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. 47 (March 2024 to May 2024)
17 July 2024
Revision 1
Main Contractor Designer
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 was 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 provided environmental
team services to the Contract until 31 July 2020.
Meinhardt Infrastructure and Environment 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 provide environmental team services to the Contract with
effective from 1 August 2020.
Ramboll Hong Kong Limited was employed by HyD
as the Independent Environmental Checker (IEC) and Environmental Project Office
(ENPO) for the Project until 30 September 2022.
ANewR Consulting Limited has been employed by HyD as the Independent Environmental Checker (IEC) and
Environmental Project Office (ENPO) for the Project with effective from 1
October 2022.
This
is the forth-seventh 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 March 2024 to 30 May
2024.
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
|
Mar 2024
|
Apr 2024
|
May 2024
|
Air
Quality
|
1-hr
TSP at AMS5
|
4,
8, 14, 20, 26 and 28
|
2,
8, 12, 18, 24 and 30
|
6, 10, 16, 22 and 28
|
1-hr
TSP at AMS6
|
Not
applicable.(see remark 1)
|
Not
applicable.(see remark 1)
|
Not
applicable.(see remark 1)
|
24-hr
TSP at
AMS5
|
1,
7, 13, 19 and 25
|
2,
4, 10, 16, 22 and 26
|
2, 8, 16, 23, 24 and 30
|
24-hr
TSP at
AMS6
|
Not
applicable.(see remark 1)
|
Not
applicable.(see remark 1)
|
Not
applicable.(see remark 1)
|
Noise
|
4,
14, 20 and 26
|
2,
8, 18, 24 and 30
|
6, 16, 22 and 28
|
Water Quality
|
1,
4, 6, 8, 11, 13, 15, 18, 20, 22, 25, 27 and 29
|
1,
3, 5, 8, 10, 12, 15, 17, 19, 22, 24, 26 and 29
|
1, 3, 6, 8, 13, 15, 17, 20, 22, 24, 27, 29 and 31
|
Chinese
White Dolphin
|
4,
5, 15 and 20
|
3,
10, 17 and 24
|
9, 10, 23 and 28
|
Mudflat Monitoring
(Ecology)
|
11,
12 and 13
|
-
|
-
|
Mudflat Monitoring (Sedimentation rate)
|
25
|
-
|
-
|
Site Inspection
|
6,
13, 20 and 28
|
3,
10, 17 and 23
|
6, 13, 20, 28 and 31
|
Remarks:
1) The existing air quality monitoring
location AMS6 ¡V Dragonair / CNAC (Group)Building
(HKIA) was handed over to Airport Authority Hong Kong on 31 March 2021. 1-hr
and 24-hr TSP monitoring at AMS6 was temporarily suspended
starting from 1 April 2021. A new alternative air quality monitoring location
is still under processing during the reporting period.
The access to the WQM station
SR4(N2) (Coordinate: E814688, N817996) is being blocked by the silt curtains of
the Tung Chung New Town Extension (TCNTE) project. Water
quality monitoring has been temporarily conducted at alternative
stations, namely SR4(N3) (Coordinate: E814779, N818032) until 1 March 2023. Proposal for permanently relocating the SR4(N2)
was approved by EPD on 3 March 2023. The water quality monitoring has been
conducted at stations SR4(N3) since 3 March 2023.
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
|
0
|
Noise
|
Leq (30 min)
|
0
|
0
|
Water Quality
|
Suspended
solids level (SS)
|
0
|
0
|
Turbidity
level
|
0
|
0
|
Dissolved
oxygen level (DO)
|
0
|
0
|
Dolphin Monitoring
|
Quarterly
Analysis (March 2024 to May 2024)
|
0
|
1
|
The
Environmental Team investigated all exceedance and found that they were not
project related.
All
investigation report for exceedance of the Contract has 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 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
There was no complaints
received in relation to the environmental impacts during this reporting period.
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.
The works area WA5
was handed over to other party on 22 June 2013.
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.
Original WQM stations
IS8 and SR4(N) are located within the active work area of TCNTE project and the
access to the WQM stations IS8 (Coordinate: E814251, N818412) and SR4(N)
(Coordinate: E814705, N817859) are blocked by the silt curtains of the Tung
Chung New Town Extension (TCNTE) project. Alternative monitoring stations
IS8(N) (Coordinate: E814413, N818570) and SR4(N2) (Coordinate: E814688,
N817996) are proposed to replace the original monitoring stations IS8 and
SR4(N). Proposal for permanently relocating the aforementioned
stations was approved by EPD on 20 August 2019. The
water quality monitoring has been conducted at stations IS8(N) and SR4(N2) on
21 August 2019.
There were no marine works conducted by Contract
No. HY/2011/03 since July 2019. A proposal for temporary suspension of marine
related environmental monitoring (water quality monitoring and dolphin
monitoring for the Contract No. HY/2011/03) was justified by the ET leader and
verified by IEC in mid of September 2019 and it was approved by EPD on 24
September 2019. Water quality monitoring and dolphin monitoring for the
Contract will not be conducted starting from 1 October 2019 until marine works
(i.e. toe loading removal works) be resumed. As discussed with Contract No.
HY/2012/08, they will take up the responsibility from Contract No. HY/2011/03
for the dolphin monitoring works starting from 1 October 2019.
According to
information received in January 2020, the works area WA3 and WA4 were handed
over to Highways Department on 23 December 2019 and 14 March 2019 respectively.
The role and responsibilities as the
IEC of the Contract has been taken up by Mr. Manson Yeung instead of Mr. Ray
Yan since 18 May 2020.
Mr. Leslie Leung was
Environmental Team Leader of the Contract for July 2020. The role and
responsibilities as the Environmental Team Leader of the Contract has been
taken up by Ms. Claudine Lee with effective from 1 August 2020.
The existing air
quality monitoring location AMS6 ¡V Dragonair / CNAC
(Group) Building (HKIA) was handed over to Airport Authority Hong Kong on 31
March 2021. 1-hr and 24-hr TSP monitoring at AMS6 was temporarily
suspended starting from 1 April 2021. A new alternative air quality
monitoring location is still under processing.
The role and
responsibilities as the IEC of the Contract has been taken up by Mr Brian Tam
instead of Mr Manson Yeung since 12 April 2021.
The role and
responsibilities as the IEC of the Contract has been taken up by Mr Adi Lee
instead of Mr Brian Tam since 3 May 2022.
The role and
responsibilities as the IEC of the Contract has been taken up by Mr Brian Tam
instead of Mr Adi Lee since 25 July 2022.
The role and
responsibilities as the ENPO Leader of the Contract has been taken up by Mr
Louis Kwan from ANewR Consulting Limited instead of
Mr H.Y. Hui from Ramboll Hong Kong Limited Since 1 October 2022.
