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. 46 (December 2023 to February 2024)
8 April 2024
Revision 0
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 ˇ§Designated Projectsˇ¨, 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 forty-sixth 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 December 2023 to 29 February 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
|
Dec 2023
|
Jan 2024
|
Feb 2024
|
Air
Quality
|
1-hr
TSP at AMS5
|
5,
11, 15, 21 and 27
|
2,
8, 12, 18, 24 and 30
|
5, 9, 15, 21 and 27
|
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
|
4,
8, 14, 20 and 26
|
1,
5, 11, 17, 23 and 29
|
2, 8, 14, 20 and 26
|
24-hr
TSP at
AMS6
|
Not
applicable.(see remark 1)
|
Not
applicable.(see remark 1)
|
Not
applicable.(see remark 1)
|
Noise
|
5,
11, 21 and 27
|
2,
8, 18, 24 and 30
|
5, 15, 21 and 27
|
Water Quality
|
1,
4, 6, 8, 11, 13, 15, 18, 20, 22, 25, 27 and 29
|
1,
3, 5, 9, 10, 12, 15, 17, 19, 22, 24, 26, 29 and 31
|
2, 5, 7, 9, 14, 16, 19, 21, 23, 26 and 28
|
Chinese
White Dolphin
|
4,
6, 8 and 11
|
9,
12, 18, 19 and 25
|
1, 16, 20, and 21
|
Mudflat Monitoring
(Ecology)
|
2,
3, 4 and 5
|
-
|
-
|
Mudflat Monitoring (Sedimentation rate)
|
4
|
-
|
-
|
Site Inspection
|
5,
15, 21 and 29
|
2,
9, 16, 24 and 31
|
1, 7, 16, 21 and 29
|
Remarks:
1) The existing air quality monitoring
location AMS6 ˇV 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 (December 2023 to Feb 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 teamˇ¦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 Augustˇ¦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 ˇV 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 ˇ§Designated
Projectsˇ¨, 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 forty-sixth 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
Dec 2023 to 29 February 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 Contractorˇ¦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
|
ˇP Depth
ˇP Temperature
ˇP Salinity
ˇP Dissolved
Oxygen (DO)
ˇP Suspended
Solids (SS)
ˇP DO
Saturation
ˇP Turbidity
ˇP pH
|
ˇP Impact
Stations:
IS5, IS(Mf)6, IS7, IS8/IS8(N), IS(Mf)9 & IS10(N),
ˇP Control/Far
Field Stations:
CS2(A) & CS(Mf)5,
ˇP 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 ˇÓ 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 stationˇ¦s turbidity at the same tide of the same day;
The action level has been
amended to ˇ§27.5 and 120% of upstream control stationˇ¦s turbidity at the same
tide of the same dayˇ¨ 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 ˇ§47.0 and 130% of turbidity at the upstream control station at the
same tide of same dayˇ¨ since 25 March 2013.
|
Suspended Solid (SS)
(mg/L)
|
Depth average
|
23.5 or 120% of upstream
control stationˇ¦s SS at the same tide of the same day;
The action level has been
amended to ˇ§23.5 and 120% of upstream control stationˇ¦s SS at the same tide of
the same dayˇ¨ 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 ˇ§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 Intakesˇ¨
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 ˇV 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)
|
Dec 2023
|
AMS5
|
60
|
31-84
|
352
|
500
|
AMS6
|
|
|
360
|
Jan 2024
|
AMS5
|
58
|
26-173
|
352
|
AMS6
|
|
|
360
|
Feb 2024
|
AMS5
|
49
|
27-88
|
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)
|
Dec 2023
|
AMS5
|
90
|
54-121
|
164
|
260
|
AMS6
|
|
|
173
|
Jan 2024
|
AMS5
|
59
|
47-75
|
164
|
AMS6
|
|
|
173
|
Feb 2024
|
AMS5
|
42
|
16-62
|
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)
|
Dec 2023
|
NMS5
|
61
|
59-64
|
When one documented complaint is received
|
75
|
Jan 2024
|
61
|
58-66
|
Feb 2024
|
60
|
57-63
|
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 I.
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 ˇV 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 ˇV
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 ˇV 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 ˇV 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 ˇV
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 December 2023 to February 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
807.81 km of survey effort was collected, with 99.3% 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,
292.80 km and 515.01 km of survey effort were conducted in NEL and NWL survey
areas respectively.
3.5.12The total survey
effort conducted on primary lines was 576.36 km, while the effort on secondary
lines was 231.45 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 December
2023 and February 2024, a total of three groups of eight 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
Notably, the three dolphin groups were all sighted in NWL, and no
dolphin was sighted at all in NEL. In fact, since August 2014, only two
sightings of two lone dolphins were made in NEL during HKLR03/TMCLKL monitoring
surveys.
Distribution
3.5.15 Distribution of dolphin sighting made during HKLR03 monitoring
surveys conducted from December 2023 to February 2024 is shown in Figure 1
of Appendix
J. Two of
the three dolphin groups were sighted at the northwestern end of NWL survey
area, while the other group was sighted at the southwestern corner of NWL
survey area to the south of HKLR alignment. As consistently recorded in
previous monitoring quarters, the dolphins were completely absent from the
central and eastern portions of North Lantau waters (Figure
1 of Appendix
J). Moreover,
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 (December 2023 - February 2024) was drastically different
from the one during the baseline monitoring period (Figure 1 of Appendix
J). In the
present quarter, dolphins have disappeared from the NEL region, which was in
stark contrast to their frequent 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
complete abandonment of NEL region by the dolphins has been consistently
recorded in the past eight years 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 western portion of the survey area, which
was in stark contrast to their frequent occurrences throughout the area during
the baseline period (Figure 1 of Appendix
J).
3.5.18 Another comparison in dolphin distribution was made between the six
quarterly periods of winter months in 2018-24. Across the six winter periods,
the majority of dolphin sightings were made consistently at the western end of
the North Lantau region, but during the past two winter periods in 2022-23 and
2023-24, there was a dramatic decline in their occurrence as well as a complete
3.5.19 absence from the Sha Chau and Lung Kwu
Chau Marine Park (Figure 2 of Appendix
J).
Encounter Rate
3.5.20 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 ˇV November 2011) (Table 3.5).
Table 3.4 Dolphin
Encounter Rates (Sightings Per 100 km of Survey Effort) During Reporting Period
(Dec 2024
to Feb 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 &
6 Dec 2023)
|
0.00
|
0.00
|
Set 2 (8 &
11 Dec 2023)
|
0.00
|
0.00
|
Set 3 (9
,12& 18 Jan
2024)
|
0.00
|
0.00
|
Set 4 (19 &
25 Jan 2024)
|
0.00
|
0.00
|
Set 5 (1 &
16 Jan 2024)
|
0.00
|
0.00
|
Set 6 (20 &
21 Feb 2024)
|
0.00
|
0.00
|
Northwest Lantau
|
Set 1 (4 & 6 Dec 2023)
|
1.61
|
3.23
|
Set 2 (8 & 11 Dec 2023)
|
0.00
|
0.00
|
Set 3 (9,12 & 18 Jan
2024)
|
1.71
|
5.12
|
Set 4 (19 & 25 Jan
2024)
|
1.62
|
4.87
|
Set 5 (1 & 16 Feb
2024)
|
0.00
|
0.00
|
Set 6 (20 & 21 Feb
2024)
|
0.00
|
0.00
|
Table 3.5 Comparison of average dolphin encounter rates from impact
monitoring period (December 2023 to February 2024) and baseline monitoring
period (September ˇV 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)
|
December 2023 ˇV February 2024
|
September
ˇV November 2011
|
December
2023 ˇV February 2024
|
September
ˇV November 2011
|
Northeast Lantau
|
0.0
|
6.00 ˇÓ 5.05
|
0.0
|
22.19 ˇÓ 26.81
|
Northwest Lantau
|
0.82 ˇÓ 0.90
|
9.85 ˇÓ 5.85
|
2.20 ˇÓ 2.50
|
44.66 ˇÓ 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) ˇÓ denotes the standard deviation of the average encounter rates.
