauda was relatively more variable than that of Tachypleus tridentatus. Relatively, the search record was very low in TC2 (2 ind. in Sep. 2013; 1 ind. In Mar.-Sep. 2014, Mar.-Jun. 2015; 4 ind. in Sep. 2015; 6 ind. in Jun. 2016; 1 ind. in Sep. 2016, 1 ind. from Mar.-Sep. 2017; 3 ind. in Jun. 2018) .

3.6.25    About the body size, larger individuals of Carcinoscorpius rotundicauda were usually found in ST and TC1 relative to those in TC3 from Sep. 2012 to Jun. 2017. But the body size was higher in TC3 and ST followed by TC1 from Sep. 2017 to Jun. 2018. For Tachypleus tridentatus, larger individuals were usually found in ST and TC3 followed by TC1 throughout the monitoring period.

3.6.26    In general, it was obvious that TC3 and ST (western shore of Tung Chung Wan) was an important nursery ground for horseshoe crab especially newly hatched individuals due to larger area of suitable substratum (fine sand or soft mud) and less human disturbance (far from urban district). Relatively, other sampling zones were not a suitable nursery ground especially TC2. Possible factors were less area of suitable substratum (especially TC1) and higher human disturbance (TC1 and TC2: close to urban district and easily accessible). In TC2, large daily salinity fluctuation was a possible factor either since it was flushed by two rivers under tidal inundation. The individuals inhabiting TC1 and TC2 were confined in small foraging area due to limited area of suitable substrata. Although a mating pair of Carcinoscorpius rotundicauda was once found in TC2, the hatching rate and survival rate of newly hatched individuals were believed very low.

Seasonal variation of horseshoe crab population

3.6.27    Throughout the monitoring period, the search record of horseshoe crab declined obviously during dry season especially December (Figures 3.3 and 3.4 of Appendix O). 4 individuals of Carcinoscorpius rotundicauda and 12 individuals of Tachypleus tridentatus were found only. In Dec. 2013, no individual of horseshoe crab was found. In Dec. 2014, 2 individuals of Carcinoscorpius rotundicauda and 8 individuals of Tachypleus tridentatus were found only. In Dec. 2015, 2 individuals of Carcinoscorpius rotundicauda, 6 individuals of Tachypleus tridentatus and one newly hatched, unidentified individual were found only. The horseshoe crabs were inactive and burrowed in the sediments during cold weather (<15 ºC). Similar results of low search record in dry season were reported in a previous territory-wide survey of horseshoe crab. For example, the search records in Tung Chung Wan were 0.17 ind. hr-1 person-1 and 0.00 ind. hr-1 person-1 in wet season and dry season respectively (details see Li, 2008). Relatively the serach records were much higher in Dec. 2016. There were totally 70 individuals of Carcinoscorpius rotundicauda and 24 individuals of Tachypleus tridentatus in TC3 and ST. Because the survey was arranged in early December while the weather was warm with sunlight (~22 ¢XC during dawn according to Hong Kong Observatory database, Chek Lap Kokstation on 5 Dec). In contrast, there was no search record in TC1 and TC2 because the survey was conducted in mid-December with colder and cloudy weather (~20 ¢XC during dawn on 19 Dec). The horseshoe crab activity would decrease gradually with the colder climate. In Dec. 2017, the weather was cold (13-15 ºC during dawn) that very few individuals of both species could be found as mentioned above.

3.6.28    From Sep. 2012 to Dec. 2013, Carcinoscorpius rotundicauda was a less common species relative to Tachypleus tridentatus. Only 4 individuals were ever recorded in ST in Dec. 2012. This species had ever been believed of very low density in ST hence the encounter rate was very low. Since Mar. 2014, it was found in all sampling zones with higher abundance in ST. Based on its average size (mean prosomal width 39.28-49.81 mm), it indicated that breeding and spawning of this species had occurred about 3 years ago along the coastline of Tung Chung Wan. However, these individuals were still small while their walking trails were inconspicuous. Hence there was no search record in previous sampling months. Since Mar. 2014, more individuals were recorded due to larger size and higher activity (i.e. more conspicuous walking trail).

3.6.29    For Tachypleus tridentatus, sharp increase of number of individuals was recorded in ST during the wet season of 2013 (from Mar. to Sep.). According to a personal conversation with Prof. Shin (CityU), his monitoring team had recorded similar increase of horseshoe crab population during wet season. It was believed that the suitable ambient temperature increased its conspicuousness. However similar pattern was not recorded in the following wet seasons. The number of individuals increased in Mar. and Jun. 2014 followed by a rapid decline in Sep. 2014. Then the number of individuals fluctuated slightly in TC3 and ST until Mar. 2017. Apart from natural mortality, migration from nursery soft shore to subtidal habitat was another possible cause. Since the mean prosomal width of Tachypleus tridentatus continued to grow and reached about 50 mm since Mar. 2014. Then it varied slightly between 35-65 mm from Sep. 2014 to Mar. 2017. Most of the individuals might have reached a suitable size (e.g. prosomal width 50-60 mm) strong enough to forage in sub-tidal habitat. In Jun. 2017, the number of individuals increased sharply again in TC3 and ST. Although mating pair of Tachypleus tridentatus was not found in previous surveys, there should be new round of spawning in the wet season of 2016. The individuals might have grown to a more conspicuous size in 2017 accounting for higher search record. From Sep. 2017 to Jun. 2018 (present survey), moderate numbers of individual were found in TC3 and ST indicating a stable population size. Lower population size compared with that in Jun. 2017 was believed the cause of natural mortality.

3.6.30    Recently, Carcinoscorpius rotundicauda was a more common horseshoe crab species in Tung Chung Wan. It was recorded in the four sampling zones while the majority of population located in TC3 and ST. Due to potential breeding last year, Tachypleus tridentatus became common again and distributed in TC3 and ST only. Since TC3 and ST were regarded as important nursery ground for both horseshoe crab species, box plots of prosomal width of two horseshoe crab species were constructed to investigate the changes of population in details.