The role and
responsibilities as the IEC of the Contract has been taken up by Mr James Choi
from ANewR Consulting Limited instead of Mr Brian Tam
from Ramboll Hong Kong Limited since 1 October 2022.
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 WA5 and WA7 were
handed over to other party on 22 June 2013 and 28 February 2018 respectively.
The works area WA3 and WA4 were handed over to Highways Department on 23
December 2019 and 14 March 2019 respectively. Figure 1.1 shows the project site boundary. The
works areas are shown in Appendix C.
1.1.4
BMT Hong Kong Limited was
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) and provided environmental team services to the
Contract until 31 July 2020.
1.1.5
Meinhardt Infrastructure and Environment 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 provide environmental team
services to the Contract with effective from 1 August 2020. Ramboll Hong
Kong Limited was employed by HyD as the Independent
Environmental Checker (IEC) and Environmental Project Office (ENPO) for the
Project until 30 September 2022. ANewR Consulting
Limited has been appointed by HyD as the Independent
Environmental Checker (IEC) and Environmental Project Office (ENPO) for the
Project since 1 October 2022. The project
organization with regard to the environmental works is provided in Appendix A.
1.1.6
This is the forth-seventh
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 Mar 2024 to 31 May 2024.
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
|
Landscape
maintenance works
|
SHT East Portal
|
Removal
of Temporary Toe Loading Platform
|
Portion X
|
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/IS8(N), IS(Mf)9 & IS10(N),
¡P Control/Far
Field Stations:
CS2(A) & CS(Mf)5,
¡P Sensitive
Receiver Stations:
SR3(N), SR4(N)/ SR4(N2), SR5(N), SR10A(N) &
SR10B(N2)
|
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
|
--
|
Remarks:
1) Original WQM stations IS8 and SR4(N) are
located within the active work area of TCNTE project and the access to the WQM
stations IS8 (Coordinate: E814251, N818412) and SR4(N) (Coordinate: E814705,
N817859) are blocked by the silt curtains of the Tung Chung New Town Extension
(TCNTE) project. Alternative monitoring stations IS8(N) (Coordinate: E814413,
N818570) and SR4(N2) (Coordinate: E814688, N817996) are proposed to replace the
original monitoring stations IS8 and SR4(N). Proposal for permanently relocating
the aforementioned stations was approved by EPD on 20
August 2019. The water quality monitoring has been conducted at stations IS8(N)
and SR4(N2) on 21 August 2019.
2) The access to the WQM station SR4(N2)
(Coordinate: E814688, N817996) is being blocked by the silt curtains of the
Tung Chung New Town Extension (TCNTE) project. Water quality monitoring has
been temporarily conducted at alternative stations, namely SR4(N3) (Coordinate:
E814779, N818032) until 1 March 2023. Proposal for permanently relocating the
SR4(N2) was approved by EPD on 3 March 2023. The water quality monitoring has
been conducted at stations SR4(N3) since 3 March 2023.
2.2
Action and
Limit Levels
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.
2.3.1
The Event Actions Plans for air
quality, noise, water quality, dolphin monitoring and mudflat monitoring and
Action Plan for Landscape Works are annexed in Appendix D.
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
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. Most of the necessary mitigation measures were
implemented properly.
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. The existing air quality monitoring location AMS6 ¡V Dragonair / CNAC (Group) Building (HKIA) was handed over to
Airport Authority Hong Kong on 31 March 2021. 1-hr and 24-hr TSP monitoring at
AMS6 was temporarily suspended starting from 1 April
2021.
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)
|
Mar 2024
|
AMS5
|
76
|
37-211
|
352
|
500
|
AMS6
|
|
|
360
|
Apr 2024
|
AMS5
|
65
|
36-77
|
352
|
AMS6
|
|
|
360
|
May 2024
|
AMS5
|
70
|
25-113
|
352
|
AMS6
|
|
|
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)
|
Mar
2024
|
AMS5
|
61
|
39-104
|
164
|
260
|
AMS6
|
|
|
173
|
Apr
2024
|
AMS5
|
41
|
26-61
|
164
|
AMS6
|
|
|
173
|
May
2024
|
AMS5
|
33
|
11-83
|
164
|
AMS6
|
|
|
173
|
3.2.2
No Action and Limit Level exceedances of 1-hr TSP and
24-hr TSP were recorded at AMS5 during the reporting period.
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)
|
Mar 2024
|
NMS5
|
63
|
60-66
|
When one documented complaint is received
|
75
|
Apr 2024
|
58
|
57-60
|
May 2024
|
60
|
58-61
|
3.3.2
No Action/Limit Level
exceedances for noise were recorded during daytime on normal weekdays of the
reporting period.
3.3.3
Other noise sources during the noise monitoring
included aircraft/helicopter noise, construction activities by other parties
and human activities nearby.
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 O.
3.4.2
For marine water quality monitoring, no Action Level and Limit Level
exceedances of dissolved oxygen level, turbidity level and suspended solid
level were recorded during the reporting period.
3.4.3
Water quality impact sources during water quality monitoring were nearby
construction activities by other parties and nearby operating vessels by other
parties.
3.5
Dolphin
Monitoring Results
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
Northwest Lantau (NWL) and Northeast (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.
3.5.6
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).
3.5.7
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
3.5.8
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.
3.5.9
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.
3.5.10 During the period of March 2024 to May 2024, six sets of systematic
line-transect vessel surveys were conducted to cover all transect lines in NWL
and NEL survey areas twice per month.
3.5.11 From these surveys, a total of 800.02 km of survey effort was
collected, with 99.0% of the total survey effort being conducted under favourable weather conditions (i.e. Beaufort Sea State 3 or
below with good visibility). Among the two areas, 288.90 km and 511.12 km of
survey effort were conducted in NEL and NWL survey areas respectively.
3.5.12 The total survey effort conducted on primary lines was 572.26 km,
while the effort on secondary lines was 227.76 km. Survey effort conducted on
both primary and secondary lines were considered to be
on-effort survey data. A summary table of the survey effort is shown in Annex
I of Appendix J.
3.5.13 During the six sets of monitoring surveys conducted between March
and May 2024, a total of three groups of five Chinese White Dolphins was
sighted, with the summary table of dolphin sighting shown in Annex II of
Appendix J. All three dolphin groups were sighted on primary line during
on-effort search.
3.5.14 In the quarterly period, two of the three dolphin groups were
sighted in NWL, and a single dolphin was sighted in NEL. Notably, this dolphin
sighting made in NEL was exceptionally rare, as dolphins have not been sighted
in NEL waters since February 2018, and only three groups of dolphins were
sighted there in the past decade.