3.5.21 To facilitate the comparison with the AFCD long-term monitoring
results, the encounter rates were also calculated for the present quarter using
both primary and secondary survey effort. The encounter rates of sightings
(STG) and dolphins (ANI) in NWL were 0.59 sightings and 1.57 dolphins per 100
km of survey effort respectively, while the encounter rates of sightings (STG)
and dolphins (ANI) in NEL were both nil for this quarter.
3.5.22 In NEL, the average dolphin encounter rates (both STG and ANI) in
the present three-month impact monitoring period were both zero with no
on-effort sighting being made, and such extremely low occurrence of dolphins in
NEL have been consistently recorded in past summer 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 few
years (0.0-1.0 for ER(STG) and 0.0-3.9 for ER(ANI)) have remained exceptionally
low when compared to the baseline period (Table 3.6). Dolphins have been
virtually absent from NEL waters since August 2014, with only two lone dolphins
sighted there on two separate occasions 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 ˇV 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 ˇÓ 5.05
|
22.19 ˇÓ 26.81
|
December
2012-February 2013 (HKLR03 Impact)
|
3.14 ˇÓ 3.21
|
6.33 ˇÓ 8.64
|
December 2013-February
2014 (HKLR03 Impact)
|
0.45 ˇÓ 1.10
|
1.34 ˇÓ 3.29
|
December
2014-February 2015 (HKLR03 Impact)
|
0.00
|
0.00
|
December
2015-February 2016 (HKLR03 Impact)
|
0.00
|
0.00
|
December
2016-February 2017 (HKLR03 Impact)
|
0.00
|
0.00
|
December 2017-February
2018 (HKLR03 Impact)
|
0.00
|
0.00
|
December
2018-February 2019 (HKLR03 Impact)
|
0.00
|
0.00
|
December
2019-February 2020 (HKLR03 Impact)
|
0.00
|
0.00
|
December
2020-February 2021 (TMCLKL Post-Construction)
|
0.00
|
0.00
|
December 2021-February
2022 (TMCLKL Post-Construction)
|
0.00
|
0.00
|
December
2022-February 2023 (HKLR03 Impact)
|
0.00
|
0.00
|
Notes:
1) The encounter rates deduced from the baseline monitoring period have been
recalculated based only on survey effort and on-effort sighting data made along
the primary transect lines under favourable conditions.
2) ˇÓ denotes the standard deviation of the average encounter rates.
3.5.23 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).
3.5.24 Notably, when comparing among the 12 quarterly periods in winter
months since 2013, the quarterly encounter rates in NWL in the past three
winter periods plummeted to an exceptionally low level (Table 5). In fact, the
present quarterly period has also recorded the lowest ER(STG) and ER(ANI) ever
during the entire HKLR03 construction period (even lower than the previous
lowest in 2022-23 monitoring period). 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 HZMB 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 ˇV 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 ˇÓ
5.85
|
44.66 ˇÓ 29.85
|
December
2012-February 2013 (HKLR03 Impact)
|
8.36 ˇÓ 5.03
|
35.90 ˇÓ 23.10
|
December
2013-February 2014 (HKLR03 Impact)
|
8.21 ˇÓ 2.21
|
32.58 ˇÓ 11.21
|
December 2014-February
2015 (HKLR03 Impact)
|
2.91 ˇÓ 2.69
|
11.27 ˇÓ 15.19
|
December
2015-February 2016 (HKLR03 Impact)
|
2.64 ˇÓ 1.52
|
10.98 ˇÓ 3.81
|
December
2016-February 2017 (HKLR03 Impact)
|
3.80 ˇÓ 3.79
|
14.52 ˇÓ 17.21
|
December 2017-February
2018 (HKLR03 Impact)
|
4.75 ˇÓ 2.26
|
15.73 ˇÓ 15.94
|
December
2018-February 2019 (HKLR03 Impact)
|
2.40 ˇÓ 1.88
|
7.95 ˇÓ 6.60
|
December
2019-February 2020 (HKLR03 Impact)
|
1.96 ˇÓ 2.23
|
8.15 ˇÓ 10.85
|
December
2020-February 2021 (TMCLKL Post-Construction)
|
3.01
ˇÓ 2.83
|
8.47
ˇÓ 9.07
|
December
2021-February 2022 (TMCLKL Post-Construction)
|
1.63 ˇÓ 1.47
|
3.52 ˇÓ 3.87
|
December
2022-February 2023 (HKLR03 Impact)
|
0.87 ˇÓ 0.96
|
3.35 ˇÓ 4.84
|
3.5.26
For the comparison between the
baseline period and the present quarter (35th quarter of the impact phase being
assessed), the p-values for the differences in average dolphin encounter rates
of STG and ANI were 0.0014 and 0.0067 respectively. If the alpha value is set at 0.01,
significant differences were still detected between the baseline and present
quarters in both the average dolphin encounter rates of STG and ANI.
3.5.27
For the comparison between the
baseline period and the cumulative quarters in impact phase (i.e. the first 46
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).
3.5.28
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.
3.5.29
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
3.5.30 Three groups of Chinese White Dolphins were sighted during December
2023 to February 2024, resulting in an average group size of 2.67. 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 (September ˇV November 2023) and baseline
monitoring period (September ˇV November 2011) (Note: ˇÓ denotes the standard deviation of the average group size)
|
Average Dolphin Group
Size
|
December 2023 ˇV February 2024
|
September ˇV November 2011
|
Overall
|
2.67 ˇÓ 0.58 (n = 3)
|
3.72 ˇÓ 3.13 (n = 66)
|
Northeast Lantau
|
---
|
3.18 ˇÓ 2.16 (n = 17)
|
Northwest Lantau
|
2.67 ˇÓ 0.58 (n = 3)
|
3.92 ˇÓ 3.40 (n = 49)
|
3.5.31 The average dolphin group size in NWL waters during the present
quarterly period was lower than the one recorded during the three-month
baseline period, but 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
3.5.32
From December 2023 to February
2024, a 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).
3.5.33 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 period (Figures 3a and 3b of Appendix J).
3.5.34 It should be emphasized that the amount of survey effort collected
in each grid during the three-month period was fairly low (6-12 units of survey
effort for most grids), and therefore the habitat use pattern derived from the
three-month dataset should be treated with caution. A more complete picture of
dolphin habitat use pattern should be examined when more survey effort for each
grid is collected throughout the impact phase monitoring programme.
