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. 21 (September 2017 to November 2017)
26 April 2018
Revision 1
Main Contractor Designer
Executive Summary
The
Hong Kong-Zhuhai-Macao Bridge (HZMB) Hong Kong Link Road (HKLR) serves to
connect the HZMB Main Bridge at the Hong Kong Special Administrative Region
(HKSAR) Boundary and the HZMB Hong Kong Boundary Crossing Facilities (HKBCF)
located at the north eastern waters of the Hong Kong International Airport
(HKIA).
The
HKLR project has been separated into two contracts. They are Contract No. HY/2011/03 Hong
Kong-Zhuhai-Macao Bridge Hong Kong Link Road-Section between Scenic Hill and
Hong Kong Boundary Crossing Facilities (hereafter referred to as the Contract)
and Contract No. HY/2011/09 Hong Kong-Zhuhai-Macao Bridge Hong Kong Link
Road-Section between HKSAR Boundary and Scenic Hill.
China
State Construction Engineering (Hong Kong) Ltd. was awarded by Highways
Department as the Contractor to undertake the construction works of Contract
No. HY/2011/03. The main works of the Contract include land tunnel at Scenic
Hill, tunnel underneath Airport Road and Airport Express Line, reclamation and
tunnel to the east coast of the Airport Island, at-grade road connecting to the
HKBCF and highway works of the HKBCF within the Airport Island and in the
vicinity of the HKLR reclamation.
The Contract is part of the HKLR Project and HKBCF Project, these
projects are considered to be ¡§Designated Projects¡¨, under Schedule 2 of the
Environmental Impact Assessment (EIA) Ordinance (Cap 499) and EIA Reports
(Register No. AEIAR-144/2009 and AEIAR-145/2009) were prepared for the
Project. The current Environmental
Permit (EP) EP-352/2009/D for HKLR and EP-353/2009/K for HKBCF were issued on
22 December 2014 and 11 April 2016, respectively. These documents are available
through the EIA Ordinance Register. The construction phase of Contract was commenced on 17 October 2012.
BMT
Asia Pacific Limited has been appointed by the Contractor to implement the
Environmental Monitoring & Audit (EM&A) programme for the Contract in
accordance with the Updated EM&A Manual for HKLR (Version 1.0) and will be
providing environmental team services to the Contract.
This
is the twenty-first 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 September to 30 November 2017.
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
|
September
2017
|
October 2017
|
November 2017
|
Air Quality
|
1-hr TSP
|
1, 7, 13, 19, 25
and 29
|
3, 9, 13, 19, 25
and 31
|
6, 10, 16, 22
and 28
|
24-hr TSP
|
6, 12, 18, 22,
28 and 30
|
6, 12, 18, 24
and 30
|
3, 9, 15, 22 and
27 for AMS5;
3, 9, 15, 21 and 27 for AMS6
|
Noise
|
7, 13, 19 and 25
|
3, 9, 19, 25 and
31
|
6, 16, 22 and 28
|
Water
|
1, 4, 6, 8, 11,
13, 15, 18, 20, 22, 25, 27 and 29
|
2, 4, 6, 9, 11,
13, 16, 18, 20, 23, 25, 27 and 30
|
1, 3, 6, 8, 10,
13, 15, 17, 20, 22, 24, 27 and 29
|
Chinese White Dolphin
|
15, 18, 22 and
29
|
4, 9, 18 and 26
|
1, 8, 17 and 24
|
Mudflat Monitoring (Ecology)
|
2, 3, 6, 16 and
17
|
--
|
--
|
Mudflat Monitoring (Sedimentation rate)
|
16
|
--
|
--
|
Site
Inspection
|
6, 13, 20 and 29
|
4, 11, 18, 25 and 31
|
8, 15, 22 and 28
|
Due to the hoisting of Strong Wind Signal and Typhoon Signal
No. 3 by the Hong Kong Observatory, the water quality monitoring at mid-ebb
tide was cancelled on 4 September 2017. No substitute monitoring was conducted
due to boat unavailability.
Due to bad weather condition, the sedimentation rate monitoring
was rescheduled from 4 September 2017 to 16 September 2017.
Due to concern of adverse weather forecast in the
mid-September 2017, the mudflat monitoring was rescheduled from 9-12 September
2017 to 6, 16 and 17 September 2017.
Due to boat unavailability, the dolphin monitoring was
rescheduled from 26 September 2017 to 29 September 2017, from 11 October 2017
to 9 October 2017 and from 16 November 2017 to 17 November 2017.
Due to unfavourable weather condition, the dolphin
monitoring was rescheduled from 16 October 2017 to 18 October 2017.
There was a problem of vessel and the vessel needed to be
maintained on 20 October 2017. The dolphin monitoring was rescheduled from 20
October 2017 to 26 October 2017.
Due to power interruption of the High Volume Sampler, the
24-hr TSP monitoring on 21 November 2017 at Ma Wan Chung Village (AMS5) was
rescheduled to 22 November 2017.
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)
|
17
|
3
|
Turbidity level
|
0
|
0
|
Dissolved oxygen level (DO)
|
0
|
0
|
Dolphin Monitoring
|
Quarterly Analysis (Sep 2017 to Nov 2017)
|
0
|
1
|
The
Environmental Team investigated all exceedances and found that they were not
project related.
All
investigation reports for exceedances of the Contract have been submitted to
ENPO/IEC for comments and/or follow up to identify whether the exceedances
occurred related to other HZMB contracts.
Implementation of Mitigation Measures
Site
inspections were carried out on a weekly basis to monitor the implementation of
proper environmental pollution control and mitigation measures for the
Project. Potential environmental
impacts due to the construction activities were monitored and reviewed.
Complaint Log
There
was one complaint received in relation to the environmental impacts during the
reporting period.
A
summary of environmental complaints for this reporting period is as follows:
Environmental
Complaint No.
|
Date
of Complaint Received
|
Description
of Environmental Complaints
|
COM-2017-122
|
1823 Integrated
Call Centre received a complaint lodged by a member of the public on 30
September 2017. ET received complaint details on 3
October 2017.
|
Cleanliness problem at
Tung Fai Road
|
For
Environmental Complaint No. COM-2017-122, complaint investigation was undertaken.
Based on the investigation result, there is no direct evidence showing that the
complaint is related to Contract No. HY/2011/03. Nevertheless, in order to
enhance dust suppression measures, the Contractor will increase the frequency
of road cleaning by water bowser from three times per day to four times per,
subject to regular review with relevant stakeholders in the vicinity.
Notifications of Summons
and Prosecutions
There
were no notifications of summons or prosecutions received during this reporting
period.
Reporting Changes
This
report has been developed in compliance with the reporting requirements for the
subsequent EM&A reports as required by the Updated EM&A Manual for HKLR
(Version 1.0).
The
proposal for the change of Action Level and Limit Level for suspended solid and
turbidity was approved by EPD on 25 March 2013.
The
revised Event and Action Plan for dolphin monitoring was
approved by
EPD on 6 May 2013.
The
original monitoring station at IS(Mf)9 (Coordinate: 813273E, 818850N) was
observed inside the perimeter silt curtain of Contract HY/2010/02 on 1 July
2013, as such the original impact water quality monitoring location at IS(Mf)9
was temporarily shifted outside the silt curtain. As advised by the Contractor of HY/2010/02 in
August 2013, the perimeter silt curtain was shifted to facilitate safe
anchorage zone of construction barges/vessels until end of 2013 subject to
construction progress. Therefore,
water quality monitoring station IS(Mf)9 was shifted to 813226E and 818708N
since 1 July 2013. According to the
water quality monitoring team¡¦s observation on 24 March 2014, the original
monitoring location of IS(Mf)9 was no longer enclosed by the perimeter silt
curtain of Contract HY/2010/02. Thus, the impact water quality monitoring works
at the original monitoring location of IS(Mf)9 has been resumed since 24 March
2014.