Distribution
3.5.15 Distribution of dolphin sighting made during HKLR03 monitoring
surveys conducted from March to May 2024 is shown in Figure 1 of Appendix J. The three dolphin
sightings were scattered at the southwestern corner of the NWL survey area, at
the northeast corner of Lung Kwu Chau, and to the
north of Siu Mo To near the Brothers Islands,
respectively. The dolphin sightings were located very far away from the HKLR03
and HKBCF reclamation sites as well as along the TMCLKL bridge alignments (Figure 1 of Appendix J).
3.5.16 Sighting distribution of dolphins during the present impact phase
monitoring period (March- May 2024)
was drastically different from the one during the baseline monitoring period (Figure
1 of Appendix J). In the present quarter, only an exceptionally
rare dolphin sighting was made in the NEL region, which was in stark contrast
to their frequent occurrences 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 near-absence of
NEL region by the dolphins has been consistently recorded in the past decade of
HKLR03/TMCLKL monitoring.
3.5.17 In NWL survey area, dolphin occurrence was also drastically
different between the baseline and impact phase periods. During the present
impact monitoring period, dolphins were rarely sighted there, and their
distribution was restricted to the southwestern corner of the survey area and
near Lung Kwu Chau. This was in stark contrast to
their frequent occurrences throughout NWL waters 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 winter months in 2019-24. Across
the six periods, the majority of dolphin sightings were made consistently and
exclusively at the western end of the North Lantau region (except the
exceptionally rare sighting made in NEL during the spring period of 2024 (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).
Table 3.4 Dolphin
Encounter Rates (Sightings Per 100 km of Survey Effort) During Reporting Period
(Mar 2024
to May 2024)
SURVEY AREA
|
DOLPHIN MONITORING DATES
|
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)
|
Primary Lines
Only
|
Primary Lines
Only
|
Northeast Lantau
|
Set 1 (4 & 5 Mar 2024)
|
0.00
|
0.00
|
Set 2 (15 & 20 Mar 2024)
|
0.00
|
0.00
|
Set 3 (2 & 8 Apr 2024)
|
0.00
|
0.00
|
Set 4 (11 & 18 Apr 2024)
|
2.87
|
2.87
|
Set 5 (9 & 10 May 2024)
|
0.00
|
0.00
|
Set 6 (23 & 28 May 2024)
|
0.00
|
0.00
|
Northwest
Lantau
|
Set 1 (4 & 5 Mar 2024)
|
1.76
|
3.52
|
Set 2 (15 & 20 Mar 2024)
|
1.67
|
3.34
|
Set 3 (2 & 8 Apr 2024)
|
0.00
|
0.00
|
Set 4 (11 & 18 Apr 2024)
|
0.00
|
0.00
|
Set 5 (9 & 10 May 2024)
|
0.00
|
0.00
|
Set 6 (23 & 28 May 2024)
|
0.00
|
0.00
|
Table 3.5 Comparison of average dolphin encounter rates from impact monitoring
period (Mar 2024 to May 2024) and baseline monitoring period (September ¡V
November 2011)
|
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)
|
March 2024 ¡V May 2024
|
September
¡V November 2011
|
March 2024 ¡V May 2024
|
September
¡V November 2011
|
Northeast Lantau
|
0.48 ¡Ó 1.17
|
6.00 ¡Ó 5.05
|
0.48 ¡Ó 1.17
|
22.19 ¡Ó 26.81
|
Northwest Lantau
|
0.57 ¡Ó 0.89
|
9.85 ¡Ó 5.85
|
1.14 ¡Ó 1.77
|
44.66 ¡Ó 29.85
|
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.
3.5.20 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. For this quarter, the
encounter rates of sightings (STG) and dolphins (ANI) in NWL were 0.40
sightings and 0.80 dolphins per 100 km of survey effort respectively, while the
encounter rates of sightings (STG) and dolphins (ANI) in NEL were 0.35
sightings and 0.35 dolphins per 100 km of survey effort respectively.
3.5.21 In NEL, the average dolphin encounter rates (both STG and ANI) in
the present three-month impact monitoring period were both 0.48 at
exceptionally low level (note: the sighting of this lone animal was extremely
rare in NEL), and such near-absence of dolphins in NEL have been consistently
recorded in past quarters of HKLR03/TMCLKL monitoring since HKLR03 construction
began in late 2012 (Table 3.6). This is a serious concern as the dolphin
occurrence in NEL in the past eight years have remained nil when compared to
the baseline period. Dolphins have been virtually absent from NEL waters since
the second half of 2015, 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 Winter Quarters of Impact Monitoring Period and Baseline
Monitoring Period (Sep ¡V Nov 2011)
|
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
|
March-May
2013 (HKLR03 Impact)
|
0.42 ¡Ó 1.03
|
0.42 ¡Ó 1.03
|
March-May
2014 (HKLR03 Impact)
|
0.00
|
0.00
|
March-May
2015 (HKLR03 Impact)
|
0.00
|
0.00
|
March-May 2016
(HKLR03 Impact)
|
0.00
|
0.00
|
March-May
2017 (HKLR03 Impact)
|
0.00
|
0.00
|
March-May
2018 (HKLR03 Impact)
|
0.00
|
0.00
|
March-May
2019 (HKLR03 Impact)
|
0.00
|
0.00
|
March-May
2020 (HKLR03 Impact)
|
0.00
|
0.00
|
March-May 2021
(TMCLKL Post-Construction)
|
0.00
|
0.00
|
March-May
2022 (TMCLKL Post-Construction)
|
0.00
|
0.00
|
March-May
2023 (HKLR03 Impact)
|
0.00
|
0.00
|
March
2024-May 2024 (HKLR03 Impact)
|
0.48
¡Ó 1.17
|
0.48
¡Ó 1.17
|
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.
3.5.22 On the other hand, the average dolphin encounter rates (STG and ANI)
in NWL during the present impact phase monitoring period 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).
3.5.23 Notably, when comparing among the 11 quarterly periods in spring
months since 2013, the quarterly encounter rates in NWL in the past three
spring periods plummeted to an exceptionally low level (Table 3.7). The
dramatic drop in dolphin occurrence in NWL in recent years should raise serious
concerns, and such temporal trend should be closely monitored in the upcoming
monitoring quarters as the construction activities of HKLR03 works will soon be
completed in coming months.