3.5.35 When compared with the habitat use patterns during the baseline
period, dolphin usage in NEL and NWL has drastically diminished in both areas
during the present impact monitoring period (Figure 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 complete absence of dolphins there during the present
impact phase period.
3.5.36 The density patterns were also drastically different in NWL between
the baseline and impact phase monitoring periods, with high dolphin usage
recorded throughout the area during the baseline period, especially around Sha
Chau, near Black Point, to the west of the airport, as well as between Pillar
Point and airport platform. In
contrast, only a few grids with recorded dolphin density was located at the
western territorial border during the present impact phase period (Figure 4
of Appendix J).
Mother-calf pairs
3.5.37 During the present quarterly period, only one
unspotted juvenile was sighted with its mother in the North Lantau region.
Notably, the last young calf being sighted during the HKLR03/TMCLKL EM&A
monitoring was nearly three years ago in May 2021. The mother-calf pair was located at the southwestern corner of NWL
survey area, very close to the WL survey area near Shum Wat (Figure 5 of Appendix J). The very rare occurrence of young calves
in the present quarter as well as in recent year was drastically from their
regular occurrence in North Lantau waters during the baseline period (Figure
5 of Appendix J). This should be a serious concern,
and the occurrence of young calves in North Lantau waters should be closely
monitored in the upcoming quarters.
Activities and associations with fishing boats
3.5.38 During the present quarterly period, the three dolphin groups
sighted were not engaged in any activities. Furthermore, they were not found to
be associated with any operating fishing vessel during the present impact phase
period.
Summary of photo-identification works
3.5.39 From December 2023 to February 2024, around 800 digital photographs
were taken during the impact phase monitoring surveys for the
photo-identification work.
3.5.40 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 individuals
were re-sighted only once, and their re-sightings were only made in NWL during
the quarterly period.
Individual range use
3.5.41 Ranging patterns of the three individual dolphins identified during
the three-month study period was determined by fixed kernel method, and is
shown in Appendix V. 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.
3.5.42 Notably, all three individuals have primarily centered their range
use in West Lantau waters in the past, and two of them (WL145 and WL315) have
only extended just a kilometer into NWL waters during this quarterly period. On
the contrary, WL79 was rarely sighted in NWL waters before, but have ventured
further north (to the north of Lung Kwu Chau) away
from its primary
3.5.43 range during this quarterly period (Appendix V).
Conclusion
3.5.44 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.
3.5.45 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.
3.5.46 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 4 December 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 (Dec 2023)
|
Monitoring Station
|
Easting (m)
|
Northing (m)
|
Surface Level
(mPD)
|
Easting (m)
|
Northing (m)
|
Surface Level
(mPD)
|
S1
|
810291.160
|
816678.727
|
0.950
|
810291.164
|
816678.711
|
1.138
|
S2
|
810958.272
|
815831.531
|
0.864
|
810958.261
|
815831.541
|
0.994
|
S3
|
810716.585
|
815953.308
|
1.341
|
810716.585
|
815953.322
|
1.471
|
S4
|
811221.433
|
816151.381
|
0.931
|
811221.448
|
816151.385
|
1.106
|
Table 3.9 Comparison
of Measurement
|
Comparison of Measurement
|
Remarks and Recommendation
|
Monitoring
Station
|
Easting
(m)
|
Northing
(m)
|
Surface
Level
(mPD)
|
S1
|
0.004
|
-0.016
|
0.188
|
Level continuously increased
|
S2
|
-0.011
|
-0.001
|
0.126
|
Level continuously increased
|
S3
|
0.022
|
-0.037
|
0.122
|
Level continuously increased
|
S4
|
0.015
|
0.004
|
0.175
|
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 of Appendix I.
3.6.4
Water quality monitoring in San Tau (monitoring
station SR3(N)) was conducted in December 2023 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-Dec-2023
|
6.13
|
3.48
|
2.58
|
5.58
|
2.95
|
2.10
|
4-Dec-2023
|
6.08
|
3.18
|
2.50
|
6.47
|
3.63
|
1.00
|
6-Dec-2023
|
6.88
|
3.78
|
2.10
|
7.20
|
4.00
|
2.50
|
8-Dec-2023
|
6.76
|
3.45
|
2.68
|
7.05
|
3.60
|
2.68
|
11-Dec-2023
|
6.77
|
3.33
|
2.13
|
6.41
|
3.45
|
2.08
|
13-Dec-2023
|
6.18
|
3.80
|
6.23
|
5.90
|
3.83
|
6.65
|
15-Dec-2023
|
6.23
|
3.45
|
2.80
|
5.95
|
3.53
|
2.55
|
18-Dec-2023
|
6.24
|
2.70
|
3.95
|
6.45
|
2.68
|
4.33
|
20-Dec-2023
|
6.42
|
2.78
|
3.73
|
6.64
|
2.85
|
2.68
|
22-Dec-2023
|
6.69
|
3.18
|
3.80
|
6.67
|
3.50
|
2.00
|
25-Dec-2023
|
6.76
|
2.83
|
3.13
|
6.40
|
3.63
|
3.58
|
27-Dec-2023
|
7.09
|
3.10
|
3.45
|
7.21
|
2.90
|
4.48
|
29-Dec-2023
|
7.26
|
3.20
|
5.95
|
7.14
|
2.85
|
6.03
|
Average
|
6.58
|
3.25
|
3.46
|
6.54
|
3.34
|
3.28
|
|
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 December 2023 (totally 4 sampling days 2nd
(for ST), 3rd (for TC3), 4th (for TC2) and 5th
(for 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 2nd (for ST), 3rd (for TC3), 4th (for TC2) and 5th December 2023, which
were cloudy days.
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 ˇĄfatal trapˇ¦ 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 2nd th (for ST),
3rd (for TC3), 4th
(for TC2) and 5th (for TC1) December 2023, which were cloudy days.
Intertidal Soft Shore Communities
Field Sampling
3.6.11
The intertidal soft shore community surveys were conducted in low tide
period on 2nd th (for ST), 3rd (for TC3), 4th (for TC2) and
5th (for TC1) December 2023, which were cloudy days. 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 (Hˇ¦) and Pielouˇ¦s
Species Evenness (J) were calculated
for every quadrat using the formulae below,
Hˇ¦= -ŁU ( Ni / N ) ln ( Ni / N ) (Shannon and Weaver, 1963)
J = Hˇ¦ / 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 No
Tachypleus tridentatus
was found in present survey. Only dead bodies of horseshoe crabs
3.6.17 were
found. Photo records of previously observed horseshoe crab is shown in Figure
3.1 of
3.6.18 Appendix I and the present survey result
regarding horseshoe crab are presented in Table 3.1.
3.6.19 The
complete survey records are presented in Annex II of Appendix I.
3.6.20 No
Carcinoscorpius rotundicauda
was recorded in present survey.
3.6.21 For
Tachypleus tridentatus, 18
individuals with average body size 59.09 mm (prosomal width ranged 46.21 ˇV
77.25 mm) were found in ST and 9 individuals with average body size 66.6 (prosomal
width ranged 46.5-84.13 mm) were found in TC3 in present survey. The search
records in ST (3.0 ind. hr-1. Person-1) and in TC3 (1.5 ind. Hr-1. Person-1).