Transect
lines 1, 2, 7, 8, 9 and 11 for dolphin monitoring have been revised due to the
obstruction of the permanent structures associated with the construction works
of HKLR and the southern viaduct of TM-CLKL, as well as provision of adequate
buffer distance from the Airport Restricted Areas. The EPD issued a memo and confirmed that
they had no objection on the revised transect lines on 19 August 2015.
The
water quality monitoring stations at IS10 (Coordinate: 812577E, 820670N) and
SR5 (811489E, 820455N) are located inside Hong Kong International Airport
(HKIA) Approach Restricted Areas. The previously granted Vessel's Entry Permit
for accessing stations IS10 and SR5 were expired on 31 December 2016. During
the permit renewing process, the water quality monitoring location was shifted
to IS10(N) (Coordinate: 813060E, 820540N) and SR5(N) (Coordinate: 811430E,
820978N) on 2, 4 and 6 January 2017 temporarily. The permit has been granted by
Marine Department on 6 January 2017. Thus, the impact water quality monitoring
works at original monitoring location of IS10 and SR5 has been resumed since 9
January 2017.
Transect
lines 2, 3, 4, 5, 6 and 7 for dolphin monitoring have been revised and transect
line 24 has been added due to the presence of a work zone to the north of the
airport platform with intense construction activities in association with the
construction of the third runway expansion for the Hong Kong International Airport.
The EPD issued a memo and confirmed that they had no objection on the revised
transect lines on 28 July 2017. The alternative dolphin transect lines are
adopted starting from August¡¦s dolphin monitoring.
A new
water quality monitoring team has been employed for carrying out water quality
monitoring work for the Contract starting from 23 August 2017. Due to marine
work of the Expansion of Hong Kong International Airport into a Three-Runway
System (3RS Project), original locations of water quality monitoring stations
CS2, SR5 and IS10 are enclosed by works boundary of 3RS Project. Alternative
impact water quality monitoring stations, naming as CS2(A), SR5(N) and IS10(N)
was approved on 28 July 2017 and were adopted starting from 23 August 2017 to
replace the original locations of water quality monitoring for the Contract.
The
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 is in progress.
The
role and responsibilities as the ET Leader of the Contract has been temporarily
taken up by Mr Willie Wong instead of Ms Claudine Lee since 25 September 2017.
Water
quality monitoring station SR10A(N) (Coordinate: 823644E, 823484N) was
unreachable on 4 October 2017 during flood tide as fishing activities were
observed. As such, the water monitoring at station SR10A(N) was conducted at
Coordinate: 823484E, 823593N during flood tide on 4 October 2017 temporarily.
1.1.2 The HKLR project has been separated into two contracts. They are Contract
No. HY/2011/03 Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road-Section
between Scenic Hill and Hong Kong Boundary Crossing Facilities (hereafter referred
to as the Contract) and Contract No. HY/2011/09 Hong Kong-Zhuhai-Macao Bridge
Hong Kong Link Road-Section between HKSAR Boundary and Scenic Hill.
1.1.3
China State Construction
Engineering (Hong Kong) Ltd. was awarded by Highways Department (HyD) as the
Contractor to undertake the construction works of Contract No. HY/2011/03. The Contract is part of the HKLR
Project and HKBCF Project, these projects are considered to be ¡§Designated
Projects¡¨, under Schedule 2 of the Environmental Impact Assessment (EIA) Ordinance
(Cap 499) and EIA Reports (Register No. AEIAR-144/2009 and AEIAR-145/2009) were
prepared for the Project. The
current Environmental Permit (EP) EP-352/2009/D for HKLR and EP-353/2009/K for
HKBCF were issued on 22 December 2014 and 11 April 2016, respectively. These
documents are available through the EIA Ordinance Register. The construction phase of Contract
was commenced on 17 October 2012. Figure
1.1 shows
the project site boundary.
1.1.5
This is the twenty-first 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 September to 30 November
2017.
1.2.1 The project organization structure and lines of
communication with respect to the on-site environmental management structure
with the key personnel contact names and numbers are shown in Appendix A.
1.3
Construction Programme
1.3.1
A copy of the Contractor¡¦s construction
programme is provided in Appendix B.
1.4
Construction
Works Undertaken During the Reporting Period
1.4.1
A summary of the construction activities
undertaken during this reporting period is shown in Table
1.1. The Works areas of the Contract are
showed in Appendix C.
Table 1.1 Construction
Activities during Reporting Period
Description of Activities
|
Site Area
|
Stockpiling
|
WA7
|
Dismantling/trimming of temporary 40mm stone
platform for construction of seawall
|
Portion X
|
Construction of seawall
|
Portion X
|
Loading and unloading of filling materials
|
Portion X
|
Backfilling at Scenic Hill Tunnel (Cut &
Cover Tunnel)
|
Portion X
|
Excavation for HKBCF to Airport Tunnel &
construction of tunnel box structure
|
Portion X
|
Works for diversion
|
Airport Road
|
Utilities detection
|
Airport Road/ Airport Express Line/ East Coast
Road
|
Establishment of site access
|
Airport Road/ Airport Express Line/ East Coast
Road
|
Mined tunnel lining / box jacking transition
zone rebar fixing underneath Airport Road and Airport Express Line
|
Airport Road and Airport Express Line
|
Construction of Tunnel Box Structure
|
Shaft 3 Extension North Shaft
|
Excavation and lateral support works &
Construction of Tunnel Box Structure for HKBCF to Airport Tunnel West (Cut
& Cover Tunnel)
|
Airport Road
|
Excavation and lateral support works &
construction of tunnel box structure for HKBCF to Airport Tunnel East (Cut
& Cover Tunnel)
|
Portion X
|
Sub-structure, superstructure and finishing
works for Highway Operation and Maintenance Area Building
|
Portion X
|
Superstructure and Finishing works for Scenic
Hill Tunnel West Portal Ventilation Building
|
West Portal
|
2.1
Summary of EM&A Requirements
2.1.1
The EM&A programme requires environmental
monitoring of air quality, noise, water quality, dolphin monitoring and mudflat
monitoring as specified in the approved EM&A Manual.
2.1.2
A summary of Impact EM&A requirements is presented
in Table 2.1. The
locations of air quality, noise and water quality monitoring stations are shown
as in Figure 2.1. The transect line layout in Northwest and
Northeast Lantau Survey Areas is presented in Figure 2.2.
Table 2.1 Summary
of Impact EM&A Requirements
Environmental Monitoring
|
Description
|
Monitoring Station
|
Frequencies
|
Remarks
|
Air Quality
|
1-hr TSP
|
AMS
5 & AMS 6
|
At least 3 times every 6 days
|
While the
highest dust impact was expected.
|
24-hr TSP
|
At least once every 6 days
|
--
|
Noise
|
Leq (30mins),
L10 (30mins) and
L90 (30mins)
|
NMS
5
|
At
least once per week
|
Daytime
on normal weekdays (0700-1900 hrs).
|
Water
Quality
|
¡P Depth
¡P Temperature
¡P Salinity
¡P Dissolved
Oxygen (DO)
¡P Suspended
Solids (SS)
¡P DO
Saturation
¡P Turbidity
¡P pH
|
¡P Impact
Stations:
IS5, IS(Mf)6, IS7, IS8, IS(Mf)9 & IS10,
¡P Control/Far
Field Stations:
CS2 & CS(Mf)5,
¡P Sensitive
Receiver Stations:
SR3, SR4, SR5, SR10A & SR10B
|
Three
times per week during mid-ebb and mid-flood tides (within ¡Ó 1.75 hour of the
predicted time)
|
3
(1
m below water surface, mid-depth and 1 m above sea bed, except where the
water depth is less than 6 m, in which case the mid-depth station may be
omitted. Should the water depth
be less than 3 m, only the mid-depth station will be monitored).
|
Dolphin
|
Line-transect Methods
|
Northeast
Lantau survey area and Northwest Lantau survey area
|
Twice per month
|
--
|
Mudflat
|
Horseshoe crabs, seagrass beds, intertidal
soft shore communities, sedimentation rates and water quality
|
San Tau and Tung Chung Bay
|
Once every 3 months
|
--
|
2.2.1
Table 2.2 presents the Action
and Limit Levels for the 1-hour TSP, 24-hour TSP and noise level.