Table 3.7 Comparison
of Average Dolphin Encounter Rates in Northwest Lantau Survey Area from All
Winter Quarters of Impact Monitoring Period and Baseline Monitoring Period (Sep
¡V Nov 2011)
|
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
|
March-May
2013 (HKLR03 Impact)
|
7.75 ¡Ó 3.96
|
24.23 ¡Ó 18.05
|
March-May
2014 (HKLR03 Impact)
|
6.51 ¡Ó 3.34
|
19.14 ¡Ó 7.19
|
March-May
2015 (HKLR03 Impact)
|
0.47 ¡Ó 0.73
|
2.36 ¡Ó 4.07
|
March-May
2016 (HKLR03 Impact)
|
0.98 ¡Ó 1.10
|
4.78 ¡Ó 6.85
|
March-May
2017 (HKLR03 Impact)
|
0.93 ¡Ó 1.03
|
5.25 ¡Ó 9.53
|
March-May
2018 (HKLR03 Impact)
|
2.88 ¡Ó 4.81
|
11.12 ¡Ó 22.46
|
March-May
2019 (HKLR03 Impact)
|
1.13 ¡Ó 1.39
|
2.54 ¡Ó 3.00
|
March-May
2020 (HKLR03 Impact)
|
0.56 ¡Ó 0.86
|
0.56 ¡Ó 0.86
|
March-May 2021
(TMCLKL Post-Construction)
|
1.13 ¡Ó 1.37
|
3.44 ¡Ó 4.26
|
March-May
2022 (TMCLKL Post-Construction)
|
0.00
|
0.00
|
March-May
2023 (HKLR03 Impact)
|
0.55 ¡Ó 0.86
|
1.35 ¡Ó 2.56
|
March-May
2024 (HKLR03 Impact)
|
0.57 ¡Ó 0.89
|
1.14 ¡Ó 1.77
|
3.5.25
For the comparison between the
baseline period and the present quarter (36th quarter of the impact
phase being assessed), the p-values for the differences in average dolphin
encounter rates of STG and ANI were 0.0036 and 0.00151 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 47
quarters of the HKLR03/TMCLKL monitoring programme
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 dramatically
and 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 eight years throughout the HZMB construction.
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. Not only there has been no
sign of recovery of dolphin usage, such usage has
continued to fall to near-absence level for the entire region, even though
almost all marine works associated with the HZMB construction have been
completed, and the Brothers Marine Park has been established in late 2016 as a
compensation measure for the permanent habitat loss in association with the
HKBCF reclamation works.
Group size
3.5.29 Three groups of five Chinese White Dolphins were sighted during
March to May 2024, resulting in an average group size of 1.67. This was
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 from impact monitoring period (March ¡V May 2024) and baseline monitoring
period (September ¡V November 2011) (Note: ¡Ó denotes the standard deviation of the average group size)
|
Average Dolphin Group
Size
|
March 2024 ¡V May 2024
|
September ¡V November 2011
|
Overall
|
1.67 ¡Ó 0.58 (n = 3)
|
3.72 ¡Ó 3.13 (n = 66)
|
Northeast Lantau
|
1.00
(n = 1)
|
3.18 ¡Ó 2.16 (n = 17)
|
Northwest Lantau
|
2.00 ¡Ó 0.00 (n = 2)
|
3.92 ¡Ó 3.40 (n = 49)
|
3.5.30 While the average dolphin group sizes in NWL and NEL waters during
the present quarterly period were lower than the ones recorded during the
three-month baseline period, it should be cautioned that the very small sample
size of only three dolphin groups in the present quarter was only a tiny
fraction of the sample size of 66 dolphin groups sighted during the baseline
period (Table 3.8).
Habitat Use
3.5.31
From March
2024 to May 2024, only three grids in North Lantau waters
recorded dolphin occurrence (each with a single sighting) during on-effort
search. They were located to the south of HKLR09 alignment, east of Lung Kwu Chau, and north of Siu Mo To, respectively (Figures 3a
and 3b). Notably, all grids near HKLR03/HKBCF reclamation sites as well as
TMCLKL bridge alignments did not record any presence of dolphins at all during
on-effort search in the present quarterly perioda
total of three grids in North Lantau waters recorded dolphin occurrence (each
with a single sighting) during on-effort search. They were located to at the
northwest and southwest corners of the NWL survey area respectively, with
moderately low to moderately high densities (Figures 3a and 3b of
Appendix J).
3.5.32 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.
3.5.33 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 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 4 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 near absence of dolphins
there during the present impact phase period.
3.5.34 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 two grids with one sighting each
were located near Lung Kwu Chau and at the
southwestern corner of the survey area during the present impact phase period (Figure
4 of Appendix J).
Mother-calf pairs
3.5.35 During the present quarterly period, no young calf was sighted at
all among the three dolphin groups.
Activities and associations with fishing boats
3.5.36 During the present quarterly period, one of the three dolphin groups
was engaged in feeding activity, which was located just to the east of Lung Kwu Chau (Figure 5 of Appendix J). On the contrary,
none of these groups was engaged in socializing, traveling or milling/resting
activities.
3.5.37 Furthermore, none of the three dolphin groups was found to be
associated with any operating fishing vessel during the present impact phase
period.
Summary of photo-identification works
3.5.38 From March 2024 to May 2024,
around 300 digital photographs were taken during the impact phase monitoring
surveys for the photo-identification work.
3.5.39 From two of the three dolphin sightings, a total of three individual
dolphins were identified (see summary table in Annex III of Appendix J and photograph of the identified individuals in Annex IV of
Appendix J). All of them were re-sighted
only once, and their re-sightings were only made in NWL during the quarterly
period.
Individual range use
3.5.40 Ranging patterns of the three individual dolphins identified during
the three-month study period was determined by fixed kernel method,
and is shown in Annex V of Appendix J. They were all utilizing NWL waters only, but
have completely avoided NEL waters where many of them have utilized as their
core areas in the past, which is in contrary to the extensive movements between
NEL and NWL survey areas observed in the baseline period and the first two
years of impact monitoring period.
3.5.41 Notably, two of these three individuals (SL67 and WL294) have
primarily centered their range use in West and South Lantau waters in the past,
but they were re-sighted within their normal ranges and extended further into
North Lantau waters during this quarterly period ( Annex V of Appendix J).
Conclusion
3.5.42 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.
3.5.43 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.
3.5.44 It is critical to continuously monitor the dolphin usage in North
Lantau region to determine whether the dolphins are continuously affected by
the construction activities in relation to the HZMB-related works, and whether
suitable mitigation measure can be applied to revert the situation.
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 25 March 2024. The mudflat surface levels at the four established
monitoring stations and the corresponding XYZ HK1980 GRID coordinates are
presented in Table 3.8 and Table 3.9.