Box plot of horseshoe crab populations in TC3

3.6.31    Figure 3.6 of Appendix O shows the changes of prosomal width of Carcinoscorpius rotundicauda and Tachypleus tridentatus in TC3. As mentioned above, Carcinoscorpius rotundicauda was rarely found between Sep. 2012 and Dec. 2013 hence the data were lacking. In Mar 2014, the major size (50% of individual records between upper (top of red box) and lower quartile (bottom of blue box)) ranged 40-60 mm while only few individuals were found. From Mar. 2014 to Jun. 2018, the median prosomal width (middle line of whole box) and major size (whole box) decreased after Mar. of every year. It was due to more small individuals found. It indicated new rounds of spawning. Also there were slight increasing trends of body size from Jun. to Mar. of next year since 2015. It indicated a stable growth of individuals. Focused on larger juveniles (upper whisker), the size range was quite variable (prosmal width 60-90 mm) along the sampling months. Juveniles reaching this size might gradually migrate to sub-tidal habitats.

3.6.32    For Tachypleus tridentatus, the major size ranged 20-50 mm while the number of individuals fluctuated from Sep. 2012 to Jun. 2014. Then a slight but consistent growing trend was observed from Sep. 2014 to Jun. 2015. The prosomal width increased from 25-35 mm to 35-65 mm. As mentioned, the large individuals might have reached a suitable size for migrating from the nursery soft shore to subtidal habitat. It accounted for the declined population in TC3. From Mar. to Sep. 2016, slight increasing trend of major size was noticed again. From Dec. 2016 to Jun. 2017, similar increasing trend of major size was noted with much higher number of individuals. It reflected new round of spawning. In Sep. 2017, the major size decreased while the trend was different from previous two years. Such decline might be the cause of serial cyclone hit between Jun. and Sep. 2017 (to be discussed in the 'Seagrass survey' section). From Dec. 2017 to Jun. 2018 (present survey), increasing trend was noted again. Across the whole monitoring period, the larger juveniles (upper whisker) usually reached 60-80 mm in prosomal width, even 90 mm occasionally. Juveniles reaching this size might gradually migrate to sub-tidal habitats.

Box plot of horseshoe crab populations in ST

3.6.33    Figure 3.7 of Appendix O shows the changes of prosomal width of Carcinoscorpius rotundicauda and Tachypleus tridentatus in ST. As mentioned above, Carcinoscorpius rotundicauda was rarely found between Sep. 2012 and Dec. 2013 hence the data were lacking. From Mar. 2014 to Sep. 2017, the size of major population decreased and more small individuals (i.e. lower whisker) were recorded after Jun. of every year. It indicated new round of spawning. Also there were similar increasing trends of body size from Sep. to Jun. of next year between 2014 and 2017. It indicated a stable growth of individuals. Across the whole monitoring period, the larger juveniles (i.e. upper whisker) usually ranged 60-80 mm in prosomal width except one individual (prosomal width 107.04 mm) found in Mar. 2017. It reflected juveniles reaching this size would gradually migrate to sub-tidal habitats.

3.6.34    For Tachypleus tridentatus, a consistent growing trend was observed for the major population from Dec. 2012 to Dec. 2014 regardless of change of search record. The prosomal width increased from 15-30 mm to 60-70 mm. As mentioned, the large juveniles might have reached a suitable size for migrating from the nursery soft shore to subtidal habitat. From Mar. to Sep. 2015, the size of major population decreased slightly to a prosomal width 40-60 mm. At the same time, the number of individuals decreased gradually. It further indicated some of large juveniles might have migrated to sub-tidal habitat, leaving the smaller individuals on shore. There was an overall growth trend. In Dec. 2015, two big individuals (prosomal width 89.27 mm and 98.89 mm) were recorded only while it could not represent the major population. In Mar. 2016, the number of individual was very few in ST that no boxplot could be produced. In Jun. 2016, the prosomal width of major population ranged 50-70 mm. But it dropped clearly to 30-40 mm in Sep. 2016 followed by an increase to 40-50 mm in Dec. 2016, 40-70 mm in Mar. 2017 and 50-60mm in Jun. 2017. Based on overall higher number of small individuals from Jun. 2016 to Sep. 2017, it indicated new round of spawning. From Sep. 2017 to Jun. 2018 (present survey), the major size range increased slightly from 40-50 mm to 45-60 mm indicating a continuous growth. Throughout the monitoring period, the larger juveniles ranged 60-80 mm in prosomal width. Juveniles reaching this size would gradually migrate to sub-tidal habitats.

3.6.35    As a summary for horseshoe crab populations in TC3 and ST, there were spawning of Carcinoscorpius rotundicauda from 2014 to 2018 while the spawning time should be in spring. There were consistent, increasing trends of population size in these two sampling zones. For Tachypleus tridentatus, small individuals were rarely found in both zones from 2014 to 2015. It was believed no occurrence of successful spawning. The existing individuals (that recorded since 2012) grew to a mature size and migrated to sub-tidal habitat. Hence the number of individuals decreased gradually. From 2016 to 2018, new round of spawning was recorded in ST while increasing number of individuals and body size was noticed.

Impact of the HKLR project

3.6.36    It was the 23rd survey of the EM&A programme during the construction period. Based on the results, impact of the HKLR project could not be detected on horseshoe crabs. The population change was mainly determined by seasonal variation while new rounds of spawning were observed for both species. In case, abnormal phenomenon (e.g. very few numbers of horseshoe crab individuals in wet season, large number of dead individuals on the shore) is found, it would be reported as soon as possible.

Seagrass Beds

3.6.37    Since the commencement of the EM&A monitoring programme, two species of seagrass Halophila ovalis and Zostera japonica were recorded in TC3 and ST (Figure 3.8 of Appendix O). In general, Halophila ovalis was occasionally found in TC3 in few, small to medium patches. But it was commonly found in ST in medium to large seagrass bed. Moreover, it had grown extensively and covered significant mudflat area at 0.5-2.0 m above C.D. between TC3 and ST. Another seagrass species Zostera japonica was found in ST only. It was relatively lower in vegetation area and was co-existing with Halophila ovalis nearby the mangrove strand at 2.0 m above C.D.