Table 2.2 Action and
Limit Levels for 1-hour TSP, 24-hour
TSP and Noise
Environmental Monitoring
|
Parameters
|
Monitoring
Station
|
Action
Level
|
Limit
Level
|
Air Quality
|
1-hr TSP
|
AMS 5
|
352 µg/m3
|
500 µg/m3
|
AMS 6
|
360 µg/m3
|
24-hr TSP
|
AMS 5
|
164 µg/m3
|
260 µg/m3
|
AMS 6
|
173 µg/m3
|
Noise
|
Leq (30 min)
|
NMS 5
|
When one documented complaint is received
|
75 dB(A)
|
2.2.2
The Action and Limit Levels
for water quality monitoring are given as in Table 2.3.
Table 2.3 Action
and Limit Levels for Water Quality
Parameter (unit)
|
Water Depth
|
Action Level
|
Limit Level
|
Dissolved
Oxygen (mg/L)
|
Surface
and Middle
|
5.0
|
4.2
except 5 for Fish Culture Zone
|
Bottom
|
4.7
|
3.6
|
Turbidity
(NTU)
|
Depth
average
|
27.5
or 120% of upstream control station¡¦s turbidity at the same tide of the same
day;
The
action level has been amended to ¡§27.5 and 120% of upstream control
station¡¦s turbidity at the same tide of the same day¡¨ since 25 March 2013.
|
47.0
or 130% of turbidity at the upstream control station at the same tide of same
day;
The
limit level has been amended to ¡§47.0 and 130% of turbidity at the
upstream control station at the same tide of same day¡¨ since 25 March 2013.
|
Suspended
Solid (SS) (mg/L)
|
Depth
average
|
23.5
or 120% of upstream control station¡¦s SS at the same tide of the same day;
The
action level has been amended to ¡§23.5 and 120% of upstream control
station¡¦s SS at the same tide of the same day¡¨ since 25 March 2013.
|
34.4
or 130% of SS at the upstream control station at the same tide of same day
and 10mg/L for Water Services Department Seawater Intakes;
The
limit level has been amended to ¡§34.4 and 130% of SS at the upstream
control station at the same tide of same day and 10mg/L for Water Services
Department Seawater Intakes¡¨ since 25 March 2013
|
Notes:
(1) Depth-averaged
is calculated by taking the arithmetic means of reading of all three depths.
(2) For DO,
non-compliance of the water quality limit occurs when monitoring result is
lower that the limit.
(3) For SS &
turbidity non-compliance of the water quality limits occur when monitoring
result is higher than the limits.
(4) The change to
the Action and limit Levels for Water Quality Monitoring for the EM&A works
was approved by EPD on 25 March 2013. Therefore, the amended Action and Limit
Levels are applied for the water monitoring results obtained on and after 25
March 2013.
2.2.3
The Action and Limit Levels
for dolphin monitoring are shown in Tables
2.4 and 2.5.
Table 2.4 Action
and Limit Level for Dolphin Impact Monitoring
|
North Lantau Social Cluster
|
NEL
|
NWL
|
Action
Level
|
STG
< 70% of baseline &
ANI < 70% of baseline
|
STG
< 70% of baseline &
ANI < 70% of baseline
|
Limit
Level
|
STG
< 40% of baseline &
ANI < 40% of baseline
|
Remarks:
(1)
STG means quarterly average encounter rate of
number of dolphin sightings.
(2)
ANI means quarterly average encounter rate of total
number of dolphins.
(3)
For North Lantau Social Cluster, AL will be
triggered if either NEL or NWL fall below the criteria; LL will be triggered if
both NEL and NWL fall below the criteria.
Table 2.5 Derived
Value of Action Level (AL) and Limit Level (LL)
|
North Lantau Social Cluster
|
NEL
|
NWL
|
Action
Level
|
STG
< 4.2 & ANI < 15.5
|
STG
< 6.9 & ANI < 31.3
|
Limit
Level
|
(STG
< 2.4 & ANI < 8.9) and (STG < 3.9 & ANI < 17.9)
|
Remarks:
(1)
STG means quarterly average encounter rate of number
of dolphin sightings.
(2)
ANI means quarterly average encounter rate of
total number of dolphins.
(3)
For North Lantau Social Cluster, AL will be
triggered if either NEL or NWL fall below the criteria; LL will be triggered if
both NEL and NWL fall below the criteria.
2.3.1
The Event Actions Plans for air
quality, noise, water quality and dolphin monitoring 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
In response to the site audit findings, the Contractor
have rectified all observations identified in environmental site inspections
undertaken during the reporting period. Details of site audit findings and the
corrective actions during the reporting period are presented in Appendix
F.
3.1.2
A summary of the Implementation Schedule of Environmental
Mitigation Measures (EMIS) is presented in Appendix
E.
3.1.3
Regular marine travel route for
marine vessels were implemented properly in accordance to the submitted plan
and relevant records were kept properly.
3.1.4
Dolphin Watching Plan was
implemented during the reporting period. No dolphins inside the silt curtain were observed. The relevant
records were kept properly.
3.2.1
The monitoring results for 1-hour TSP and 24-hour TSP
are summarized in Tables 3.1 and 3.2 respectively.
Detailed impact air quality monitoring results and relevant graphical
plots are presented in Appendix
G.
Table 3.1 Summary
of 1-hour TSP Monitoring Results Obtained During the Reporting Period
Reporting Period
|
Monitoring
Station
|
Average (mg/m3)
|
Range (mg/m3)
|
Action Level (mg/m3)
|
Limit Level (mg/m3)
|
September 2017
|
AMS5
|
53
|
5 ¡V 302
|
352
|
500
|
AMS6
|
40
|
10 ¡V 151
|
360
|
October 2017
|
AMS5
|
36
|
12 ¡V 61
|
352
|
AMS6
|
41
|
25 ¡V 69
|
360
|
November 2017
|
AMS5
|
47
|
22 ¡V 72
|
352
|
AMS6
|
59
|
23 ¡V 109
|
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)
|
September 2017
|
AMS5
|
40
|
22 ¡V 71
|
164
|
260
|
AMS6
|
48
|
31 ¡V 72
|
173
|
October 2017
|
AMS5
|
74
|
48 ¡V 100
|
164
|
AMS6
|
110
|
73 ¡V 163
|
173
|
November 2017
|
AMS5
|
72
|
30 ¡V 110
|
164
|
AMS6
|
105
|
71 ¡V 136
|
173
|
3.2.2 No Action Level and Limit Level exceedances of 1-hr
TSP and 24-hr TSP were recorded at AMS5 and AMS6 during the reporting period.
3.2.3 Record of notification of environmental quality
limit exceedances are provided in Appendix M.
3.3
Noise
Monitoring Results
3.3.1
The monitoring results for construction noise are
summarized in Table 3.3 and the monitoring
results and relevant graphical plots for this reporting period are provided in Appendix
H.
Table 3.3 Summary of Construction Noise Monitoring
Results Obtained During the Reporting Period
Reporting period
|
Monitoring Station
|
Average Leq (30 mins), dB(A)*
|
Range of Leq (30 mins), dB(A)*
|
Action Level
|
Limit Level Leq (30 mins), dB(A)
|
September 2017
|
NMS5
|
58
|
56 ¡V 70
|
When one documented
complaint is received
|
75
|
October 2017
|
59
|
58 ¡V 60
|
November 2017
|
59
|
58 ¡V 59
|
3.3.2
No Action and Limit Level
exceedances for noise were recorded during daytime on normal weekdays of the
reporting period.
3.3.3
Major noise sources during the noise monitoring
included construction activities of the Contract and nearby traffic noise and
insect noise.
3.4.1
Impact water quality monitoring was conducted at all
designated monitoring stations during the reporting period. Impact water
quality monitoring results and relevant graphical plots are provided in Appendix
I.