Table 3.8 Measured
Mudflat Surface Level Results
|
Baseline Monitoring (September 2012)
|
Impact Monitoring (Mar 2024)
|
Monitoring Station
|
Easting (m)
|
Northing (m)
|
Surface Level
(mPD)
|
Easting (m)
|
Northing (m)
|
Surface Level
(mPD)
|
S1
|
810291.160
|
816678.727
|
0.950
|
810291.144
|
816678.734
|
1.063
|
S2
|
810958.272
|
815831.531
|
0.864
|
810958.263
|
815831.530
|
1.029
|
S3
|
810716.585
|
815953.308
|
1.341
|
810716.587
|
815953.308
|
1.471
|
S4
|
811221.433
|
816151.381
|
0.931
|
811221.446
|
816151.384
|
1.159
|
Table 3.9 Comparison
of Measurement
|
Comparison of Measurement
|
Remarks and Recommendation
|
Monitoring
Station
|
Easting
(m)
|
Northing
(m)
|
Surface
Level
(mPD)
|
S1
|
-0.016
|
0.007
|
0.113
|
Level continuously increased
|
S2
|
-0.009
|
-0.001
|
0.165
|
Level continuously increased
|
S3
|
0.002
|
-0.000
|
0.101
|
Level continuously increased
|
S4
|
-0.016
|
0.007
|
0.228
|
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
Water quality monitoring in San Tau (monitoring
station SR3(N)) was conducted in March 2024 as part of mudflat monitoring. The
monitoring parameters included dissolved oxygen (DO), turbidity and suspended
solids (SS).
3.6.5
The water monitoring result for SR3(N) were
extracted and summarised in Table 3.10:
Table
3.10 Impact
Water Quality Monitoring Results (Depth Average) at Station SR3(N)
|
Mid Ebb Tide
|
Mid Flood Tide
|
DO (mg/L)
|
Turbidity (NTU)
|
SS (mg/L)
|
DO (mg/L)
|
Turbidity (NTU)
|
SS (mg/L)
|
1-Mar-2024
|
7.2
|
3.5
|
4.4
|
6.8
|
3.5
|
3.4
|
4-Mar-2024
|
6.8
|
3.1
|
3.8
|
6.7
|
3.3
|
4.0
|
6-Mar-2024
|
6.8
|
2.7
|
2.9
|
6.3
|
2.8
|
2.8
|
8-Mar-2024
|
6.6
|
3.3
|
1.9
|
6.7
|
3.1
|
3.0
|
11-Mar-2024
|
6.8
|
3.7
|
4.1
|
6.4
|
2.6
|
3.4
|
13-Mar-2024
|
7.0
|
3.1
|
2.8
|
6.6
|
2.5
|
2.5
|
15-Mar-2024
|
6.9
|
3.4
|
2.1
|
6.4
|
2.7
|
2.3
|
18-Mar-2024
|
6.5
|
2.8
|
1.9
|
6.4
|
2.5
|
2.2
|
20-Mar-2024
|
6.8
|
2.5
|
1.5
|
6.9
|
2.7
|
1.0
|
22-Mar-2024
|
6.7
|
2.6
|
1.3
|
6.6
|
2.7
|
1.6
|
25-Mar-2024
|
6.8
|
2.8
|
2.4
|
6.5
|
2.6
|
2.8
|
27-Mar-2024
|
7.0
|
2.9
|
2.5
|
6.6
|
2.8
|
2.0
|
29-Mar-2024
|
6.7
|
3.2
|
0.8
|
6.6
|
3.1
|
1.2
|
Average
|
6.8
|
3.0
|
2.5
|
6.6
|
2.8
|
2.5
|
|
Mudflat Ecology
Monitoring
Sampling Zone
3.6.6
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 March
2024 (totally 3 sampling days 12th (for ST), 13th (for
TC3), and 11th (for TC2 and TC1).
3.6.7
Since the field survey of June 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 governmental
agency units.
Horseshoe Crabs
3.6.8
Active
search method was adopted 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 hour 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 12th (for ST), 13th (for TC3), and 11th
(for TC2 and TC1) March 2024.
3.6.9
In June 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 inhabiting 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 governmental
agency units.
Seagrass Beds
3.6.10
Active search method was adopted 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 12th (for
ST), 13th (for TC3), and 11th (for TC2 and TC1) March
2024.
Intertidal Soft Shore Communities
Field Sampling
3.6.11
The intertidal soft shore community surveys were conducted in low tide
period on 12th (for ST), 13th (for TC3), 11th (for TC2 and TC1) March 2024. In every
sampling zone, three 100m horizontal transect lines were laid at high tidal
level (H: 2.0m above C.D.), mid tidal level (M: 1.5m above C.D.) and low tidal
level (L: 1.0m above C.D.). Along every horizontal transect line; ten random
quadrats (0.5 m x 0.5m) were placed.
3.6.12 Inside a quadrat, any visible epifauna was collected and was 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 was collected and identified. Finally, the top 5 cm surface
sediment was dug for visible infauna in the quadrat regardless of hand core
sample was taken.
3.6.13 All collected fauna were released after recording except some tiny
individuals that were too small to be identified on site. These tiny
individuals were taken to laboratory for identification under dissecting
microscope.
3.6.14 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
3.6.15
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
3.6.16 One dead bodies of horseshoe crabs , and two live
specimen of horseshoe crabs were recoded in present
surveys. Photo records of previously and present observed horseshoe crab is
shown in Figure 3.1 of Appendix O and the present
survey result regarding horseshoe crab are presented in Table 3.1 of Appendix O. The complete survey
records are presented in Annex II of Appendix O.
3.6.17 No Carcinoscorpius rotundicauda and two Tachypleus tridentatus were recorded in present
survey.
3.6.18 In the survey of March 2015, there was one important finding that a
mating pair of Carcinoscorpius rotundicauda was found in ST (prosomal width: male
155.1mm, female 138.2mm). It indicated the importance of ST as a breeding
ground of horseshoe crab. In June 2017, mating pairs of Carcinoscorpius
rotundicauda were 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 December 2017 and
June 2018, one mating pair was of Carcinoscorpius
rotundicauda was found in TC3 (December 2017:
male 127.80 mm, female 144.61 mm; June 2018: male 139 mm, female 149 mm). In
June 2019, two mating pairs of Tachypleus tridentatus with large body sizes (male 150mm and
Female 200mm; Male 180mm and Female 220mm) were found in TC3. Another mating
pair of Tachypleus tridentatus
was found in ST (male 140mm and Female 180mm). In March 2020, a pair of Tachypleus tridentatus
with large body sizes (male 123mm and Female 137mm was recorded in TC1. Figure
3.2 of Appendix O shows the photographic
records of the mating pair 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.