3.6.22
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 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
ˇV 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 ˇV 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
ˇV 180mm) and TC3 (prosomal width ranged 150
ˇV 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.
3.6.23
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 crabˇ¦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.
3.6.24
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
3.6.25 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.
3.6.26 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 2023,
total of 12 individuals of juveniles Carcinoscorpius
rotundicauda and Tachypleus
tridentatus were found and recorded. In June
2023, total of 27 individuals of juveniles Tachypleus
tridentatus were found and recorded. In September
2023, total of 2 individuals of juveniles Tachypleus
3.6.27 tridentatus were found and recorded.
3.6.28 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.
3.6.29 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 2023, 7 Tachypleus tridentatus were
recorded in ST and TC3. The mean prosomal was 62.68mm.
3.6.30
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
3.6.31 6.5.12 Throughout
the monitoring period, the search records of horseshoe crabs were fluctuated
and at moderate ˇV very low level in June (Figure
3.5 and 3.6
of Appendix O). Low ˇV 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.
3.6.32 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
ˇV low search
record was found in December from 2012 to 2015 (0-4 ind. of Carcinoscorpius rotundicauda and 0
ˇV 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˘XC 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 2023.
3.6.33 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 ˇV 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).
3.6.34 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
ˇV 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.
3.6.35
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
3.6.36 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
ˇV 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 ˇV 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.
3.6.37 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
ˇV 35 mm to 35 ˇV 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
ˇV 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
3.6.38 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
ˇV 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.
3.6.39 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
ˇV 30 mm to 60 ˇV 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 ˇV 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 ˇV 70 mm. But it dropped clearly to 30
ˇV 40 mm in September
2016 followed by an increase to 40 ˇV 50 mm in December 2016, 40
ˇV 70 mm in
March 2017 and 50 ˇV 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 ˇV 50 mm to 45
ˇV 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.
3.6.40 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.
3.6.41
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
ˇV 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
ˇV 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 (~51ˇV78mm). 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 (~56ˇV62mm). 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
3.6.42 It was the 46th
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
3.6.43 Two seagrass species Halophila ovalis and
Zostera japonica were found in present survey.
3.6.44 Halophila ovalis was found in TC3 and ST and Zostera
japonica was found only in ST. In ST,
3.6.45 there were six large sized of Halophila
ovalis found at tidal zone 1.5m above C.D nearby
3.6.46 mangroves plantation. The larger strand had
area ~5500m2 in moderate vegetation coverage
3.6.47 (30 - 40%), ~4000m2 in moderate vegetation
coverage (10 - 20%), ~800m2 in moderate
3.6.48 vegetation coverage (10 - 20%) and three ~120
- 300m2 in low to moderate vegetation coverage
3.6.49 (10 - 20%). In TC3, 3 large patches of
Halophila ovalis were found at tidal zone 1.5m above
3.6.50 C.D. The larger strand had area ~1200m2 in
moderate vegetation coverage (20 - 40%),
3.6.51 ~1000m2 in moderate vegetation coverage (10 -
20%) and ~600m2 in moderate vegetation
3.6.52 coverage (10 - 20%). At close vicinity to
mangrove, one small sized (20m2) of Zostera japonica
3.6.53 beds were observed at tidal zone 2.0m above
C.D in ST. Table 3.2 summarizes the results of
3.6.54 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.
3.6.55 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 ˇV 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.
3.6.56 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
3.6.57 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.
3.6.58 For Halophila ovalis, it was recorded as 3 ˇV 4 medium to large patches (area 18.9- 251.7 m2;
vegetation coverage 50 ˇV 80%)
beside the mangrove vegetation at tidal level 2 m above C.D. in September 2012.
The total seagrass bed area grew
steadily from 332.3 m2 in September 2012 to 727.4 m2 in December 2013. Flowers were observed in
the largest patch during its flowering period. In March 2014, 31 small to medium patches were newly recorded
(variable area 1 ˇV 72 m2 per patch, vegetation coverage 40-80% per
patch) in lower tidal zone between 1.0 and 1.5 m above C.D. The total seagrass
area increased further to 1350 m2. In June 2014, these small and
medium patches grew and extended to each other. These patches were no longer
distinguishable and were covering a significant mudflat area of ST. It was
generally grouped into 4 large patches (1116 ˇV 2443 m2) of seagrass
beds characterized of patchy distribution, variable vegetable coverage (40-80%)
and smaller leaves. The total seagrass bed area increased sharply to 7629 m2.
In September 2014, the total
seagrass area declined sharply to 1111m2. There were only 3-4 small
to large patches (6 ˇV 253 m2) at high tidal level and 1 large patch
at low tidal level (786 m2). Typhoon or
strong water current was a possible cause
(Fong, 1998). In September
2014, there were two tropical cyclone records in Hong Kong (7th ˇV 8thSeptember: no cyclone name, maximum signal number 1;
14th ˇV 17th September: Kalmaegi,
maximum signal number 8SE) before the seagrass survey dated 21st September 2014. The strong
water current caused by the cyclone, Kalmaegi
especially, might have given damage to the seagrass beds. In addition, natural
heat stress and grazing force were other possible causes reducing seagrass beds
area. Besides, very small patches of Halophila
ovalis could be found in other mud flat area in addition to the recorded
patches. But it was hardly distinguished due to very low coverage (10 ˇV 20%)
and small leaves.
3.6.59 In December 2014, all
the seagrass patches of Halophila
ovalis disappeared in ST. Figure 3.12 of Appendix O shows the difference of
the original seagrass beds area nearby the mangrove vegetation at high tidal
level between June 2014 and December 2014. Such rapid loss would not be
seasonal phenomenon because the seagrass beds at higher tidal level (2.0 m
above C.D.) were present and normal in December 2012 and 2013. Similar incident
had occurred in ST in the past. The original seagrass area had declined
significantly during the commencement of the construction and reclamation works
for the international airport at Chek Lap Kok in
1992. The seagrass almost disappeared in 1995 and recovered gradually after the
completion of reclamation works. Moreover, incident of rapid loss of seagrass
area was also recorded in another intertidal mudflat in Lai Chi Wo in 1998 with
unknown reason. Hence, Halophila
ovalis was
regarded as a short- lived and r-
strategy seagrass that could colonize areas in short period but disappears
quickly under unfavourable conditions
Unfavourable conditions to seagrass Halophila ovalis
3.6.60 Typhoon or strong water current was suggested as
one unfavorable condition to Halophila
ovalis (Fong, 1998). As mentioned above, there were two tropical cyclone
records in Hong Kong in September 2014. The strong water current caused by the
cyclones might have given damage to the seagrass beds.
3.6.61 Prolonged light
deprivation due to turbid water would be another unfavorable condition.
Previous studies reported that Halophila
ovalis had little tolerance to light deprivation. During experimental darkness, seagrass biomass
declined rapidly after 3-6 days and seagrass died completely after 30 days. The
rapid death might be due to shortage of available carbohydrate under limited
photosynthesis or accumulation of phytotoxic end products of anaerobic
respiration. Hence the seagrass bed of this species was susceptible to
temporary light deprivation events such as flooding river runoff.