3.4.1
3.4.2
No Action Level and Limit Level
exceedances for turbidity level and dissolved oxygen level were recorded during
the reporting period. There were 17 Action Level exceedances and 3 Limit Level
exceedances of suspended solids level during the reporting period. The
exceedances of suspended solids level recorded during reporting period were
considered to be attributed to other external factors such as sea condition,
rather than the contract works. The exceedances were considered as non-contract
related. Record of ¡§Notification of Environmental Quality Limit Exceedances¡¨ is
provided in Appendix M.
3.4.3
Water quality impact sources during the water quality
monitoring were the construction activities of the Contract, nearby
construction activities by other parties and nearby operating vessels by other
parties.
Data Analysis
3.5.1
Distribution Analysis ¡V The line-transect survey data was integrated with the Geographic Information System (GIS) in order to
visualize and interpret different spatial and temporal patterns of dolphin
distribution using sighting positions.
Location data of dolphin groups were plotted on map layers of Hong Kong using a desktop GIS (ArcView© 3.1)
to examine their distribution patterns in details. The dataset was also
stratified into different subsets to examine distribution patterns of dolphin groups
with different categories of group sizes, young calves and activities.
3.5.2
Encounter rate analysis ¡V
Encounter rates of Chinese white dolphins (number of on-effort sightings per
100 km of survey effort, and total number of dolphins sighted on-effort per 100
km of survey effort) were calculated in NEL and NWL survey areas in relation to
the amount of survey effort conducted during each month of monitoring
survey. Dolphin encounter rates
were calculated in two ways for comparisons with the HZMB baseline monitoring
results as well as to AFCD long-term marine mammal monitoring results.
3.5.3
Firstly, for the comparison
with the HZMB baseline monitoring results, the encounter rates were calculated
using primary survey effort alone, and only data collected under Beaufort 3 or
below condition would be used for encounter rate analysis. The average encounter rate of sightings
(STG) and average encounter rate of dolphins (ANI) were deduced based on the
encounter rates from six events during the present quarter (i.e. six sets of
line-transect surveys in North Lantau), which was also compared with the one
deduced from the six events during the baseline period (i.e. six sets of
line-transect surveys in North Lantau).
3.5.4
Secondly, the encounter rates
were calculated using both primary and secondary survey effort collected under
Beaufort 3 or below condition as in AFCD long-term monitoring study. The encounter rate of sightings and
dolphins were deduced by dividing the total number of on-effort sightings (STG)
and total number of dolphins (ANI) by the amount of survey effort for the
present quarterly period.
3.5.5
Quantitative grid analysis on
habitat use ¡V To conduct quantitative grid analysis of habitat use, positions
of on-effort sightings of Chinese White Dolphins collected during the quarterly
impact phase monitoring period were plotted onto 1-km2 grids among
NWL and NEL survey areas on GIS.
Sighting densities (number of on-effort sightings per km2)
and dolphin densities (total number of dolphins from on-effort sightings per km2)
were then calculated for each 1 km by 1 km grid with the aid of GIS. Sighting density grids and dolphin
density grids were then further normalized with the amount of survey effort
conducted within each grid. The
total amount of survey effort spent on each grid was calculated by examining
the survey coverage on each line-transect survey to determine how many times
the grid was surveyed during the study period. For example, when the survey boat
traversed through a specific grid 50 times, 50 units of survey effort were
counted for that grid. With the
amount of survey effort calculated for each grid, the sighting density and
dolphin density of each grid were then normalized (i.e. divided by the unit of
survey effort).
3.5.6
The newly-derived unit for
sighting density was termed SPSE, representing the number of on-effort
sightings per 100 units of survey effort.
In addition, the derived unit for actual dolphin density was termed
DPSE, representing the number of dolphins per 100 units of survey effort. Among the 1-km2 grids that
were partially covered by land, the percentage of sea area was calculated using
GIS tools, and their SPSE and DPSE values were adjusted accordingly. The following formulae were used to
estimate SPSE and DPSE in each 1-km2 grid within the study area:
SPSE = ((S / E) x 100) / SA%
DPSE = ((D / E) x 100) / SA%
where S
= total number of on-effort sightings
D = total number of dolphins from on-effort sightings
E = total number of units of survey effort
SA% = percentage of sea area
3.5.7
Behavioural analysis ¡V When
dolphins were sighted during vessel surveys, their behaviour was observed. Different activities were categorized
(i.e. feeding, milling/resting, traveling, socializing) and recorded on sighting
datasheets. This data was then
input into a separate database with sighting information, which can be used to
determine the distribution of behavioural data with a desktop GIS. Distribution of sightings of dolphins
engaged in different activities and behaviours would then be plotted on GIS and
carefully examined to identify important areas for different activities of the
dolphins.
3.5.8
Ranging pattern analysis ¡V
Location data of individual dolphins that occurred during the 3-month baseline
monitoring period were obtained from the dolphin sighting database and
photo-identification catalogue. To
deduce home ranges for individual dolphins using the fixed kernel methods, the
program Animal Movement Analyst Extension, was loaded as an extension with
ArcView© 3.1 along with another extension Spatial Analyst 2.0. Using the fixed kernel method, the
program calculated kernel density estimates based on all sighting positions,
and provided an active interface to display kernel density plots. The kernel estimator then calculated and
displayed the overall ranging area at 95% UD level.
Summary of Survey Effort and Dolphin
Sightings
3.5.9 During the period of September to November 2017, six sets of systematic line-transect
vessel surveys were conducted to cover all transect lines in NWL and NEL survey
areas twice per month.
3.5.10 From these surveys, a total of 802.12 km of survey effort was collected, with 96.0% of the total survey effort being conducted under
favourable weather conditions (i.e. Beaufort Sea State 3 or below with good
visibility). Among the two areas, 297.00 km and 505.12 km of survey effort were conducted in NEL and
NWL survey areas respectively.
3.5.11 The total survey effort conducted on primary lines 578.16 km, while the effort on secondary lines
was 223.96 km.
Survey effort conducted on both primary and secondary lines were considered as
on-effort survey data. A summary table of the survey effort is shown in Annex I of Appendix J.
3.5.12 During the six sets of monitoring surveys in
September to November 2017, 13
groups of 50 Chinese White Dolphins were sighted, with the summary table of the dolphin
sightings is shown in Annex II of Appendix J. All dolphin sightings were made during on-effort search, while 12 of the 13 on-effort dolphin sightings
were made on
primary lines. In addition, all dolphin groups were sighted in NWL, and no dolphin was sighted at all in NEL.
In fact,
since August 2014, only two sightings of two lone dolphins were made
respectively in NEL during HKLR03 monitoring surveys.
Distribution
3.5.13
Distribution of dolphin sightings made
during monitoring surveys in September to November 2017 is shown in Figure
1 of Appendix J. Almost all sightings were made at the northwest
portion of the North Lantau region, mainly to the east of Lung Kwu Chau and at
the mouth of Deep Bay near Black Point (Figure 1 of Appendix J). One dolphin group was also sighted at the
southwestern end of NWL survey area, or near the HKLR09 alignment. As consistently recorded in the previous
monitoring quarters, the dolphins were completely absent from the central and
eastern portions of North Lantau waters (Figure 1 of Appendix J).
3.5.14
All dolphin sightings were located far away from the HKLR03 and HKBCF
reclamation sites as well as along the alignment and Tuen Mun-Chek Lap Kok Link
(TMCLKL) (Figure 1 of Appendix J). However, one sighting was made near the
alignment of HKLR09 as mentioned above.
3.5.15
Sighting distribution of dolphins during the present
impact phase monitoring period (September to November 2017) was drastically
different from the one during the baseline monitoring period (Figure 1 of Appendix
J). In the present quarter, dolphins have
disappeared from the NEL region, which was in stark contrast to their frequent
occurrence around the Brothers Islands, near Shum Shui Kok and in the vicinity
of HKBCF reclamation site during the baseline period (Figure 1 of
Appendix J). The nearly complete abandonment of NEL
region by the dolphins has been consistently recorded in the past 18 quarters
of HKLR03 monitoring, which has resulted in zero to extremely low dolphin
encounter rates in this area.