A mating pair was found in TC1 in March 2020, it 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 (March ¡V September) because tiny individuals (i.e. newly hatched)
were usually recorded in June and September every year (Figure 3.3 of Appendix O). One mating pair was
found in June 2022. 3 adult individuals (prosomal width >100mm) of Carcinoscorpius rotundicauda
were recorded in September 2022 survey, with one alive, one dead in TC3 and one
dead in TC2. June 2022, 7 large
individuals (prosomal width >100mm) of Carcinoscorpius
rotundicauda was recorded (prosomal width ranged
131.4mm - 140.3mm) in TC3. In December 2018, one large individual of Carcinoscorpius rotundicauda
was found in TC3 (prosomal width 148.9 mm). In March 2019, 3 large individuals
(prosomal width ranged 220 ¡V 310mm) of Carcinoscorpius
rotundicauda were observed in TC2. In June 2019,
there were 3 and 7 large individuals of Tachypleus
tridentatus recorded in ST (prosomal width ranged
140 ¡V 180mm) and TC3 (prosomal width ranged 150 ¡V 220mm), respectively. In
March 2020, a mating pair of Tachypleus tridentatus was recorded in TC1 with prosomal width 123
mm and 137mm. Base 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. The photo
records of the large horseshoe crab are shown in Figure 3.4 of Appendix
O. 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.
3.6.19 Some marked individuals were found in the previous surveys of
September 2013, March 2014, and September 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¡¦s 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 September 2014.
3.6.20 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
3.6.21 Figure 3.5 and 3.6 of Appendix O show the changes of number of
individuals, mean prosomal width and search record of horseshoe crabs Carcinoscorpius rotundicauda and Tachypleus tridentatus
in respectively in each sampling zone throughout the monitoring period.
3.6.22 To consider the entire monitoring
period for TC3 and ST, medium to high search records (i.e. number of
individuals) of both species (Carcinoscorpius
rotundicauda and Tachypleus
tridentatus) were usually found in wet season
(June and September). The search record of ST was higher from September 2012 to
June 2014 while it was replaced by TC3 from September 2014 to June 2015. The
search records were similar between two sampling zones from September 2015 to
June 2016. In September 2016, the search record of Carcinoscorpius
rotundicauda in ST was much higher than TC3. From
March to June 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 September 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
September. One possible reason was that the serial cyclone hit decreased
horseshoe crab activity (totally 4 cyclone records between June and September
2017, to be discussed in 'Seagrass survey' section). From December 2017 to
September 2018, the search records of both species increased again to low-moderate
level in ST and TC3. From December 2018 to September 2019, the search records
of Carcinoscorpius rotundicauda
change from very low to low while the change of Tachypleus
tridentatus was similar during this period.
Relatively higher population fluctuation of Carcinoscorpius
rotundicauda was observed in TC3. From March 2020
to September 2020, the search records of both species, Carcinoscorpius
rotundicauda and Tachypleus
tridentatus, were increased to moderate level in
ST. However, the search records of both species, Carcinoscorpius
rotundicauda and Tachypleus
tridentatus, were decreased from very low to none
in TC3 in this period. From March 2021 to September 2021, the search records of
both species, Carcinoscorpius rotundicauda and Tachypleus
tridentatus, were kept at low-moderate level in
both ST and TC3. It is similar to the previous
findings of June. It shows another growing phenomenon of horseshoe crabs and it may due to the weather variation of starting of
wet season. The survey results were different from previous findings that there
were usually higher search records in September. One possible reason was that
September of 2021 was one of the hottest month in Hong
Kong in record. As such, hot and shiny weather decreased horseshoe crab
activity. In December 2021, no juvenile was recorded similar
to the some previous in December due to the season. In March 2022, only juvenils recorded in both ST and TC3, no adult specimen was
observed. In June 2022, total of 13 individuals of Carcinoscorpius
rotundicauda and Tachypleus
tridentatus were found, with 6 juveniles, 6
adults and 1 died recorded. In September 2022, total of 7 individuals of were
found, with 4 juveniles, 3 adults (1 alive and 2 died) recorded. In March 2024,
total of 12 individuals of juveniles Carcinoscorpius
rotundicauda and Tachypleus
tridentatus were found and recorded. In June
2024, total of 27 individuals of juveniles Tachypleus
tridentatus were found and recorded. In September
2024, total of 2 individuals of juveniles Tachypleus
tridentatus were found and recorded. In December
2024, no horseshoe crab were found. In March 2024, 2
individuals of juveniles Tachypleus tridentatus were found.
3.6.23 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. There were occasional records of 1 to 4 individuals between
March and September throughout the monitoring period. The maximum record was 6
individuals only in June 2016.
3.6.24 About the body size, larger individuals
of Carcinoscorpius rotundicauda
were usually found in ST and TC1 relative to that in TC3 from September 2012 to
June 2017. But the body size was higher in TC3 and ST
followed by TC1 from September 2017 to March 2020. From June 2020 to December
2020, there was no individuals of Carcinoscorpius
rotundicauda recorded in TC3 but in ST. The body
size of Carcinoscorpius rotundicauda
in ST was recorded gradually increased (from mean prosomal width 23.6mm to
49.6mm) since March 2020 to September 2020. From December 2020 to March 2021,
the body size of Carcinoscorpius rotundicauda in ST was recorded decreased (from mean
prosomal width 49.6mm to 43.3mm). In March 2021, the body size of Carcinoscorpius rotundicauda
in TC3 (mean prosomal width 46.2mm) was recorded larger than that in ST (mean
prosomal width 43.3mm). From September 2021 to June 2022, the body size of Carcinoscorpius rotundicauda
in ST was recorded increased (from mean prosomal width 39.8mm to 54.42mm). For Tachypleus tridentatus,
larger individuals were usually found in ST and TC3 followed by TC1 throughout
the monitoring period. In June 2019, all found horseshoe crabs were large
individuals and mating pairs. It is believed that the sizes of the horseshoe
crabs would be decrease and gradually rise afterward due to the stable growth
of juveniles after the spawning season. From March 2019 to September 2021, Tachypleus tridentatus
were only recorded in TC3 and ST. The body size in TC3 was increased from
September 2019 to December 2019 then decreased in March 2020 and no recorded
species in TC3 for three consecutive quarters from June 2020 to December 2020.
From March 2020 to Sep 2021, the body size of Tachypleus
tridentatus in TC3 increased (from mean prosomal
width 34.00mm to 38.8mm). It showed a natural variation of horseshoe crab
population in TC3. Apart from natural mortality, migration from nursery soft
shore to subtidal habitat was another possible cause. The body size in ST was
gradually growth since December 2019 to September 2020 then slightly dropped in
December 2020. In June 2022, Tachypleus tridentatus were only recorded in ST, the body size in
ST decreased from mean prosomal width 77.59mm to 54.02mm in March 2022. In
September 2022 Tachypleus tridentatus were only recorded in TC3. The mean
prosomal was 61.09mm. In March 2024, 7 Tachypleus
tridentatus were recorded in ST and TC3. The mean
prosomal was 62.68mm. In March 2024, 2 Tachypleus
tridentatus were recorded in ST. The mean
prosomal was 70.55mm.
3.6.25 In general, it was obvious that the
shoreline along 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 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 substratum. Although there
were mating pairs seldomly found in TC1 and TC2, the hatching rate and survival
rate of newly hatched individuals were believed very low.