3.6.38    Table 3.2 of Appendix O summarizes the results of seagrass beds survey. In TC3, one very small patch of Halophila ovalis was found in soft mud area at 2.0 m above C.D. while the total seagrass bed area and vegetation coverage were about 0.3 m2 and ~20% respectively. In ST, three small-medium sized patches of Halophila ovalis were found while the total seagrass bed area was about 1072.0 m2. The largest patch was a horizontal strand with area ~990 m2 and highly variable vegetation coverage 20-100%, located nearby seaward size of mangrove plantation at 2.0 m above C.D. At vicinity, there was a medium, horizontal strand (~80 m2, coverage 20-100%) and a very small patch (~2 m2, coverage 40%) at 2.0 m above C.D. Another seagrass species Zostera japonica was not found in present survey. Annex III of Appendix O shows the complete record of seagrass survey.

3.6.39    According to the previous results, majority of seagrass bed was confined in ST, the temporal change of both seagrass species was investigated in details:

Temporal variation of seagrass beds

3.6.40    Figure 3.10 of Appendix O shows the changes of estimated total area of seagrass beds in ST along the sampling months. For Zostera japonica, it was not recorded in the 1st and 2nd surveys of monitoring programme. Seasonal recruitment of few, small patches (total seagrass area: 10 m2) was found in Mar. 2013 that grew within the large patch of seagrass Halophila ovalis. Then the patch size increased and merged gradually with the warmer climate from Mar. to Jun. 2013 (15 m2). However, the patch size decreased and remained similar from Sep. 2013 (4 m2) to Mar. 2014 (3 m2). In Jun. 2014, the patch size increased obviously again (41 m2) with warmer climate followed by a decrease between Sep. 2014 (2 m2) and Dec. 2014 (5 m2). From Mar. to Jun. 2015, the patch size increased sharply again (90 m2). It might be due to the disappearance of the originally dominant seagrass Halophila ovalis resulting in less competition for substratum and nutrients. From Sep. 2015 to Jun. 2016, it was found coexisting with seagrass Halophila ovalis with steady increasing patch size (from 44 m2 to 115 m2) and variable coverage. In Sep. 2016, the patch size decreased again to (38 m2) followed by an increase to a horizontal strand (105.4 m2) in Jun. 2017. And it was no longer co-exisitng with Halophila ovalis. Between Sep. 2014 and Jun. 2017, an increasing trend was noticed from Sep. to Jun. of next year followed by a rapid decline in Sep. of next year. It was possibly the causes of heat stress, typhoon and stronger grazing pressure during wet season. From Sep. 2017 to Jun. 2018 (present survey), no seagrass patch of Zostera japonica was found .

3.6.41    For Halophila ovalis, it was recorded as 3-4 medium to large patches (area 18.9-251.7 m2; vegetation coverage 50-80%) beside the mangrove vegetation at tidal level 2 m above C.D. in Sep. 2012 (first survey). The total seagrass bed area grew steadily from 332.3 m2 in Sep. 2012 to 727.4 m2 in Dec. 2013. Flowers were observed in the largest patch during its flowering period. In Mar. 2014, 31 small to medium patches were newly recorded (variable area 1-72 m2 per patch, vegetation coverage 40-80% per patch) in lower tidal zone between 1.0 and 1.5 m above C.D. The total seagrass area increased further to 1350 m2. In Jun. 2014, these small and medium patches grew and extended to each other. These patches were no longer distinguishable and were covering a significant mudflat area of ST. It was generally grouped into 4 large patches (1116 ¡V 2443 m2) of seagrass beds characterized of patchy distribution, variable vegetable coverage (40-80%) and smaller leaves. The total seagrass bed area increased sharply to 7629 m2. In Sep. 2014, the total seagrass area declined sharply to 1111 m2. There were only 3-4 small to large patches (6-253 m2) at high tidal level and 1 large patch at low tidal level (786 m2). Typhoon or strong water current was a possible cause (Fong, 1998). In Sep. 2014, there were two tropical cyclone records in Hong Kong (7th-8th Sep.: no cyclone name, maximum signal number 1; 14th-17th Sep.: Kalmaegi, maximum signal number 8SE) before the seagrass survey dated 21st Sep. 2014. The strong water current caused by the cyclone, Kalmaegi especially, might have given damage to the seagrass beds. In addition, natural heat stress and grazing force were other possible causes reducing seagrass beds area. Besides, very small patches of Halophila ovalis could be found in other mud flat area in addition to the recorded patches. But it was hardly distinguished due to very low coverage (10-20%) and small leaves.

3.6.42    In Dec. 2014, all the seagrass patches of Halophila ovalis disappeared in ST. Figure 3.10 of Appendix O shows the difference of the original seagrass beds area nearby the mangrove vegetation at high tidal level between Jun. 2014 and Dec. 2014. Such rapid loss would not be seasonal phenomenon because the seagrass beds at higher tidal level (2.0 m above C.D.) were present and normal in December 2012 and 2013. According to Fong (1998), similar incident had occurred in ST in the past. The original seagrass area had declined significantly during the commencement of the construction and reclamation works for the international airport at Chek Lap Kok in 1992. The seagrass almost disappeared in 1995 and recovered gradually after the completion of reclamation works. Moreover, incident of rapid loss of seagrass area was also recorded in another intertidal mudflat in Lai Chi Wo in 1998 with unknown reason.  Hence Halophila ovalis was regarded as a short-lived and r-strategy seagrass that could colonize areas in short period but disappears quickly under unfavourable conditions (Fong, 1998).

Unfavourable conditions to seagrass Halophila ovalis

3.6.43    Typhoon or strong water current was suggested as one unfavourable condition to Halophila ovalis (Fong, 1998). As mentioned above, there were two tropical cyclone records in Hong Kong in Sep. 2014. The strong water current caused by the cyclones might have given damage to the seagrass beds.