3.5.16
In NWL survey area, dolphin
occurrence was also significantly different between the baseline and impact
phase periods. During the present
impact monitoring period, dolphins were infrequently sighted here, and mainly
at the northwestern end of the area, which was in stark contrast with their
frequent occurrences throughout the area during the baseline period (Figure 1 of Appendix J).
3.5.17
Another comparison in dolphin distribution was made between the five
quarterly periods of autumn months in 2013-17 (Figure 2 of Appendix J). Among the five autumn periods, dolphins were still
sighted regularly in NWL waters in 2013 and 2014, but their usage there was
progressively reduced in the three subsequent autumn periods, with the only
occurrences mostly concentrated at the northwestern portion of the survey area (Figure 2 of Appendix J).
Encounter Rate
3.5.18
During the present three-month study
period, the encounter rates of Chinese White Dolphins deduced from the survey effort
and on-effort sighting data from the primary transect lines under favourable
conditions (Beaufort 3 or below) for each set of the surveys in NEL and NWL are
shown in Table 3.4. The average encounter rates deduced from
the six sets of surveys were also compared with the ones deduced from the
baseline monitoring period (September ¡V November 2011) (Table 3.5).
3.5.19
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 2.5 sightings
and 9.9 dolphins per 100 km of survey effort respectively, while the encounter
rates of sightings (STG) and dolphins (ANI) in NEL were both nil for this
quarter.
Table 3.4 Dolphin
Encounter Rates (Sightings Per 100 km of Survey Effort) During Reporting Period
(September
to November 2017)
Survey Area
|
Dolphin Monitoring
|
Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)
|
Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of survey effort)
|
Primary Lines Only
|
Primary Lines Only
|
Northeast Lantau
|
Set
1 (15
& 18 Sep 2017)
|
0.00
|
0.00
|
Set
2 (22
& 29 Sep 2017)
|
0.00
|
0.00
|
Set
3 (4
& 9 Oct 2017)
|
0.00
|
0.00
|
Set
4 (18
& 26 Oct 2017)
|
0.00
|
0.00
|
Set
5 (1 & 8 Nov
2017)
|
0.00
|
0.00
|
Set
6 (17
& 24 Nov 2017)
|
0.00
|
0.00
|
Northwest
Lantau
|
Set
1 (15
& 18 Sep 2017)
|
0.00
|
0.00
|
Set
2 (22
& 29 Sep 2017)
|
3.63
|
16.34
|
Set
3 (4
& 9 Oct 2017)
|
1.86
|
9.30
|
Set
4 (18
& 26 Oct 2017)
|
4.89
|
4.89
|
Set
5 (1 & 8 Nov
2017)
|
4.99
|
26.60
|
Set
6 (17
& 24 Nov 2017)
|
3.33
|
5.00
|
Table 3.5 Comparison of average dolphin encounter rates from impact monitoring
period (September to November 2017) and baseline monitoring period (September ¡V
November 2011)
Survey Area
|
Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)
|
Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of survey effort)
|
Reporting
Period
|
Baseline Monitoring
Period
|
Reporting
Period
|
Baseline Monitoring
Period
|
Northeast Lantau
|
0.0
|
6.00
¡Ó 5.05
|
0.0
|
22.19
¡Ó 26.81
|
Northwest Lantau
|
3.12 ¡Ó
1.91
|
9.85
¡Ó 5.85
|
10.35
¡Ó 9.66
|
44.66
¡Ó 29.85
|
Notes:
1) The encounter rates deduced from the baseline monitoring period have been
recalculated based only on the survey effort and on-effort sighting data made
along the primary transect lines under favourable conditions.
2) ¡Ó denotes the standard
deviation of the average encounter rates.
3.5.20
In NEL, the average dolphin
encounter rates (both STG and ANI) in the present three-month impact monitoring
period were both zero with no on-effort sighting being made, and such extremely
low occurrence of dolphins in NEL have been consistently recorded in the past
18 quarters of HKLR03 monitoring (Table 3.6). This is a serious concern as the dolphin occurrence in
NEL in the past few years (0.0-1.0 for ER(STG) and 0.0-3.9 for ER(ANI)) have
remained exceptionally low when compared to the baseline period (Table 3.6). Dolphins
have been virtually absent from NEL waters since January 2014, with only three
groups of six dolphins sighted there since then despite consistent and
intensive survey effort being conducted in this survey area.
Table 3.6 Comparison of Average Dolphin Encounter Rates in Northeast Lantau
Survey Area from All Quarters of Impact Monitoring Period and Baseline
Monitoring Period (Sep ¡V Nov 2011)
Monitoring Period
|
Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)
|
Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of survey effort)
|
September-November
2011 (Baseline)
|
6.00 ¡Ó 5.05*
|
22.19 ¡Ó 26.81*
|
December 2012-February
2013
(Impact)
|
3.14
¡Ó 3.21
|
6.33
¡Ó 8.64
|
March-May
2013
(Impact)
|
0.42
¡Ó 1.03
|
0.42
¡Ó 1.03
|
June-August
2013
(Impact)
|
0.88
¡Ó 1.36
|
3.91
¡Ó 8.36
|
September-November 2013 (Impact)
|
1.01
¡Ó 1.59*
|
3.77
¡Ó 6.49*
|
December 2013-February
2014
(Impact)
|
0.45
¡Ó 1.10
|
1.34
¡Ó 3.29
|
March-May
2014
(Impact)
|
0.00
|
0.00
|
June-August
2014
(Impact)
|
0.42
¡Ó 1.04
|
1.69
¡Ó 4.15
|
September-November 2014
(Impact)
|
0.00*
|
0.00*
|
December 2014-February
2015
(Impact)
|
0.00
|
0.00
|
March-May 2015 (Impact)
|
0.00
|
0.00
|
June-August
2015
(Impact)
|
0.44
¡Ó 1.08
|
0.44
¡Ó 1.08
|
September-November 2015 (Impact)
|
0.00*
|
0.00*
|
December 2015-February
2016
(Impact)
|
0.00
|
0.00
|
March-May 2016 (Impact)
|
0.00
|
0.00
|
June-August
2016
(Impact)
|
0.00
|
0.00
|
September-November 2016 (Impact)
|
0.00*
|
0.00*
|
December 2016-February
2017
(Impact)
|
0.00
|
0.00
|
March-May 2017 (Impact)
|
0.00
|
0.00
|
June-August
2017
(Impact)
|
0.00
|
0.00
|
September-November 2017 (Impact)
|
0.00*
|
0.00*
|
Notes:
1) The encounter rates deduced from the baseline monitoring period have been
recalculated based only on survey effort and on-effort sighting data made along
the primary transect lines under favourable conditions.
2) ¡Ó denotes the standard deviation of the average
encounter rates.
3) The encounter rates in autumnr months were in blue and marked with
asterisk.
3.5.21
On the other hand, the average dolphin
encounter rates (STG and ANI) in NWL during the present impact phase monitoring
period (reductions of 68.3% and 76.8% respectively) were only small 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).
3.5.22
Dolphin encounter rates in NWL during autumn 2017 was similar to the
previous autumn period in 2016, but was much lower than the ones in the autumn
periods of 2013, 2014 and 2015 (Table
3.7). Such temporal trend
should be closely monitored in the upcoming monitoring quarters whether the
dolphin occurrence would continue to increase as the construction activities of
HZMB works have been mostly completed in coming months.