Seasonal variation of horseshoe crab
population
3.6.26 Throughout the monitoring period,
the search records of horseshoe crabs were fluctuated and at moderate ¡V very
low level in June (Figure 3.5 and 3.6 of Appendix O). Low ¡V Very low search record
was found in June 2013, totally 82 individuals of Tachypleus tridentatus and 0 ind. of Carcinoscorpius rotundicauda were found in TC1, TC3 and ST.
Compare with the search record of June 2013, the numbers of Tachypleus tridentatus were gradually decreased in June
2014 and 2015 (55 ind. in 2014 and 18 ind. in 2015); the number of Carcinoscorpius rotundicauda raise to 88 and 66 ind. in June
2014 and 2015 respectively. In June 2016, the search record increased about 3
times compare with June 2015. In total, 182 individuals of Carcinoscorpius rotundicauda and 47 individuals of Tachypleus tridentatus were noted, respectively. Then,
the search record was similar to June 2016. The number
of recorded Carcinoscorpius rotundicauda (133 ind.) slightly dropped in
June 2017. However, that of Tachypleus tridentatus rapidly increased (125 ind.). In
June 2018, the search record was low to moderate while the numbers of Tachypleus tridentatus dropped sharply (39 ind.). In
June 2019, 10 individuals of Tachypleus tridentatus were observed in TC3 and ST. All
of them, however, were large individuals (prosomal width >100mm), their records
are excluded from the data analysis to avoid mixing up with the juvenile
population living on intertidal habitat. Until September 2020, the number of Carcinoscorpius rotundicauda and Tachypleus tridentatus gradually increased to 39 ind.
and 28 ind., respectively. In December 2020, the number of Carcinoscorpius rotundicauda and Tachypleus tridentatus greatly decreased to 3 ind. and
7 ind., respectively. In March 2022, the number of Carcinoscorpius rotundicauda and Tachypleus tridentatus gradually decreased to 7 ind.
and 2 ind., respectively in comparing with the March of previous record. The
drop of abundance may be related to the unusual cold weather in the beginning
of March 2022. Throughout the monitoring period, similar distribution of
horseshoe crab population was found.
3.6.27 The search record of horseshoe
crab declined obviously in all sampling zones during dry season especially
December (Figure 3.5 and 3.6 of Appendix O) throughout the monitoring
period. Very low ¡V low search record was found in December from 2012 to 2015
(0-4 ind. of Carcinoscorpius rotundicauda and 0 ¡V 12 ind. of Tachypleus tridentatus). 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). Compare with the
search record of December from 2012 to 2015, which of December 2016 were much
higher relatively. There were totally 70 individuals of Carcinoscorpius rotundicauda and 24 individuals of Tachypleus tridentatus in TC3 and ST. Since the survey
was carried in earlier December with warm and sunny weather (~22 ºC during dawn
according to Hong Kong Observatory database, Chek Lap Kok station on 5 December
2016), the horseshoe crab was more active (i.e. move onto intertidal shore
during high tide for foraging and breeding) and easier to be found. 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 C during dawn on 19 December). The horseshoe crab activity would
decrease gradually with the colder climate. In December of
2017, 2018 and 2019, very low search records were found again as
mentioned above. No record of houseshoe crab was
recorded in December 2022 and 2024.
3.6.28 From September 2012 to December
2013, Carcinoscorpius rotundicauda was less
common species relative to Tachypleus tridentatus. Only 4 individuals were ever
recorded in ST in December 2012. This species had ever been believed of very
low density in ST hence the encounter rate was very low. In March 2014, it was
found in all sampling zones with higher abundance in ST. Based on its average
size (mean prosomal width 39.28 ¡V 49.81 mm), it indicated that breeding and
spawning of this species had occurred about 3 years ago along the coastline of
Tung Chun Wan. However, these individuals were still small while their walking
trails were inconspicuous. Hence there was no search record in previous
sampling months. Since March 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 March to
September). 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 March and June 2014 and followed by a rapid decline in
September 2014. Then the number of individuals fluctuated slightly in TC3 and
ST until March 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 March 2014. Then it varied slightly between 35-65 mm from
September 2014 to March 2017.Most of the individuals might have reached a
suitable size (e.g. prosomal width 50 ¡V 60 mm) strong enough to forage in
sub-tidal habitat. In June 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. In September 2017, moderate numbers of individual were
found in TC3 and ST indicating a stable population size. From September 2018 to
March 2020, the population size was low while natural mortality was the
possible cause. From June 2020 to September 2020, the population size of Tachypleus tridentatus increased to moderate level in
ST while the mean proposal width of them conitued to
grow and reach about 55mm. The population size of Tachypleus tridentatus slightly decreased in ST from
March 2021 to March 2022 and the mean proposal width of them increased to about
77.59mm.
3.6.30 In recent year, the 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, the number of Tachypleus tridentatus increased in ST. 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 3.7 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
September 2012 and December 2013 hence the data were lacking. In March 2014,
the major size (50% of individual records between upper (top box) and lower
quartile (bottom box)) ranged 40 ¡V 60 mm while only few individuals were found.
From March 2014 to September 2018, the median prosomal width (middle line of
whole box) and major size (whole box) decreased after March of every year. It
was due to more small individuals found in June indicating new rounds of
spawning. Also there were slight increasing trends of
body size from June to March of next year since 2015. It indicated a stable
growth of individuals. Focused on larger juveniles (upper whisker), the size
range was quite variable (prosomal width 60 ¡V 90 mm) along the sampling months.
Juveniles reaching this size might gradually migrate to sub-tidal habitats. In
March 2022, 2 Carcinoscorpius rotundicauda with body size (prosomal width
52.21-54.63mm) were found in TC3. The findings were relatively lower than the
previous record in March. This can due to the natural
variation caused by multi-environmental factors.
3.6.32 For Tachypleus tridentatus, the major size ranged 20-50 mm
while the number of individuals fluctuated from September 2012 to June 2014.
Then a slight but consistent growing trend was observed from September 2014 to
June 2015. The prosomal width increased from 25 ¡V 35 mm to 35 ¡V 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 March to September 2016, slight increasing
trend of major size was noticed again. From December 2016 to June 2017, similar
increasing trend of major size was noted with much higher number of
individuals. It reflected new round of spawning. In September 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 June and September
2017 (to be discussed in the 'Seagrass survey' section). From December 2017 to
September 2018, increasing trend was noted again. It indicated a stable growth
of individuals. From September 2018 to that of next year, the average prosomal
widths were decreased from 60mm to 36mm. It indicated new rounds of spawning
occurred during September to November 2018. In December 2019, an individual
with larger body size (prosomal width 65mm) was found in TC3 which reflected
the stable growth of individuals. In March 2020, the average prosomal width
(middle line of the whole box) of Tachypleus tridentatus in TC3 was 33.97mm which is
smaller than that in December 2019. It was in normal fluctuation. From June
2020 to December 2020, no horseshoe crab was recorded in TC3. In Sep 2021, only
one Tachypleus tridentatus with body size (prosomal width
38.78mm) was found in TC3. The decrease in the species population was considered to be related to hot weather in September,
which may affect their activity. Across the whole monitoring period, the larger
juveniles (upper whisker) usually reached 60 ¡V 80 mm in prosomal width, even 90
mm occasionally. The juveniles reaching this size might gradually migrate to
sub-tidal habitats.