3.6.62 In order to investigate any deterioration of water
quality (e.g. more turbid) in ST, the water quality measurement results at two
closest monitoring stations SR3 and IS5 of the EM&A programme
were obtained from the water quality monitoring team. Based on the results from
June to December 2014, the overall water quality was in normal fluctuation
except there was one exceedance of suspended solids (SS) at both stations in
September. On 10th September 2014, the SS concentrations measured
during mid-ebb tide at stations SR3 (27.5 mg/L) and IS5 (34.5 mg/L) exceeded
the Action Level (≤ 23.5 mg/L and 120% of upstream control stationˇ¦s reading)
and Limit Level (≤ 34.4 mg/L and 130% of upstream control stationˇ¦s reading)
respectively. The turbidity readings at SR3 and IS5 reached 24.8 ˇV 25.3 NTU and 22.3 ˇV 22.5 NTU, respectively. The
temporary turbid water should not be caused by the runoff from upstream rivers.
Because there was no rain or slight rain from 1st to 10th
September 2014 (daily total rainfall at the Hong Kong International Airport: 0 ˇV 2.1 mm; extracted from the
climatological data of Hong Kong Observatory). The effect of upstream runoff on
water quality should be neglectable in that period. Moreover the exceedance of
water quality was considered unlikely to be related to the contract works of
HKLR according to the ˇĄNotifications of Environmental Quality Limits
Exceedancesˇ¦ provided by the respective environmental team. The respective
construction of seawall and stone column works, which possibly caused turbid
water, was carried out within silt curtain as recommended in the EIA report.
Moreover there was no leakage of turbid water, abnormity or malpractice
recorded during water sampling. In general, the exceedance of suspended solids
concentration was considered to be attributed to other external factors, rather
than the contract works.
3.6.63 Based on the weather condition and water quality results
in ST, the co-occurrence of cyclone hit and turbid waters in September 2014
might have combined the adverse effects on Halophila
ovalis that leaded
to disappearance of this short-lived and r-strategy
seagrass species. Fortunately Halophila
ovalis was a fast-growing species (Vermaat et al.,
1995). Previous studies showed that the seagrass bed could be recovered to the
original sizes in 2 months through vegetative
propagation after experimental clearance (Supanwanid,
1996). Moreover it was reported to recover rapidly in less than 20 days after
dugong herbivory (Nakaoka and Aioi,
1999). As mentioned, the disappeared seagrass in ST in 1995 could recover
gradually after the completion of reclamation works for international airport
(Fong, 1998). The seagrass beds of Halophila
ovalis might recolonize in the mudflat of ST through seed reproduction as
long as there was no unfavourable condition in the
coming months.
Recolonization of seagrass
beds
3.6.64 Figure 3.12
of Appendix O shows the
recolonization of seagrass bed in ST from December 2014 to June 2017. From March to June 2015, 2 ˇV 3 small patches of Halophila ovalis
were newly found co-inhabiting with another seagrass species Zostera
japonica. But the total patch area of Halophila
ovalis was still very low compare with previous records. The recolonization
rate was low while cold weather and insufficient sunlight were possible factors
between December 2014 and March 2015. Moreover, it would need to compete with
seagrass Zostera japonica for substratum and nutrient, because Zostera japonica
had extended and covered the original seagrass bed of Halophila ovalis at certain degree. From June 2015 to March
2016, the total seagrass area of Halophila
ovalis had increased rapidly from 6.8 m2 to 230.63 m2.
It had recolonized its original patch locations and covered its competitor Zostera
japonica. In June
2016, the total seagrass area increased sharply to 4707.3m2. Similar to the previous records of March to June
2014, the original patch area of Halophila ovalis increased further to a horizontally long strand.
Another large seagrass beds colonized the lower tidal zone (1.0 ˇV 1.5 m above C.D.). In September 2016, this
patch extended much and covered significant soft mud area of ST, resulting in
sharp increase of total area (24245 m2). It indicated the second
extensive colonization of this r-selected
seagrass. In December 2016, this extensive seagrass patch decreased in size and had separated into few,
undistinguishable patches. Moreover, the horizontal strand nearby the mangrove
vegetation decreased in size. The total seagrass bed decreased to 12550 m2.
From March to June 2017, the seagrass bed area remained generally stable
(12438- 17046.5 m2) but the vegetation coverage fluctuated (20 ˇV 50%
in March 2017 to 80 ˇV 100% in June 2017). The whole recolonization process took
about 2.5 years.
Second disappearance of
seagrass bed
3.6.65 In September 2017, the
whole seagrass bed of Halophila
ovalis disappeared again along the shore of
TC3 and ST (Figure 3.12 of Appendix O).
Similar to the first disappearance of seagrass bed occured
between September and December 2014, strong water current (e.g. cyclone) or deteriorated water qualities
(e.g. high turbidity) was the possible cause.
3.6.66 Between the survey periods of June and September
2017, there were four tropical cyclone records in Hong Kong (Merbok in 12- 13th, June; Roke in 23rd, Jul.; Hato in22 ˇV 23rd, Aug.; Pakhar in 26 ˇV 27th, Aug.) (Online
database of Hong Kong Observatory) All of them reached signal 8 or above, especially Hato
with highest signal 10.
3.6.67 According to the water quality monitoring results
(July to August 2017) of the two closest monitoring stations SR3 and IS5 of the
respective EM&A programme, the overall water
quality was in normal fluctuation. There was an exceedance of suspended solids
(SS) at SR3 on 12 July 2017. The SS concentration reached 24.7 mg/L during
mid-ebb tide, which exceeded the Action Level (≤ 23.5 mg/L). But it was far
below the Limit Level (≤ 34.4 mg/L). Since
such exceedance was slight and temporary, its effect to seagrass bed should be
minimal.
3.6.68
Overall, the disappearance of seagrass
beds in ST has believed the cause of serial cyclone hit in July and August
2017. Based on previous findings, the seagrass beds of both species were
expected to recolonize in the mudflat as long as the vicinal water quality was
normal. The whole recolonization process (from few, small patches to extensive
strand) would be gradually lasting at least 2 years. From December 2017 to
March 2018, there was still no recolonization of few, small patches of seagrass
at the usual location (Figure 3.12 of Appendix O).
It was different from the previous round (March 2015 ˇV
June 2017). Until June 2018, the new seagrass patches with small-medium size
were found at the usual location (seaward side of mangrove plantation at 2.0 m
C.D.) again, indicating the recolonization. However, the seagrass bed area
decreased sharply to 22.5 m2 in September 2018. Again it was
believed that the decrease was due to the hit of the super cyclone in September
2018 (Mangkhuton 16th September, highest
signal 10). From December 2018 to June 2019, the seagrass bed area increased
from 404 m2 to 1229 m2 while the vegetation coverage is
also increased (December 2018: 5ˇV 85%; March 2019: 50 ˇV 100% and June 2019: 60
ˇV 100%). Relatively, the whole recolonization process
would occur slower than the previous round (more than 2 years). From September
2019 to March 2021, the seagrass bed area in ST slightly decreased from 1200 m2
to 942.05 m2, which were in normal
fluctuation. From March 2021 to December 2021, the seagrass bed area in ST
decreased from 942.05 m2 to 680m2, which
were
in normal fluctuation. In March 2022, the seagrass bed area in ST increased
significantly to approximately 2040 m2, which believed to be related
to more rain in current dry season. It was observed that the brown filemental algae bloom occurred at ST site in March 2022.