Table 3.7 Comparison
of Average Dolphin Encounter Rates in Northwest Lantau Survey Area from All
Quarters of Impact Monitoring Period and Baseline Monitoring Period (Sep ¡V Nov
2011)
Monitoring Period
|
Encounter rate (STG)
(no. of on-effort dolphin sightings per 100 km of survey effort)
|
Encounter rate (ANI)
(no. of dolphins from all on-effort
sightings per 100 km of survey effort)
|
September-November 2011 (Baseline)
|
9.85 ¡Ó 5.85*
|
44.66 ¡Ó 29.85*
|
December 2012-February 2013 (Impact)
|
8.36 ¡Ó 5.03
|
35.90 ¡Ó 23.10
|
March-May 2013 (Impact)
|
7.75 ¡Ó 3.96
|
24.23 ¡Ó 18.05
|
June-August 2013 (Impact)
|
6.56 ¡Ó 3.68
|
27.00 ¡Ó 18.71
|
September-November 2013 (Impact)
|
8.04 ¡Ó 1.10*
|
32.48 ¡Ó 26.51*
|
December 2013-February 2014 (Impact)
|
8.21 ¡Ó 2.21
|
32.58 ¡Ó 11.21
|
March-May 2014 (Impact)
|
6.51 ¡Ó 3.34
|
19.14 ¡Ó 7.19
|
June-August 2014 (Impact)
|
4.74 ¡Ó 3.84
|
17.52 ¡Ó 15.12
|
September-November 2014 (Impact)
|
5.10 ¡Ó 4.40*
|
20.52 ¡Ó 15.10*
|
December 2014-February 2015 (Impact)
|
2.91 ¡Ó 2.69
|
11.27 ¡Ó 15.19
|
March-May 2015 (Impact)
|
0.47 ¡Ó 0.73
|
2.36 ¡Ó 4.07
|
June-August 2015 (Impact)
|
2.53 ¡Ó 3.20
|
9.21 ¡Ó 11.57
|
September-November 2015 (Impact)
|
3.94 ¡Ó 1.57*
|
21.05 ¡Ó 17.19*
|
December 2015-February 2016 (Impact)
|
2.64 ¡Ó 1.52
|
10.98 ¡Ó 3.81
|
March-May 2016 (Impact)
|
0.98 ¡Ó 1.10
|
4.78 ¡Ó 6.85
|
June-August 2016 (Impact)
|
1.72 ¡Ó 2.17
|
7.48 ¡Ó 10.98
|
September-November 2016 (Impact)
|
2.86 ¡Ó 1.98*
|
10.89 ¡Ó 10.98*
|
December 2016-February 2017 (Impact)
|
3.80 ¡Ó 3.79
|
14.52 ¡Ó 17.21
|
March-May 2017 (Impact)
|
0.93 ¡Ó 1.03
|
5.25 ¡Ó 9.53
|
June-August 2017 (Impact)
|
2.20 ¡Ó 2.88
|
6.58 ¡Ó 8.12
|
September-November 2017 (Impact)
|
3.12 ¡Ó 1.91*
|
10.35 ¡Ó 9.66*
|
Notes:
1) The encounter rates deduced from the baseline monitoring period have
been recalculated based only on survey effort and on-effort sighting data made
along the primary transect lines under favourable conditions.
2) ¡Ó denotes the standard
deviation of the average encounter rates.
3) The
encounter rates in autumn months were in blue and marked with asterisk.
3.5.23 As discussed in Hung (2017), the
dramatic decline in dolphin usage of NEL waters in the past few years
(including the declines in abundance, encounter rate and habitat use in NEL, as
well as shifts of individual core areas and ranges away from NEL waters) was
possibly related to the HZMB construction works that were commenced since
2012. Apparently such noticeable
decline has already extended to NWL waters progressively in the past few years
with no sign of recovery, even though the HZMB-related construction activities
have well past the peak.
3.5.24
A two-way ANOVA with repeated measures and unequal
sample size was conducted to examine whether there were any significant
differences in the average encounter rates between the baseline and impact
monitoring periods. The two
variables that were examined included the two periods (baseline and impact
phases) and two locations (NEL and NWL).
3.5.25
For the comparison between the baseline period and the present quarter
(20th quarter of the impact phase being assessed), the p-values for
the differences in average dolphin encounter rates of STG and ANI were 0.0057
and 0.0278 respectively. If the
alpha value is set at 0.05, significant differences were detected between the
baseline and present quarters in both the average dolphin encounter rates of
STG and ANI.
3.5.26
For the comparison between the baseline period and the
cumulative quarters in impact phase (i.e. the first 20 quarters of the impact
phase being assessed), the p-values for the differences in average dolphin
encounter rates of STG and ANI were 0.000000 and
0.000000 respectively. Even if the alpha value is set at 0.00001, significant
differences were still detected in both the average dolphin encounter rates of
STG and ANI (i.e. between the two periods and the locations).
3.5.27
As indicated in both dolphin distribution patterns and encounter rates,
dolphin usage has been significantly reduced in both NEL and NWL survey areas
during the present quarterly period, and such low occurrence of dolphins has
also been consistently documented in previous quarters of the past few years.
3.5.28
The dramatic
decline in dolphin usage of North Lantau region
raises serious concern, as the timing of the decline in dolphin usage in North Lantau waters coincided well with the construction
schedule of the HZMB-related projects (Hung 2017). Apparently there was no sign of recovery
of dolphin usage even though almost all marine works associated with the HZMB
construction have been completed.
Group Size
3.5.29
Group size of Chinese White Dolphins ranged from one
to 12 individuals per group in North Lantau
region during September to November 2017.
The average dolphin group sizes from these three months were compared with the
ones deduced from the baseline period in September to November 2011, as shown
in Table 3.8.
Table 3.8 Comparison
of Average Dolphin Group Sizes between Reporting Period (Sep ¡V Nov 2017) and
Baseline Monitoring Period (Sep ¡V Nov 2011)
Survey Area
|
Average Dolphin Group Size
|
Reporting Period
|
Baseline Monitoring Period
|
Overall
|
3.85 ¡Ó 3.39 (n = 13)
|
3.72 ¡Ó 3.13 (n = 66)
|
Northeast
Lantau
|
---
|
3.18 ¡Ó 2.16 (n =
17)
|
Northwest
Lantau
|
3.85 ¡Ó 3.39 (n = 12)
|
3.92 ¡Ó 3.40 (n = 49)
|
Note:
1) ¡Ó denotes the standard deviation of the
average group size.
3.5.30 The average dolphin group size in
NWL waters during September to November 2017 was only slightly higher than the one
recorded during the three-month baseline period, but it should also be noted
that the sample size of 13 dolphin groups in the present quarter was very small
when compared to the 66 groups sighted during the baseline period(Table 3.8).
3.5.31 Notably, 8 of these 14 dolphin groups were composed of 1-3 individuals
only while there were four medium-sized groups
with 5-8 dolphins per group, and one large group of 12 dolphins (Annex II of Appendix J).
3.5.32 Distribution of the larger
dolphin groups with five individuals or more per group during the present
quarter is shown in Figure 3 of Appendix J, with comparison to the one in baseline
period. The medium-sized group with 5-8 dolphins were scattered at the northwestern
portion of the NWL survey area with no particular concentration, while the one
large group of 12 dolphins was sighted at the mouth of Deep Bay (Figure
3 of Appendix J). Such distribution pattern was very different from the baseline period,
when the larger dolphin groups were frequently sighted and evenly distributed
in NWL waters, and a few were also sighted in NEL waters (Figure
3 of Appendix J).
Habitat
Use
3.5.33
From September
to November 2017, four of the five grids with moderately
high to high dolphin densities were located to the north of Lung Kwu Chau,
while one grid to the east of Sha Chau also recorded moderately high dolphin
density (Figures 4a and 4b of Appendix J). All grids near HKLR03/HKBCF reclamation sites as
well as TMCLKL alignment did not record any presence of dolphins at all during
on-effort search in the present quarterly period (Figures 4a and 4b of Appendix J).
3.5.34
However, 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 will be collected throughout the impact
phase monitoring programme.
3.5.35 When
compared with the habitat use patterns during the baseline period, dolphin
usage in NEL and NWL has drastically diminished in both areas during the
present impact monitoring period (Figure 5 of Appendix J). During the baseline period, many grids between Siu
Mo To and Shum Shui Kok in NEL recorded moderately high to high dolphin
densities, which was in stark contrast to the complete absence of dolphins
there during the present impact phase period (Figure
5 of Appendix J).
3.5.36 The
density patterns were also very different in NWL between the baseline and
impact phase monitoring periods, with high dolphin usage throughout the area,
especially around Sha Chau, near Black Point, to the west of the airport, as
well as between Pillar Point and airport platform during the baseline
period. In contrast, only several
grids with moderately high to high dolphin densities were located near Lung Kwu
Chau and Sha Chau during the present impact phase period(Figure
5 of Appendix J).