3.6.44    Prolonged light deprivation due to turbid water would be another unfavouable condition. Previous studies reported that Halophila ovalis had little tolerance to light deprivation. During experimental darkness, seagrass biomass declined rapidly after 3-6 days and seagrass died completely after 30 days. The rapid death might be due to shortage of available carbohydrate under limited photosynthesis or accumulation of phytotoxic end products of anaerobic respiration (details see Longstaff et al., 1999). Hence the seagrass bed of this species was susceptible to temporary light deprivation events such as flooding river runoff (Longstaff and Dennison, 1999).

3.6.45    In order to investigate any deterioration of water quality (e.g. more turbid) in ST, the water quality measurement results at two closest monitoring stations SR3 and IS5 of the EM&A programme were obtained from the water quality monitoring team. Based on the results from June to December 2014, the overall water quality was in normal fluctuation except there was one exceedance of suspended solids (SS) at both stations in September. On 10th Sep., 2014, the SS concentrations measured during mid-ebb tide at stations SR3 (27.5 mg/L) and IS5 (34.5 mg/L) exceeded the Action Level (≤23.5 mg/L and 120% of upstream control station¡¦s reading) and Limit Level (≤34.4 mg/L and 130% of upstream control station¡¦s reading) respectively. The turbidity readings at SR3 and IS5 reached 24.8-25.3 NTU and 22.3-22.5 NTU respectively. The temporary turbid water should not be caused by the runoff from upstream rivers. Because there was no rain or slight rain from 1st to 10th Sep. 2014 (daily total rainfall at the Hong Kong International Airport: 0-2.1 mm; extracted from the climatological data of Hong Kong Observatory). The effect of upstream runoff on water quality should be neglectable in that period. Moreover the exceedance of water quality was considered unlikely to be related to the contract works of HKLR according to the ¡¥Notifications of Environmental Quality Limits Exceedances¡¦ provided by the respective environmental team. The respective construction of seawall and stone column works, which possibly caused turbid water, were carried out within silt curtain as recommended in the EIA report. Moreover there was no leakage of turbid water, abnormity or malpractice recorded during water sampling. In general, the exceedance of suspended solids concentration was considered to be attributed to other external factors, rather than the contract works.

3.6.46    Based on the weather condition and water quality results in ST, the co-occurrence of cyclone hit and turbid waters in Sep. 2014 might have combined the adverse effects on Halophila ovalis that leaded to disappearance of this short-lived and r-strategy seagrass species. Fortunately Halophila ovalis was a fast-growing species (Vermaat et al., 1995). Previous studies showed that the seagrass bed could be recovered to the original sizes in 2 months through vegetative propagation after experimental clearance (Supanwanid, 1996). Moreover it was reported to recover rapidly in less than 20 days after dugong herbivory (Nakaoka and Aioi, 1999). As mentioned, the disappeared seagrass in ST in 1995 could recover gradually after the completion of reclamation works for international airport (Fong, 1998). The seagrass beds of Halophila ovalis might recolonize the mudflat of ST through seed reproduction as long as there was no unfavourable condition in the coming months.

Recolonization of seagrass beds

3.6.47    Figure 3.10 of Appendix O shows the recolonization of seagrass bed area in ST from Dec. 2014 to Jun. 2017. From Mar. to Jun. 2015, 2-3 small patches of Halophila ovalis were newly found coinhabiting with another seagrass species Zostera japonica. But its total patch area was still very low relative to the previous records. The recolonization rate was low while cold weather and insufficient sunlight were possible factors between Dec. 2014 and Mar. 2015. Moreover, it would need to compete with seagrass Zostera japonica for substratum and nutrient. Since Zostera japonica had extended and had covered the original seagrass bed of Halophila ovalis at certain degree. From Jun. 2015 to Mar. 2016, the total seagrass area of Halophila ovalis had increased rapidly from 6.8 m2 to 230.63 m2. It had recolonized its original patch locations and covered Zostera japonica. In Jun. 2016, the total seagrass area increased sharply to 4707.3 m2. Similar to the previous records of Mar to Jun. 2014, the original patch area increased further to a horizontally long strand. Another large seagrass beds colonized the lower tidal zone (1.0-1.5 m above C.D.). In Sep. 2016, this patch extended much and covered significant soft mud area of ST, resulting in sharp increase of total area (24245 m2). It indicated the second extensive colonization of this r-strategy seagrass. In Dec. 2016, this extensive seagrass patch decreased in size and had separated into few, undistinguishable patches. Moreover, the horizontal strand nearby the mangrove vegetation decreased in size (Figure 3.10 of Appendix O). The total seagrass bed decreased to 12550 m2. From Mar. to Jun. 2017, the seagrass bed area remained generally stable (12438-17046.5 m2) but the vegetation coverage fluctuated (20-50% in Mar. 2017 to 80-100% in Jun. 2017).

Re-disappearance of seagrass bed

3.6.48    In Sep 2017, the whole seagrass bed of Halophila ovalis disappeared again along the shore of TC3 and ST (Figure 3.11 of Appendix O). It was similar to the case between Sep. and Dec. 2014. As mentioned, strong water current (e.g. cyclone) or deteriorated water quality (e.g. high turbidity) were the possible causes.

3.6.49    Between the survey periods of Jun. and Sep. 2017, there were four tropical cyclone records in Hong Kong (Merbok in 12-13th, Jun.; Roke in 23rd, Jul.; Hato in 22-23rd, Aug.; Pakhar in 26-27th, Aug.) (online database of Hong Kong Observatory). All of them reaches signal 8 or above especially Hato (highest signal 10).

3.6.50    According to the water quality monitoring results (Jul. to Aug. 2017) of the two closest monitoring stations SR3 and I5 of the respective EM&A programme, the overall water quality was in normal fluctuation. There was one exceedance of suspended solids (SS) at SR3 on 12 Jul. 2017. The SS concentration reached 24.7 mg/L during mid-ebb tide. It exceeded the Action Level (23.5 mg/L) but was far below the Limit Level (34.4 mg/L). Since such exceedance was slight and temporary, its effect to seagrass bed should be minimal.