Distribution of the algae was overlap with seagrass beds, mainly the species Halophila ovalis and the algae was grown over the top of the
seagrass. In some areas, the brown filemental
algae full covered the seagrass bed, refer to Figure 3.9 of Appendix O.
The seagrass was still alive when checked during the field survey. Whether the algae bloom will kill seagrass in longer
period time is unknown. The seagrass distritrution
and health condition should be checked in coming June monitoring. The algae
bloom of the brown filemental algae at the seagrass
bed is disappeared as observed in June 2022, refer to Figure 3.9 of Appendix O. Seagrass in December 2022 and September 2022 have
decreased compare to June 2022 due to normal seasonal change.
Seagrass in March 2023 have increased compare to previous
quarter due to normal seasonal change. Seagrass in June 2023 have further
increased around 20% compared to previous period. Seagrass
in September and December 2023 have decreased compared to previous quarter due
to normal seasonal change.
Impact of the HKLR project
3.6.69 It was the 46th survey of the EM&A programme during construction period. It was the 46th
survey of the EM&A programme during construction
period. Throughout the monitoring period, the disappearance of seagrass beds
was believed the cause of cyclone hits rather than impact of HKLR project. The
seagrass bed was recolonizing since there had been a gradual increase in the
size and number from December 2018 to June 2019 after the hit of the super
cyclone in September 2018. The seagrass bed area decreased from March 2021 to
December 2021, which were in normal fluctuation. It is observed that the
seagrass Halophila ovalis covered larger area than before. Total seagrass
bed area significantly increased from March 2022 to June 2022 and slightly
reduced in September 2022. Seagrass in June 2023 have increased compared to
previous quarter due to normal seasonal change. Seagrass in September and
December 2023 have decreased compared to previous quarter due to normal
seasonal change.
Intertidal Soft Shore
Communities
Substratum
3.6.70 Table 3.3 of Appendix O
and Figure 3.13 of Appendix O
show the substratum types along the horizontal transect at every tidal level in all sampling
zones.
The relative distribution of substratum types was estimated by categorizing
the substratum types (Gravels
& Boulders / Sands / Soft mud) of the ten random quadrats
along the horizontal transect. The distribution of substratum types varied
among tidal levels
and sampling zones:
ˇP
In TC1, high percentages of
ˇĄGravels
and Bouldersˇ¦ (95%) were recorded at high tidal level. At mid tidal level, ˇĄGravels
and Bouldersˇ¦ was the main substratum type (60%), following by ˇĄSoft mudˇ¦ (20%)
and ˇ§Sandsˇ¦ (20%). At low
tidal level, ˇĄSoft mudˇ¦ was the main substratum type (80%), followed by ˇĄSandsˇ¦
(10%) and ˇĄGravels and Bouldersˇ¦ (10%).
ˇP
In TC2, high percentages of ˇĄGravels and Bouldersˇ¦ (90%) was
recorded at high tidal level, following by ˇĄSandsˇ¦ (5%) and ˇĄSoft mudˇ¦ (5%). At
mid tidal level, ˇĄGravels and Bouldersˇ¦ was the main substratum
type (70%), following by ˇĄSandsˇ¦ (20%) and ˇĄSoft mudˇ¦ (10%). At low tidal level, ˇĄSoft mudˇ¦
covered 80% , ˇĄSoft mudˇ¦ and ˇĄSands ˇ¦ covered 20% of the
transect.
ˇP
In TC3, higher percentage of ˇĄGravels and Bouldersˇ¦ was
recorded at high tidal level (65%). At mid tidal levels, ˇĄˇĄGravels and Bouldersˇ¦ was the
main substratum type (50%), following by ˇĄSoft mud ˇ¦ (30%)
and ˇĄSandsˇ¦ (20%). At low tidal level, ˇĄSoft mudˇ¦ covered 70% of the
transect.
ˇP
In ST, ˇĄGravels and Bouldersˇ¦ was the
main substratum type (65%) at high tidal level. At mid tidal levels, ˇĄGravels and Bouldersˇ¦ and ˇĄSoft
mudˇ¦ was the main substratum type (50% and 30%), following by ˇĄSandˇ¦ (20%). At
low tidal level, ˇĄSoft mudˇ¦ was the main substratum type (90%) and ˇĄSandsˇ¦ covered 10% of the transect.
3.6.71 There
was neither consistent
vertical nor
horizontal zonation pattern of
substratum type in all
sampling zones. Such heterogeneous variation
should be caused by different hydrology (e.g. wave in different direction and
intensity) received by the four sampling zones.
Soft shore
communities
3.6.72 Table 3.4
of Appendix O lists the total abundance, density and number of taxon of every phylum in this survey. A total of 8731 individuals were recorded. Mollusca was the most abundant phylum (total abundance
7802 ind., density 260 ind. m-2,
relative
abundance 89.4%). The second and third were Arthropoda (627ind., 21 ind. m-2,
7.2%) which
followed by Annelida (126 ind., 4 ind. m-2,
1.4%) and Sipuncula (85 ind., 3 ind. m-2,
1.0%),
respectively. The fifth was Nemertea with total abundance 57 ind., density 2
ind.m-2 and relative abundance 0.7%. The sixth was Cnidania with total abundance 31 ind., density 1
ind.m-2 and relative abundance 0.4%.Platyhelminthes was very low in abundances (density <0 ind. m-2,
relative abundance £0.0%). Moreover, the most diverse phylum was Mollusca (32 taxa) followed by Arthropoda (6 taxa). Annelida (3 taxa) and Sipuncula (2 taxa). There was 1
taxon for Nemertea, Cnidaria and Platyhelminthes.
3.6.73 The taxonomic
resolution and complete
list of recorded fauna are shown in Annex
IV of Appendix O and Annex V of Appendix O respectively. As reported in June 2018, taxonomic
revision of three potamidid snail species was conducted according to the latest
identification key published by Agriculture, Fisheries and Conservation
Department (details see AFCD, 2018), the species names of following gastropod
species were revised:
ˇP
Cerithidea cingulata was revised as Pirenella asiatica
ˇP
Cerithidea djadjariensis was revised as Pirenella incisa
ˇP
Cerithidea rhizophorarum was revised as Cerithidea moerchii
Moreover, taxonomic
revision was conducted on another snail species while the specie name was
revised:
ˇP
Batillaria bornii was revised as Clypeomorus bifasciata
3.6.74 In March
2021, an increased number of sea slugs and their eggs were observed in all
sampling zones. It may due to the breeding season of sea slug and the increased
of algae on the intertidal.
3.6.75 Table 3.5 of Appendix O
shows the number of
individuals, relative abundance and density
of each phylum in every sampling zone. The total abundance (1,671
- 2,522 ind.)
varied among the four sampling zones while the
phyla
distributions were similar. In general, Mollusca was
the most dominant phylum (no. of individuals: 1,526 - 2,307 ind.; relative
abundance 83.9 ˇV 91.5%; density 203
- 308 ind. m-2).