Mother-calf Pairs
3.5.37 During
the present quarterly period,
no young
calf was sighted at all among the 13 groups of dolphins.
Activities and Associations with Fishing Boats
3.5.38
One of the thirteen dolphin groups were
engaged in feeding activity, while another two groups were engaged in
socializing activity. However, none
of them was engaged in traveling or milling/resting activity during the three-month study period.
3.5.39
The percentages of sightings associated
with feeding activities (7.7%) was lower than the one recorded during the
baseline period (11.6%), while the one for socializing activities (15.4%) was
much higher than the ones recorded during the baseline period (5.4%
respectively). However, it should be noted the sample sizes on total numbers of
dolphin sightings were very different between the two periods.
3.5.40
Distribution of dolphins engaged in various activities during the present three-month period and baseline period is shown in (Figure
6 of Appendix J).
The one
dolphin group engaged in feeding activity was sighted at the southeast corner
of Lung Kwu Chau, while the two dolphin groups engaged in socializing
activities were both located to the north of Lung Kwu Chau (Figure
6 of Appendix J).
3.5.41
When compared to the baseline period,
distribution of various dolphin activities during the present impact phase
monitoring period was drastically different with a much more restricted area of
occurrences (Figure 6 of Appendix J).
3.5.42
Notably, one group of a single dolphin was
found to be associated with an operating purse-seiner adjacent to Lung Kwu Chau
within the marine park during the present impact phase period.
Summary Photo-identification works
3.5.43
From September to
November 2017, over 2,500 digital photographs of Chinese White Dolphins were
taken during the impact phase monitoring surveys for the photo-identification
work.
3.5.44
In total, 23 individuals sighted 42 times altogether were identified
(see summary table in Annex III of Appendix J and photographs of identified individuals in Annex IV of Appendix J). All of these re-sightings were made in
NWL. (i.e. CH34, NL33, NL46, NL49, NL320, NL322, NL328
and WL05) were re-sighted twice, while four other individuals (i.e. NL136,
NL182, NL202 and NL286) were re-sighted 3-4 times during the three-month period (Annex III of Appendix J).
3.5.45
Notably, ten of these 23 individuals (i.e. CH34,
NL12, NL49, NL104, NL136, NL182, NL202, NL320, NL321 and WL05) were also
sighted in Northwest Lantau during the HKBCF
monitoring surveys under the same three-month period. Moreover, six individuals (i.e. CH34,
NL12, NL49, NL182, NL210 and WL05) were also sighted in West Lantau waters
during the HKLR09 monitoring surveys from September to November 2017, showing
their extensive individual movements across different survey areas.
Individual range use
3.5.46 Ranging patterns of the 23 individuals identified during the
three-month study period were determined by fixed kernel method, and are shown
in Annex V of Appendix J.
3.5.47 All identified dolphins sighted in the present quarter were utilizing
NWL waters only, but have completely avoided NEL waters where many of them have
utilized as their core areas in the past (Annex V of Appendix J). This is in
contrary to the extensive movements between NEL and NWL survey areas observed
in the earlier impact monitoring quarters as well as the baseline period.
3.5.48 On the other hand, three individuals (i.e. NL12, NL182 and NL210)
consistently utilized North Lantau waters in the past have extended their range
use to WL during the present quarter.
3.5.49 In the upcoming
quarters, individual range use and movements should be continuously monitored
to examine whether there has been any consistent shifts of individual home
ranges from North Lantau to West or Southwest Lantau, as such shift could
possibly be related to the HZMB-related construction works (see Hung 2017).
Action Level / Limit Level Exceedance
3.5.50
There was one Limit Level
exceedance of dolphin monitoring for the quarterly monitoring data (between
September 2017 ¡V November 2017). According to the contractor¡¦s information, the
marine activities undertaken for HKLR03 during the
quarter of September 2017 ¡V November 2017 included seawall
construction, box culvert construction, road and drainage construction and road
and drainage works.
3.5.51 There is no evidence showing the current LL
non-compliance directly related to the construction works of HKLR03 (where the
amounts of working vessels for HKLR03 have been decreasing), although the
generally increased amount of vessel traffic in NEL during the impact phase has
been partly contributed by HKLR03 works since October 2012. It should also be
noted that reclamation work under HKLR03 (adjoining the Airport Island)
situates in waters which has rarely been used by dolphins in the past, and the
working vessels under HKLR03 have been travelling from source to destination in
accordance with the Marine Travel Route to minimize impacts on Chinese White
Dolphin (CWD). In addition, the
contractor will implement proactive mitigation measures such as avoiding
anchoring at Marine Department¡¦s designated anchorage site ¡V Sham Shui Kok
Anchorage (near Brothers Island) as far as practicable.
3.5.52 According to Monitoring of Chinese White Dolphins in
Southwest Lantau Waters ¡V Fourth Quarterly Report (December 2015 to February
2016) which is available on ENPO¡¦s website, with their primary ranges centered
in North and West Lantau waters, some individuals showed apparent range shifts
or extensions to Southwest Lantau waters in 2015-16. For example, three individual dolphins
(NL120, WL46 and WL221) indicated obvious shifts in their range use from NWL to
West Lantau (WL) and Southwest Lantau (SWL) waters. Moreover, many individuals
(e.g. NL212, NL260, WL200, SL55, WL232, WL237 and WL265) have extended their
ranges from WL waters to SWL waters.
It remains to be seen whether some of these individuals have permanently
shifted their ranges away from their primary ranges in North Lantau, or begin
to spend more times in SWL waters as part of their ranges.
3.5.53 ENPO updated that the Hong Kong-Zhuhai-Macao Bridge
Authority (HZMBA) for the Mainland section of Hong Kong-Zhuhai-Macao Bridge
(HZMB) has commenced an interim survey on fisheries resources and CWD in the
Mainland waters. ENPO presented the preliminary findings of the HZMBA interim
survey on CWD sighting and photo-identification works which provide solid
evidence that some CWD that were previously more often sighted in HK waters
have expanded their ranges into the Mainland waters, and some with reduced
usage in HK waters. These preliminary data were mentioned in Monitoring of
Chinese White Dolphins in Southwest Lantau Waters ¡V Fourth Quarterly Report
(December 2015 to February 2016) which is available on ENPO¡¦s website.
3.5.54 A two-way ANOVA with repeated measures and unequal
sample size was conducted to examine whether there were any significant
differences in the average encounter rates between the baseline and impact
monitoring periods. The two
variables that were examined included the two periods (baseline and impact
phases) and two locations (NEL and NWL).
3.5.55 For the comparison
between the baseline period and the present quarter (20th quarter of
the impact phase being assessed), the p-values for the differences in average
dolphin encounter rates of STG and ANI were 0.0057 and 0.0278 respectively. If the alpha value is set at 0.05,
significant differences were detected between the baseline and present quarters
in both the average dolphin encounter rates of STG and ANI.
3.5.56 For the comparison
between the baseline period and the cumulative quarters in impact phase (i.e.
first 20 quarters of the impact phase being assessed), the p-values for the
differences in average dolphin encounter rates of STG and ANI were 0.000000 and
0.000000 respectively. Even if the
alpha value is set at 0.00001, significant differences were still detected in
both the average dolphin encounter rates of STG and ANI (i.e. between the two
periods and the locations).
3.5.57 The AFCD monitoring data during September 2017 to
November 2017 has been reviewed by the dolphin specialist. During the same quarter, no dolphin was
sighted from 74.65 km of survey effort on primary lines in NEL, while four
groups of 18 dolphins were sighted from 133.52 km of survey effort on primary
lines in NWL. This review has confirmed that the low occurrence of dolphins
reported by the HKLR03 monitoring surveys in autumn 2017 in NEL and NWL survey
area is accurate.