3.6.51    Overall, the disappearance of seagrass beds in ST was believed the cause of serial cyclone hit in Jul and Aug. 2017. Based on previous findings, the seagrass beds of both species were expected to recolonize the mudflat as long as the vicinal water quality was normal. The whole recolonization process (from few, small patches to extensive strand) would be gradual lasting 1.5 to 2 years. From Dec. 2017 to Mar. 2018, there was still no recolonization of few, small patches of seagrass at the usual location. It was different from previous re-colonization (Mar. 2015 - Jun. 2017) Until Jun. 2018 (present survey), new, small seagrass patches were found at the usual location (seaward side of mangrove plantation at 2.0 m C.D.) again (Figure 3.11 of Appendix O). It showed the recolonization of seagrass bed while it was expected to grow to an extensive seagrass bed in 1.5-2 years.

Impact of the HKLR project

3.6.52    It was the 23rd survey of the EM&A programme during the construction period. Throughout the monitoring period, the disappearance of seagrass beds was believed the cause of cyclone hits rather than impact of HKLR project. In present survey, new seagrass beds were found showing gradual recolonization of seagrass.

Intertidal Soft Shore Communities

3.6.53    Table 3.3 and Figure 3.12 of Appendix O show the types of substratum along the horizontal transect at every tidal level in all sampling zones. The relative distribution of different substrata was estimated by categorizing the substratum types (Gravels & Boulders / Sands / Soft mud) of the ten random quadrats along the horizontal transect. The distribution of substratum types varied among tidal levels and sampling zones:

¡P            In TC1, high percentages of ¡¥Gravels and Boulders¡¦ (80-100%) were recorded at all tidal levels. Low distribution of ¡¥Sands¡¦ (20%) was recorded at high and low tidal levels .

¡P            In TC2, high percentage of ¡¥Sands¡¦ (70%) was recorded at high tidal level followed by ¡¥Gravels and Boulders¡¦ (20%). At mid tidal level, there was even distribution of ¡¥Sands¡¦ (50%) and ¡¥Soft mud¡¦ (40%). At low tidal level, the major substratum type was 'Soft mud' (70%) followed by ¡¥Sands¡¦ (30%).

¡P            In TC3, high percentages of ¡¥Sands¡¦ (70-100%) were recorded at high and mid tidal levels. Low percentage of ¡¥Soft mud¡¦ (30%) was recorded at high tidal level. At low tidal level, the major substratum type was ¡¥Gravels and Boulders¡¦ (80%) .

¡P            In ST, ¡¥Gravels and Boulders¡¦ was the main substratum (100%) at high tidal level. At mid tidal level, there was high percentage of ¡¥Gravels and Boulders¡¦ (80%) followed by 'Sands' (20%). At low tidal level, the main substratum was 'Sands' (100%) .

3.6.54    There was neither consistent vertical nor horizontal zonation pattern of substratum type in all sampling zones. Such heterogeneous variation should be caused by different hydrology (e.g. wave in different direction and intensity) received by the four sampling zones.

3.6.55    Table 3.4 of Appendix O lists the total abundance, density and number of taxon of every phylum in this survey. A total of 15814 individuals were recorded. Mollusca was clearly the most abundant phylum (total abundance 15275 ind., density 509 ind. m-2, relative abundance 96.6 %). The second and third abundant phya were Arthropoda (388 ind., 13 ind. m-2, 2.5 %) and Annelida (78 ind., 3 ind. m-2, 0.5 %) respectively. Relatively other phyla were very low in abundances (density £1 ind. m+, relative abundance £0.2 %). Moreover, the most diverse phylum was Mollusca (37 taxa) followed by Arthropoda (14 taxa) and Annelida (8 taxa). There was 1 taxon recorded only for other phyla.

3.6.56    The taxonomic resolution and complete list of recorded fauna are shown in Annexes IV and V of Appendix O respectively. According to the latest identification key of potamidid snails in Hong Kong mangroves published by Agriculture, Fisheries and Conservation Department (details see AFCD, 2018), the names of following gastropod species were revised:

¡P       Cerithidea cingulata was revised as Pirenella asiatica

¡P       Cerithidea djadjariensis was revised as Pirenella incisa

¡P      Cerithidea rhizophorarum was revised as Cerithidea moerchii

 

3.6.57    Table 3.5 of Appendix O shows the number of individual, relative abundance and density of each phylum in every sampling zone. The total abundance (2913-5756 ind.) varied among the four sampling zones while the phyla distributions were similar. In general, Mollusca was the most dominant phylum (no. of individuals: 2838-5613 ind; relative abundance 92.6-98.0%; density 378-748 ind. m-2). Other phyla were much lower in number of individuals. Arthropoda (48-197 ind.; 1.5-6.0 %; 6-26 ind. m-2) was the second abundant phylum. Annelida (30-32 ind.; 0.5-1.0 %; 4 ind. m-2) was the third abundant phylum in TC2 and TC3. Sipuncula was common but in low abundance in TC1, TC2 and TC3 (7-13 ind.; 0.2-0.3 %; 1-2 ind. m-2). Similarly, Cnidaria (sea anemone) was common in ST (11 ind.; 0.4%; 1 ind. m-2). Relatively other phyla were very low in abundance in all sampling zones.

Dominant species in every sampling zone

3.6.58    Table 3.6 of Appendix O lists the abundant species (relative abundance >10 %) in every sampling zone. In the present survey, most of the listed abundant species were of low to moderate densities (50-250 ind. m-2). Few listed species of high or very high density (> 250 ind. m-2) were regarded as dominant species. Other listed species of lower density (< 50 ind. m-2) were regared as common species.