Other phyla
were much lower in number of individuals.
Arthropoda (88- 310
ind.; 4.4
ˇV 13.9%; 12
- 41 ind. m-2)
was common phyla relatively. Other phyla were very low in abundance
in all sampling zones.
Dominant species in every sampling zone
3.6.76 Table 3.6 of Appendix O
lists the abundant species in
every sampling zone. In the
present survey, most of the listed abundant species were of high or very high
density (>100 ind. m-2), which were regarded as dominant species.
Few of the listed species were of low to moderate densities (42 ˇV 95 ind. m-2). Other listed species of
lower density (<42 ind. m-2) were regarded as common species.
3.6.77 In TC1, the substratum was mainly ˇĄGravels and Bouldersˇ¦ at high and mid tidal levels. At high tidal
level, the rock oyster Saccostrea cucullata (mean
density 109 ind. m-2; relative abundance 42%) was the dominant species found at moderate density and the gastropod
Monodonta labio
(62 ind. m-2; relative abundance 24%) was of low to moderate density. At mid tidal
level, the rock oyster Saccostrea cucullata (69ind. m-2,
37%) was at dominant species with low to moderate density. The gastropod Monodonta labio (36
ind. m-2, 19%) was at lower density. At low tidal level (main
substratum type ˇĄSoft
mudˇ¦), the Batillaria multiformis (46 ind. m-2,
20%) was dominant at low to moderate densities, the Barbatia virescens (33 ind. m-2,
15%) and Nodilittorina radiata (33 ind. m-2, 15%) were of lower density, regarded as common species.
3.6.78 In TC2, the substratum types were mainly ' Gravels and Boulders' at high tidal level. The rock oyster Saccostrea
cucullata (136 ind. m-2, 39%) was dominant at high density. The gastropod Monodonta
labio (59 ind. m-2, 17%) was dominant at low to
moderate density. ), the Batillaria multiformis (38 ind. m-2, 11%) was dominant at low densities. At mid tidal level (main substratum types ˇĄSoft mudˇ¦ and ˇĄGravels and Bouldersˇ¦), rock oyster Saccostrea cucullata
(92 ind. m-2, 29%), gastropods Monodonta
labio (62 ind. m-2, 17%) and Batillaria zonalis (48
ind. m-2, 15%) were dominant at low to moderate
densities. Substratum types ˇĄSoft Mudˇ¦ were mainly distributed
at low tidal level, the Barbatia virescens (43 ind. m-2, 19%) was dominant at low
to moderate densities, the Batillaria multiformis (33 ind. m-2, 15%) were of lower densities, regarded as common
species.
3.6.79 In TC3, the substratum type was mainly ˇĄGravels and
Bouldersˇ¦ at high tidal level. The rock oyster Saccostrea cucullata (144 ind. m-2, 40%) was of dominant species at high density
and the gastropod Monodonta labio (92 ind. m-2, 21%) was of low to
moderate density. At mid
tidal level (main
substratum types ˇĄSoft mudˇ¦), the rock oyster Saccostrea cucullata
(83 ind. m-2, 24%) was of dominant species at low to moderate density. The gastropod Monodonta
labio (45 ind. m-2, 13%) was at low
density level. At low tidal level, the major substratum type was ˇĄSoft mudˇ¦.
The Lunella granulate 53 ind. m-2, 18%), the Batillaria multiformis (47 ind. m-2, 16%), Batillaria zonalis
(42 ind. m-2,
14%) and the Barbatia virescens (53 ind. m-2, 18%) at lower density.
3.6.80 In ST, the major substratum type was ˇĄGravels and
Bouldersˇ¦ at high tidal level. At high tidal level, the rock oyster Saccostrea cucullata (130
ind. m-2, 40%) was abundant at
high density. The gastropods Monodonta labio(54
ind. m-2, 17%) was at low to moderate
densities and Batillaria multiformis (39 ind. m-2, 12%) was at lower
density. At mid tidal level (main substratum types ˇĄGravels and Bouldersˇ¦ and ˇĄSoft mudˇ¦), the rock oyster Saccostrea cucullata (113
ind. m-2, 35%) was the dominant species at high density, and
followed by the gastropod Monodonta labio (59 ind.
m-2, 18%) at low to moderate density. At low tidal level (major substratum: ˇĄSoft mudˇ¦), the Batillaria zonalis (52 ind. m-2,
19%) was at low to moderate demsities and Lunella granulata (46 ind. m-2, 17%) was at lower density.
3.6.81 In general, there was no consistent zonation
pattern of species distribution across all sampling zones and tidal levels. The
species distribution was determined by the type of substratum primarily. In
general, rock oyster Saccostrea cucullata
(876 ind.),
gastropods Monodonta
labio (468
ind.) and Batillaria multiformis (165 ind.) were the most common species on
gravel and boulders substratum. Batillaria zonalis (142
ind.) was the most
common species on sands and soft mud substrata.
Biodiversity and abundance of soft shore communities
3.6.82 Table 3.7 of Appendix O
shows the mean values of species number, density, and biodiversity index Hˇ¦and species evenness J of soft shore communities at
every tidal level
and in every sampling zone. As mentioned above, the differences among sampling
zones and tidal levels were determined by the
major type of substratum primarily.
3.6.83 Among the sampling zones, the mean species number
was varied from 14 - 21 spp. 0.25 m-2 among the four sampling zones.
The mean densities of TC3 (336 ind. m-2) was higher than ST (307 ind. m-2) followed by TC2 (298 ind. m-2) and TC1 (223 ind. m-2).
The higher densities of TC3 and ST are due to the relatively high number of
individuals in each quadrat. The mean Hˇ¦ for TC2 was 2.23, TC3 was 2.27, TC1
was 2.07 and ST were 2.13, followed by while the mean J of TC2 and ST were 0.8,
which were slightly higher than TC3 (0.77) and TC1. This can be due to the relatively non-even taxa distribution.
3.6.84 In the present survey, no clear trend of mean
species number, mean density, Hˇ¦ and J observed among the tidal level.
3.6.85 Figures 3.14-3.17 of Appendix O show the temporal
changes of mean species number, mean density, Hˇ¦ and J at every tidal level and in every sampling zone along the sampling
months. In general, all the biological parameters fluctuated seasonally
throughout the monitoring period. Lower mean species number and density were
recorded in dry season (December) but the mean H' and J fluctuated
within a limited range.
3.6.86 From June to
December 2017, there were steady decreasing trends of mean species number and
density in TC2, TC3 and ST regardless of tidal levels. It might be an
unfavorable change reflecting environmental stresses. The heat stress and
serial cyclone hit were believed the causes during the wet season of 2017. From
March 2018 to September 2023 (present survey), generally increases of mean
species number and density were observed in all sampling zones. It indicated
the recovery of intertidal community.
Impact of the HKLR
project
3.6.87
It was the 46th survey of the EM&A programme during the
construction period. Based on
the results, impacts of the HKLR project were not detected on intertidal soft shore community.
Abnormal phenomena (e.g. rapid, consistent or non-seasonal decline of fauna densities
and species number) were not
recorded.