Box plot of horseshoe crab populations in ST
3.6.33 Figure 3.8 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 September 2012 and December 2013 hence the data were
lacking. From March 2014 to September 2018, the size of major population decreased and more small individuals (i.e. lower whisker)
were recorded after June of every year. It indicated new round of spawning. Also there were similar increasing trends of body size from
September to June of next year between 2014 and 2017. It indicated a stable
growth of individuals. The larger juveniles (i.e. upper whisker usually ranged
60 ¡V 80 mm in prosomal width except one individual (prosomal width 107.04 mm)
found in March 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 December 2012 to December 2014
regardless of change of search record. The prosomal width increased from 15 ¡V
30 mm to 60 ¡V 70 mm. As mentioned, the large juveniles might have reached a
suitable size for migrating from the nursery soft shore to subtidal habitat.
From March to September 2015, the size of major population decreased slightly
to a prosomal width 40 ¡V 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 December 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 March 2016, the number of individual
was very few in ST that no box plot could be produced. In June 2016, the
prosomal width of major population ranged 50 ¡V 70 mm. But it dropped clearly to
30 ¡V 40 mm in September 2016 followed by an increase to 40 ¡V 50 mm in December
2016, 40 ¡V 70 mm in March 2017 and 50 ¡V 60mm in June 2017. Based on overall
higher number of small individuals from June 2016 to September 2017, it
indicated another round of spawning. From September 2017 to June 2018, the
major size range increased slightly from 40 ¡V 50 mm to 45 ¡V 60 mm indicating a
continuous growth. In September 2018, decrease of major size was noted again
that might reflect new round of spawning. 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 ground of Carcinoscorpius
rotundicauda from 2014 to 2018 while the spawning
time should be in spring. The population size was consistent 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 rounds of spawning were recorded in
ST while the population size increased to a moderate level.
3.6.36 In March 2019 to June 2019 and Dec
2021, no horseshoe crab juveniles (prosomal width <100mm) were recorded in
TC3 and ST. All recorded horseshoe crabs were large individuals (prosomal width
>100mm) or mating pairs which were all excluded from the data analysis. From
September 2019 to September 2020, the population size of both horseshoe crab
species in ST gradually increased to moderate level while their body sizes were
mostly in small to medium range (~23 ¡V 55mm). It indicated the natural stable growth
of the horseshoe crab juveniles. In December 2020, the population size of both
horseshoe crab species in ST dropped to low level while their body sizes were
mostly in small to medium range (~28 ¡V 56mm). It showed the natural mortality
and seasonal variation of horseshoe crab. In June 2022, the population size of
both horseshoe crab species in ST was kept as low-moderate level while their
body sizes were mostly in small to medium range (~51¡V78mm). In September 2022,
the population size of both horseshoe crab species in TC3 and ST was kept as
low-moderate level while their body sizes were mostly in small to medium range
(~56¡V62mm). In September 2022, the population size of both horseshoe crab
species in TC3 and ST was kept as low-moderate level while their body sizes
were mostly in small to medium range (~44-79mm).
Impact of the HKLR project
3.6.37 It was the 47th survey of the
EM&A programme during construction period. Based on the monitoring results,
no detectable impact on horseshoe crab was revealed due to HKLR project. The
population change was mainly determined by seasonal variation, no abnormal
phenomenon of horseshoe crab individual, such as large number of dead
individuals on the shore had been reported.
Seagrass Beds
3.6.38 Two seagrass species Halophila ovalis and Zostera
japonica were found in present survey. Halophila ovalis was found in TC3 and ST
and Zostera japonica was found only in ST. In ST, there were six large sized of
Halophila ovalis found at tidal zone 1.5m above C.D nearby mangroves
plantation. The larger strand had area ~5500m2 in moderate vegetation coverage
(30 - 40%), ~4000m2 in moderate vegetation coverage (10 - 20%), ~800m2 in
moderate vegetation coverage (10 - 20%) and three ~120 - 300m2 in low to moderate
vegetation coverage (10 - 20%). In TC3, 3 large patches of Halophila ovalis
were found at tidal zone 1.5m above C.D. The larger strand had area ~1200m2 in
moderate vegetation coverage (20 - 40%), ~1000m2 in moderate vegetation
coverage (10 - 20%) and ~600m2 in moderate vegetation coverage (10 - 20%). At
close vicinity to mangrove, one small sized (20m2) of Zostera japonica beds
were observed at tidal zone 2.0m above C.D in ST. Table 3.2 summarizes
the results of present seagrass beds survey and the photograph records of the
seagrass are shown on Figure 3.9 of Appendix O. The complete record throughout the monitoring
period is presented in Annex III of Appendix O.
3.6.39 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 3.10 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 sometimes grown
extensively and had covered significant mudflat area at 0.5 ¡V 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 co-existed with Halophila
ovalis nearby the mangrove strand at 2.0 m above C.D.
3.6.40 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 in ST
3.6.41 Figure 3.11
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 March 2013 that grew
within the large patch of seagrass Halophila ovalis. Then, the patch
size increased and merged gradually with the warmer climate from March to June
2013 (15 m2). However the patch size
decreased and remained similar from September 2013 (4 m2) to March
2014 (3 m2). In June 2014, the patch size increased obviously again
(41 m2) with warmer climate followed by a decrease between September
2014 (2 m2) and December 2014 (5 m2). From March to June
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
September 2015 to June 2016, it was found coexisting with seagrass Halophila
ovalis with steady increasing patch size (from 44 m2 to 115 m2)
and variable coverage. In September 2016, the patch size decreased again to (38
m2) followed by an increase to a horizontal strand (105.4 m2)
in June 2017. And it did no longer co-exist with Halophila ovalis.
Between September 2014 and June 2017, an increasing trend was noticed from
September to June of next year followed by a rapid decline in September of next
year. It was possibly the causes of heat stress, typhoon and stronger grazing
pressure during wet season. However, such increasing trend was not found from
September 2017 to March 2021, while no patch of Zostera japonica was
found. From June 2021, the species was recorded again in area of 45m2.
The recorded area of the seagrass bed in September 2021 survey was slightly
decreased to 15m2.