3.6.59    In TC1, the substratum was mainly ¡¥Gravels and Boulders¡¦ at all tidal levels. It was dominated by gastropod Batillaria multiformis (264 ind. m-2, relative abundance 55 %) at high density followed by gastropod Pirenella incisa (115 ind. m-2, 24 %) at low-moderate density. At mid tidal level, there were few gastropods Batillaria multiformis (180 ind. m-2, 33 %), Monodonta labio (106 ind. m-2, 19 %), Pirenella incisa (70 ind. m-2, 13 %) at low-moderate densities. And the rock oyster Saccostrea cucullata (119 ind. m-2, 22 %, attached on boulders) was also abundant. At low tidal level, rock oyster Saccostrea cucullata (158 ind. m-2, 30 %) was abundant with other abundant gastropods Monodonta labio (111 ind. m-2, 21 %) and Pirenella incisa (57 ind. m-2, 11 %) .

3.6.60    In TC2, the substratum was mainly 'Sands' at high tidal level. Gastropod Pirenella incisa was clearly dominant at high density (301 ind. m-2, 54 %). At mid tidal level (main substratum types 'Sands' and 'Soft mud'), gastropods Pirenella incisa (124 ind. m-2, 25 %), Batillaria zonalis (89 ind. m-2, 18 %) and rock oyster Saccostrea cucullata (122 ind. m-2, 24 %, attached on boulders) were abundant at low-moderate densities. At low tidal level (main substratum type ¡¥Soft mud¡¦), rock oyster Saccostrea cucullata was abundant at low-moderate density (72 ind. m-2, 29 %) followed by common gastropods Pirenella incisa (41 ind. m-2, 16 %), Batillaria zonalis (41 ind. m-2, 16 %) and barnacle Balanus amphitrite (31 ind. m-2, 12 %, attached on boulders).

3.6.61    In TC3, the major substratum types were mainly ¡¥Sands¡¦ at high and mid tidal levels. Gastropod Pirenella incisa (369-383 ind. m-2, 42-56 %) was dominant followed by other abundant gastropods Batillaria multiformis (136-158 ind. m-2, 18-20 %) and Pirenella asiatica (120-223 ind. m-2, 18-26 %). At low tidal level (major substratum: ¡¥Gravels and Boulders¡¦), rock oyster Saccostrea cucullata (301 ind. m-2, 40 %, attached on boulders) was dominant at high density followed by gastropod Monodonta labio (180 ind. m-2, 24 %) .

3.6.62    In ST, the major substratum types were mainly ¡¥Gravels and Boulders¡¦ at high and mid tidal levels. At high tidal level, gastropods Monodonta labio (163 ind. m-2, 31 %), Batillaria multiformis (102 ind. m-2, 20 %), rock oyster Saccostrea cucullata (73 ind. m-2, 14 %, attached on boulders) and limpet Cellana toreuma (62 ind. m-2, 12 %) were abundant at low-moderate densities. At mid tidal level, rock oyster Saccostrea cucullata (174 ind. m-2, 33%) and Monodonta labio (88 ind. m-2, 17 %) were abundant at low-moderate densities followed by common gastropod Pirenella incisa (50 ind. m-2, 10 %). At low tidal level (major substratum type: ¡¥Sands¡¦), there were three common species including gastropods Pirenella incisa (31 ind. m-2, 25 %), Batillaria zonalis (16 ind. m-2, 13 %) and rock oyster Saccostrea cucullata (26 ind. m-2, 21%) .

3.6.63    In general, there was no consistent zonation pattern of species distribution across all sampling zones and tidal levels. The species distribution should be determined by the type of substratum primarily. In general, gastropods Pirenella incisa (total number of individuals: 3953 ind., relative abundance 25.0 %), Batillaria multiformis (2516 ind., 15.9 %), Pirenella asiatica (1333 ind., 8.4 %) and Batillaria zonalis (670 ind., 4.2 %) were the most commonly occurring species on sandy and soft mud substrata. Rock oyster Saccostrea cucullata (2830 ind., 17.9 %), gastropod Monodonta labio (1888 ind., 11.9 %) and limpet Cellana toreuma (391 ind., 2.5 %) were the commonly occurring species inhabiting gravel and boulders substratum.

Biodiversity and abundance of soft shore communities

3.6.64    Table 3.7 of Appendix O shows the mean values of species number, density, biodiversity index H¡¦ and species evenness J of soft shore communities at every tidal level and in every sampling zone. As mentioned above, the differences among sampling zones and tidal levels were determined by the major type of substratum primarily .

3.6.65    Among the sampling zones, there was no obvious difference of mean species number regardless of tidal levels. The mean species numbers ranged 10-11 spp. 0.25 m-2 among all sampling zones. The mean density of TC3 (767 ind. m-2) were higher than TC1 (517 ind. m-2) followed by TC2 and ST (388-436 ind. m-2). The higher mean density of TC3 was mainly accounted by one dominant gastropod at high and mid tidal levels. Such dominance resulted in lower H¡¦ (1.3) in TC3 compared to other sampling zones (1.5-1.6). The J was similar (0.6-0.7) among all sampling zones.

3.6.66    Across the tidal levels, there were slightly increasing trends of mean species number and density from high to low tidal level in TC1 and TC3 but vice versa in TC2 and ST. For the mean H¡¦, there were generally increasing trends from high to low tidal level in TC1, TC2 and TC3. But there was no consistent difference of J observed across the tidal levels. In general, the spatial differences of these biological parameters were highly related to substratum types.

3.6.67    Figures 3.13 to 3.16 of Appendix O show the temporal changes of mean species number, mean density, H¡¦ and J at every tidal level and in every sampling zone along the sampling months. In general, all the biological parameters fluctuated seasonally throughout the monitoring period. Lower mean species number and density were recorded in dry season (Dec.) but the mean H' and J fluctuated within a stable range.

3.6.68    From Jun. to Dec. 2017, there were steady decreasing trends of mean species number and density in TC2, TC3 and ST regardless of tidal levels. It might be an unfavourable change reflecting environmental stresses. The heat stress and serial cyclone hit were believed the causes during the wet season of 2017. From Mar. to Jun. 2018 (present survey), increases of mean species number and density were observed in all sampling zones. It indicated the recovery of intertidal community.

Impact of the HKLR project

3.6.69    It was the 23rd survey of the EM&A programme during the construction period. Based on the results, impacts of the HKLR project were not detected on intertidal soft shore community. In case of other abnormal phenomena (e.g. rapid or consistent decline of fauna densities and species number) are observed, it would be reported as soon as possible.