3.7
Solid and
Liquid Waste Management Status
3.7.1
The Contractor registered with EPD as a Chemical Waste
Producer on 12 July 2012 for the Contract. Sufficient numbers of receptacles
were available for general refuse collection and sorting.
3.7.2
The summary of waste flow table is detailed in Appendix K.
3.7.3
The Contractor was reminded that chemical waste
containers should be properly treated and stored temporarily in designated
chemical waste storage area on site in accordance with the Code of Practice on
the Packaging, Labelling and Storage of Chemical Wastes.
3.8
Environmental
Licenses and Permits
3.8.1
The valid environmental licenses and permits during
the reporting period are summarized in Appendix L.
4
Environmental Complaint and
Non-compliance
4.1.1
The detailed air quality, noise, water quality and dolphin
exceedances are provided in Appendix M. Also, the summaries of the environmental exceedances are presented
as follows:
Air Quality
4.1.2
No Action Level and Limit level
exceedances of 1-hr TSP and 24-hr TSP were recorded at AMS5 during the
reporting period.
Noise
4.1.3
No Action/Limit Level
exceedances for noise were recorded during daytime on normal weekdays of the
reporting period.
Water Quality
4.1.4
For marine water quality
monitoring, no Action Level and Limit Level exceedances of dissolved oxygen
level, turbidity level and suspended solid were recorded during the reporting
period.
Dolphin
4.1.5
There was a Limit Level exceedance of dolphin monitoring
for the quarterly monitoring data (between December 2023 and February 2024).
According to the contractorˇ¦s information, toe loading removal works were
undertaken for HKLR03 during the quarter of December 2023 ˇV February 2024.
4.1.6
There is no evidence showing the
current LL non-compliance directly related to the construction works of HKLR03
(where the amounts of working vessels for HKLR03 have been decreasing),
although the generally increased amount of vessel traffic in NEL during the
impact phase has been partly contributed by HKLR03 works since October 2012. It
should also be noted that work area under HKLR03 (adjoining the Airport Island)
situates in waters which has rarely been used by dolphins in the past, and the
working vessels under HKLR03 have been travelling from source to destination in
accordance with the Marine Travel Route to minimize impacts on Chinese White
Dolphin (CWD). In addition, the
contractor will implement proactive mitigation measures such as avoiding
anchoring at Marine Departmentˇ¦s designated anchorage site ˇV Sham Shui Kok
Anchorage (near Brothers Island) as far as practicable.
4.1.7
All dolphin protective measures
are fully and properly implemented in accordance with the EM&A Manual, EIA
report and EP. According to the Regular Marine Travel Route Plan, the
travelling speed of vessels must not exceed 5 knots when crossing the edge of
the Brothers Marine Park. The Contractor will continue to provide training for
skippers to ensure that their working vessels travel from source to destination
to minimize impacts on Chinese White Dolphin and avoid anchoring at Marine
Departmentˇ¦s designated anchorage site - Sham Shui Kok Anchorage (near Brothers
Island) as far as practicable. Also, it
is recommended to complete the marine works of the Contract as soon as possible so as to reduce the overall duration of impacts
and allow the dolphins population to recover as early as possible.
4.2
Summary of
Environmental Complaint, Notification of Summons and Successful Prosecution
4.2.1
There was no complaint received in
relation to the environmental impacts during this reporting period. The details
of cumulative statistics of Environmental Complaints are provided in Appendix
N.
4.2.2
No notification of summons and prosecution was received during the
reporting period. Statistics on notifications of summons and successful
prosecutions are summarized in Appendix M.
5
Comments, Recommendations and Conclusion
5.1.1
According to the environmental
site inspections undertaken during the reporting period, no comments were
issued.
5.2.1
The impact monitoring programme ensured that any deterioration in environmental condition was readily
detected and timely actions taken to rectify any non-compliance. Assessment and
analysis of monitoring results collected demonstrated the environmental impacts
of the contract. With implementation of the recommended environmental
mitigation measures, the contractˇ¦s environmental impacts were considered
environmentally acceptable. The weekly environmental site inspections ensured
that all the environmental mitigation measures recommended were effectively
implemented.
5.2.2
The
recommended environmental mitigation measures, as included in the EM&A programme, effectively minimize the potential environmental
impacts from the contract. Also, the EM&A programme
effectively monitored the environmental impacts from the construction
activities and ensure the proper implementation of mitigation measures. No
particular recommendation was advised for the improvement of the programme.
5.3.1
The construction phase and EM&A
programme of the Contract commenced on 17 October
2012. This is the forty-sixth Quarterly EM&A Report which summarizes the monitoring results and
audit findings of the EM&A programme during the
reporting period from 1 December 2023 to 29 February
2024.
Air Quality
5.3.2
No Action Level and Limit Level
exceedances of 1-hr TSP and 24-hr TSP were recorded at AMS5 during the
reporting period. The existing air quality
monitoring location AMS6 - 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.
Noise
5.3.3
No Action/Limit Level exceedances for noise were recorded during daytime
on normal weekdays of the reporting period.
Water Quality
5.3.5
For marine water quality
monitoring, no Action Level and Limit Level exceedances of dissolved oxygen
level, turbidity level and suspended solid were recorded during the reporting
period.
Dolphin
5.3.6
There was a Limit Level exceedance of dolphin
monitoring for the quarterly monitoring data between December 2023 to February
2024.
5.3.7
During this quarter of dolphin monitoring,
no adverse impact from the activities of this construction project on Chinese
White Dolphins was noticeable from general observations.
5.3.8
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 significantly reduced in NEL
since 2012, and many individuals have shifted away from the important habitat
around the Brothers Islands.
5.3.9
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.
Mudflat - Sedimentation Rate
5.3.10
This measurement result was generally and relatively higher than the
baseline measurement at S1, S2, S3 and S4. The mudflat level is continuously
increased.
Mudflat - Ecology
5.3.11 The December 2023 survey results indicate that impacts of the HKLR
project were not detected on intertidal soft shore community. 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. Throughout the
monitoring period, the disappearance of seagrass beds was believed the cause of
cyclone hits rather than impact of HKLR project. The seagrass bed was
recolonizing since there had been a gradual increase in the size and number
from December 2018 to June 2019 after the hit of the super cyclone in September
2018. The seagrass bed area decreased from March 2021 to December 2021, which
were in normal fluctuation. It is observed that the seagrass Halophila ovalis
covered larger area than before. Total seagrass bed area significantly
increased from March 2022 to June 2022 and slightly reduced in September 2022.
Seagrass in June 2023 have increased compared to previous quarter due to normal
seasonal change. Seagrass in September and December 2023 have decreased
compared to previous quarter due to normal seasonal change. Based on the
results, impacts of the HKLR project were not detected on intertidal soft shore
community. Abnormal phenomena (e.g. rapid, consistent or non-seasonal decline
of fauna densities and species number) were not recorded.
Environmental Site Inspection and Audit
5.3.12 Environmental
site inspection was carried out on 5, 15, 21 and 29 December
2023; 2, 9, 16, 24 and 31 January 2024; 1, 7, 16, 21 and 29 February 2024.
5.3.13 There was no complaint received in relation to the environmental
impact during the reporting period.
5.3.14 No notification of summons and prosecution was received during the
reporting period.