3.7                Solid and Liquid Waste Management Status

3.7.1      The Contractor registered with EPD as a Chemical Waste Producer on 12 July 2012 for the Contract. Sufficient numbers of receptacles were available for general refuse collection and sorting.

3.7.2      The summary of waste flow table is detailed in Appendix K.

3.7.3      The Contractor was reminded that chemical waste containers should be properly treated and stored temporarily in designated chemical waste storage area on site in accordance with the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes.

3.8                Environmental Licenses and Permits

3.8.1      The valid environmental licenses and permits during the reporting period are summarized in Appendix L.


4        Environmental Complaint and Non-compliance

4.1.1      The detailed air quality, noise, water quality and dolphin exceedances are provided in Appendix M. Also, the summaries of the environmental exceedances are presented as follows:

Air Quality

4.1.2      No Action and Limit Level exceedances of 1-hr TSP were recorded at AMS5 and AMS6 during the reporting period. No Action and Limit Level exceedances of 24-hr TSP were recorded at AMS5. One Limit Level exceedance of 24-hr TSP was recorded at AMS6 during the reporting period.

Noise  

4.1.3      An Action Level exceedance was recorded as a complaint was received during reporting period.  No Limit Level exceedances for noise were recorded during daytime on normal weekdays of the reporting period.

Water Quality

4.1.4      No Action and Limit Level exceedances of turbidity level and no Action Level exceedances of suspended solids level were recorded during reporting period. 13 Action Level exceedances and 5 Limit Level of dissolved oxygen level were recorded during the reporting period. 2 Action Level exceedances of suspended solids level were recorded during the reporting period.

Dolphin

4.1.5      There was one Limit Level exceedances of dolphin monitoring for the quarterly monitoring data (between June 2018 ¡V August 2018). According to the contractor¡¦s information, the marine activities undertaken for HKLR03 during the quarter of June 2018 ¡V August 2018 included seawall construction and box culvert construction.

4.1.6      There is no evidence showing the current LL non-compliance directly related to the construction works of HKLR03 (where the amounts of working vessels for HKLR03 have been decreasing), although the generally increased amount of vessel traffic in NEL during the impact phase has been partly contributed by HKLR03 works since October 2012. It should also be noted that reclamation work under HKLR03 (adjoining the Airport Island) situates in waters which has rarely been used by dolphins in the past, and the working vessels under HKLR03 have been travelling from source to destination in accordance with the Marine Travel Route to minimize impacts on Chinese White Dolphin (CWD). In addition, the contractor will implement proactive mitigation measures such as avoiding anchoring at Marine Department¡¦s designated anchorage site ¡V Sham Shui Kok Anchorage (near Brothers Island) as far as practicable.

4.1.7      All dolphin protective measures are fully and properly implemented in accordance with the EM&A Manual. According to the Marine Travel Route Plan, the travelling speed of vessels must not exceed 5 knots when crossing the edge of the proposed marine park. The Contractor will continue to provide training for skippers to ensure that their working vessels travel from source to destination to minimize impacts on Chinese White Dolphin and avoid anchoring at Marine Department¡¦s designated anchorage site - Sham Shui Kok Anchorage (near Brothers Island) as far as practicable. Also, it is recommended to complete the marine works of the Contract as soon as possible so as to reduce the overall duration of impacts and allow the dolphins population to recover as early as possible.


 

4.2               Summary of Environmental Complaint, Notification of Summons and Successful Prosecution

4.2.1      During the reporting period, a complaint (Complaint No. COM-2018-142) in relation to the environmental impacts (Noise impact) was received on 29 June 2018. A further complaint related to same issue was received on 6 July 2018. A summary of environmental complaint for June 2018 and July 2018 is presented in Table 4.1.

Table 4.1         A Summary of Environmental Complaint for the Reporting Period

Environmental Complaint No.

Date of Complaint Received

Description of Environmental Complaint

Complaint No COM-2018-142

EPD (ENPO referred the email to SOR, Contractor and ET on 29 June 2018 and 6 July 2018)

Noise

 

4.2.2      According to the Contractor¡¦s information, while the Contractor commenced the excavation for the landscaping works at areas along the original coastline and outside Cathay Dragon House / Dragonair & CNAC (Group) Building, they encountered a zone of extremely hard bedrock layer. The Contractor had to undertake the breaking of such bedrock layer.

4.2.3      After receiving the complaint, the Contractor has implemented the following mitigation measures immediately:

¡P       A hydraulic breaker with smaller capacity had been used in order to reduce noise generated from the rock breaking operation.

¡P       The breaking tip of hydraulic breaker used for rock breaking operation had been wrapped by muffler.

¡P       The rock breaking works outside the Cathay Dragon House/ Dragonair & CNAC (Group) Building had moved immediately further away to the north-eastern corner of the Building.

4.2.4      As confirmed by Contractor, breaking of any hard substances including rock/stone, concrete etc. will not be carried out after 9 July 2018 at work area outside the Cathay Dragon House/ Dragonair & CNAC (Group) Building). ET conducted a site inspection on 10 July 2018 (around 13:15 hours), rock breaking works were not observed next to Cathay Dragon House/ Dragonair & CNAC (Group) Building.

4.2.5      Based on our investigation result, the complaint was related to Contract No. HY/2011/03. The Contractor has implemented Environmental Mitigation Implementation Schedule as per the EM&A Manual, such as cover the breaker tip with muffler; minimize the quantities of noisy plant as far as practicable. Although the rock breaking works outside the Cathay Dragon House/ Dragonair & CNAC (Group) Building were completed on 9 July 2018, the Contractor has been continuously reminded to properly implement Environmental Mitigation Measures as per the EM&A Manual to minimize the potential noise nuisance caused to the public/ surrounding.

4.2.6      The details of cumulative statistics of Environmental Complaints are provided in Appendix N.

4.2.7      No notification of summons and prosecution was received during the reporting period. Statistics on notifications of summons and successful prosecutions are summarized in Appendix M.

5        Comments, Recommendations and Conclusion

5.1.1      According to the environmental site inspections undertaken during the reporting period, the following recommendations were provided:

¡P       The Contractor was reminded to provide drip tray for the chemical containers at S9 and N4 and N13A.

¡P       The Contractor was reminded provide a lid for the water-filled barrier at N13A.

¡P       The Contractor was reminded to spray water for breaking activities at S7.

¡P       The Contractor was reminded to spray water during excavation to avoid dust emission at S15.

¡P       The Contractor was reminded to clear the stagnant water within the drip tray at S9.

¡P       The Contractor was reminded to clear the stagnant water inside the steel beam at S9.

¡P       The Contractor was reminded to clear the stagnant water inside the container at N1.  

¡P       The Contractor was reminded to clear the sand /mud inside the u-channel at N1.

¡P       The Contractor was reminded to remove sand and mud near site entrance/exit from N1.

¡P       The Contractor was reminded to remove the waste fuel filing station of S9.

¡P       The Contractor was reminded to remove the waste at N1, HMA and S9, S15 and N4a and PR10.

¡P       The Contractor was reminded to remove the stagnant water inside the drip tray at S15.

¡P       The Contractor was reminded to remove stagnant water in the hole of water-filled barrier at N4a.

¡P       The Contractor was reminded to remove the stagnant water at PR10 and N13A.

¡P       The Contractor was reminded to remove the waste on the ground at N4.

¡P       The Contractor was reminded to remove the general refuse on the ground at S15.

¡P       The Contractor was reminded to remove the general refuse on the ground from HMA.

¡P       The Contractor was reminded to remove construction waste on the ground at PR10.

¡P       The Contractor was reminded to remove the construction waste on the ground from S15.

¡P       The Contractor was reminded to remove the waste from S7, S23 and N4.

¡P       The Contractor was reminded to remove the unused gas containers from S15.

¡P       The Contractor was reminded to remove the concrete deposit at N13A.

¡P       The Contractor was reminded to dispose of the unused chemical drum as chemical waste at S15. 

¡P       The Contractor was reminded to maintain the silt curtains properly at Portion X.  

5.2               Recommendations

5.2.1      The impact monitoring programme for air quality, noise, water quality and dolphin ensured that any deterioration in environmental condition was readily detected and timely actions taken to rectify any non-compliance. Assessment and analysis of monitoring results collected demonstrated the environmental impacts of the contract. With implementation of the recommended environmental mitigation measures, the contract¡¦s environmental impacts were considered environmentally acceptable. The weekly environmental site inspections ensured that all the environmental mitigation measures recommended were effectively implemented.

5.2.2      The recommended environmental mitigation measures, as included in the EM&A programme, effectively minimize the potential environmental impacts from the contract. Also, the EM&A programme effectively monitored the environmental impacts from the construction activities and ensure the proper implementation of mitigation measures. No particular recommendation was advised for the improvement of the programme.

5.3.1      The construction phase and EM&A programme of the Contract commenced on 17 October 2012. This is the twenty-fourth Quarterly EM&A Report which summarizes the monitoring results and audit findings of the EM&A programme during the reporting period from 1 June 2018 to 31 August 2018.

Air Quality

5.3.2      No Action and Limit Level exceedances of 1-hr TSP were recorded at AMS5 and AMS6 during the reporting period. No Action and Limit Level exceedances of 24-hr TSP were recorded at AMS5. One Limit Level exceedance of 24-hr TSP was recorded at AMS6 during the reporting period.

Noise

5.3.3      An Action Level exceedance was recorded as a complaint was received during reporting period.  No Limit Level exceedances for noise were recorded during daytime on normal weekdays of the reporting period.

Water Quality

5.3.4      No Action and Limit Level exceedances of turbidity level and no Action Level exceedances of suspended solids level were recorded during reporting period. 13 Action Level exceedances and 5 Limit Level of dissolved oxygen level were recorded during the reporting period. 2 Action Level exceedances of suspended solids level were recorded during the reporting period.

       Dolphin

5.3.5      There was one Limit Level exceedance of dolphin monitoring for the quarterly monitoring data between June 2018 ¡V August 2018.

5.3.6      During the present quarter of dolphin monitoring, no adverse impact from the activities of this construction project on Chinese White Dolphins was noticeable from general observations.

5.3.7      Although dolphins rarely occurred in the area of HKLR03 construction in the past and during the baseline monitoring period, it is apparent that dolphin usage has been dramatically reduced in NEL since 2012, and many individuals have shifted away completely from the important habitat around the Brothers Islands.

5.3.8      It is critical to continuously monitor the dolphin usage in North Lantau region in the upcoming quarters, to determine whether the dolphins are continuously affected by the various construction activities in relation to the HZMB-related works, and whether suitable mitigation measure can be applied to revert the situation.

Mudflat - Sedimentation Rate

5.3.9      This measurement result was generally and relatively higher than the baseline measurement at S1, S2, S3 and S4. The mudflat level is continuously increased.

Mudflat - Ecology

5.3.10    The June 2018 survey results indicate that the impacts of the HKLR project could not be detected on horseshoe crabs and intertidal soft shore community. Throughout the monitoring period, the disappearance of seagrass beds was believed the cause of cyclone hits rather than impact of HKLR project. In June¡¦s survey, new seagrass beds were found showing gradual recolonization of seagrass.


 

Environmental Site Inspection and Audit

5.3.11    Environmental site inspection was carried out on 6, 13, 20 and 29 June 2018; 4, 11, 18 and 27 July 2018; and 1, 8, 15, 22 and 31 August 2018 . Recommendations on remedial actions were given to the Contractors for the deficiencies identified during the site inspections.

5.3.12    A complaint (Complaint No. COM-2018-142) in relation to the environmental impacts (Noise impact) was received on 29 June 2018. A further complaint related to same issue was received on 6 July 2018. Based on our investigation result, the complaint was related to Contract No. HY/2011/03.

5.3.13    No notification of summons and prosecution was received during the reporting period.


 


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