3.5.58 All dolphin protective measures are fully and
properly implemented in accordance with the EM&A Manual. According to the
Marine Travel Route Plan, the travelling speed of vessels must not exceed 5
knots when crossing the edge of the proposed marine park. The Contractor will
continue to provide training for skippers to ensure that their working vessels
travel from source to destination to minimize impacts on Chinese White Dolphin
and avoid anchoring at Marine Department¡¦s designated anchorage site - Sham
Shui Kok Anchorage (near Brothers Island) as far as practicable. Also, it is
recommended to complete the marine works of the Contract as soon as possible so
as to reduce the overall duration of impacts and allow the dolphins population
to recover as early as possible.
3.5.59
All dolphin protective
measures are fully and properly implemented in accordance with the EM&A
Manual. According to the Marine Travel Route Plan, the travelling speed of
vessels must not exceed 5 knots when crossing the edge of the proposed marine
park. The Contractor will continue to provide training for skippers to ensure
that their working vessels travel from source to destination to minimize
impacts on Chinese White Dolphin and avoid anchoring at Marine Department¡¦s
designated anchorage site - Sham Shui Kok Anchorage (near Brothers Island) as
far as practicable. Also, it is recommended to complete the marine works of the
Contract as soon as possible so as to reduce the overall duration of impacts
and allow the dolphins population
to recover as early as possible.
3.5.60
A meeting was held on 7 March 2018 with attendance of representative of
ENPO, Resident Site Staff (RSS), Environmental Team (ET) and dolphin specialist
for Contract Nos. HY/2013/01, HY/2011/03, HY/2011/09, HY/2012/07, HY/2012/08.
The discussion/ recommendation as raised in the meeting which might be relevant
to HKLR03 Contract are summarized below.
3.5.61 It was concluded that the HZMB works is one of the
contributing factors affecting the dolphins. It was also concluded the
contribution of impacts due to the HZMB works as a whole (or individual marine
contracts) cannot be quantified nor separate from the other stress factors.
3.5.62 The dolphin specialists of the projects confirmed
that the CWD sighting around the North of Sha Chau and Lung Kwu Chau Marine
Park (SCLKCMP) has significantly decreased, and it was apparently related to
the re-routing of high speed ferry (HSF) from Skypier.
3.5.63 It was reminded that the ETs shall keep reviewing
the implementation status of the dolphin related mitigation measures and remind
the contractor to ensure the relevant measures were fully implemented.
3.5.64 It was recommended that the marine works of HZMB
projects should be completed as soon as possible so as to reduce the overall
duration of impacts and allow the dolphins population to recover as early as
possible.
3.5.65 It was also recommended that the marine works
footprint (e.g., reduce the size of peripheral silt curtain) and vessels for
the marine works should be reduced as much as possible, and vessels idling /
mooring in other part of the North Lantau shall be avoided whenever possible.
3.5.66 It was suggested that the protection measures (e.g.,
speed limit control) for the proposed Brothers Marine Park (BMP) shall be
brought forward as soon as possible before its establishment so as to provide a
better habitat for dolphin recovery. It was noted that under the Regular Marine
Travel Route Plan, the contractors have committed to reduce the vessel speed in
BMP. HyD updated that the draft map of the proposed BMP was gazetted in
February 2016. ENPO updated that the BMP was approved by the Chief Executive in
the Executive Council in August 2016. The ETs were reminded to update the BMP
boundary in the RMTR Plan. The BMP was designated on 30 December 2016. It was reminded that trespassing the BMP
is not allowed under the RMTR Plan.
3.5.67 There was a discussion on exploring possible further
mitigation measures, for example, controlling the underwater noise. It was
noted that the EIA reports for the projects suggested several mitigation
measures, all of which have been implemented.
3.6
Mudflat
Monitoring Results
Sedimentation Rate
Monitoring
3.6.1
The baseline sedimentation rate
monitoring was in September 2012 and impact sedimentation rate monitoring was
undertaken on 16 September 2017. The
mudflat surface levels at the four established monitoring stations and the
corresponding XYZ HK1980 GRID coordinates are presented in Table 3.9 and Table 3.10.
Table 3.9 Measured
Mudflat Surface Level Results
|
Baseline Monitoring
(September 2012)
|
Impact Monitoring
(September 2017)
|
Monitoring Station
|
Easting
(m)
|
Northing (m)
|
Surface Level
(mPD)
|
Easting
(m)
|
Northing (m)
|
Surface Level
(mPD)
|
S1
|
810291.160
|
816678.727
|
0.950
|
810291.088
|
816678.776
|
1.088
|
S2
|
810958.272
|
815831.531
|
0.864
|
810958.265
|
815831.586
|
0.973
|
S3
|
810716.585
|
815953.308
|
1.341
|
810716.480
|
815953.308
|
1.463
|
S4
|
811221.433
|
816151.381
|
0.931
|
811221.423
|
816151.385
|
1.085
|
Table 3.10 Comparison of
Measurement
|
Comparison of measurement
|
Remarks and
Recommendation
|
Monitoring Station
|
Easting
(m)
|
Northing (m)
|
Surface Level
(mPD)
|
S1
|
-0.072
|
0.049
|
0.138
|
Level
continuously increased
|
S2
|
-0.007
|
0.055
|
0.109
|
Level continuously increased
|
S3
|
-0.105
|
0.000
|
0.122
|
Level continuously increased
|
S4
|
-0.01
|
0.004
|
0.154
|
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) as in the EM&A Manual. The water quality monitoring location
(SR3) is shown in Figure
2.1.
3.6.4
Impact water quality monitoring in San Tau (monitoring
station SR3) was conducted in September 2017. The monitoring parameters included
dissolved oxygen (DO), turbidity and suspended solids (SS).
3.6.5
The Impact monitoring result for SR3 were
extracted and summarised below:
Table 3.11 Impact Water Quality Monitoring Results (Depth
Average)
Date
|
Mid Ebb Tide
|
Mid Flood Tide
|
DO (mg/L)
|
Turbidity (NTU)
|
SS (mg/L)
|
DO (mg/L)
|
Turbidity (NTU)
|
SS (mg/L)
|
1-Sep-17
|
6.6
|
7.4
|
4.7
|
6.9
|
6.0
|
7.0
|
4-Sep-17
|
Remark 1
|
Remark 1
|
Remark 1
|
6.0
|
8.7
|
9.7
|
6-Sep-17
|
5.5
|
11.4
|
9.1
|
5.5
|
10.3
|
9.9
|
8-Sep-17
|
6.1
|
11.4
|
7.7
|
5.6
|
5.7
|
8.0
|
11-Sep-17
|
5.7
|
6.8
|
12.1
|
5.4
|
5.4
|
11.3
|
13-Sep-17
|
5.2
|
6.6
|
6.2
|
5.8
|
11.5
|
38.7
|
15-Sep-17
|
6.2
|
5.4
|
3.5
|
6.7
|
7.8
|
4.9
|
18-Sep-17
|
6.1
|
3.6
|
6.4
|
8.3
|
6.5
|
10.1
|
20-Sep-17
|
5.9
|
12.5
|
19.1
|
5.9
|
5.6
|
11.6
|
22-Sep-17
|
11.3
|
9.3
|
12.1
|
5.3
|
7.5
|
11.9
|
25-Sep-17
|
5.7
|
5.0
|
7.8
|
5.9
|
5.8
|
7.7
|
27-Sep-17
|
6.6
|
5.9
|
8.2
|
6.0
|
2.1
|
5.7
|
29-Sep-17
|
5.9
|
4.3
|
8.0
|
8.0
|
5.5
|
9.2
|
Average
|
6.4
|
7.5
|
8.7
|
6.3
|
6.8
|
11.2
|
Remark:
1) All water quality monitoring
was conducted as scheduled in the reporting month except water quality
monitoring during mid-ebb tide on 4 September 2017 which was cancelled due to
adverse weather condition (Strong Wind Signal No. 3).
|
Mudflat Ecology
Monitoring
Sampling Zone
3.6.6
In order to collect baseline information of mudflats in the study site, the
study site was divided into three sampling zones (labeled as TC1, TC2, TC3) in
Tung Chung Bay and one zone in San Tau (labeled as ST) (Figure 2.1 of Appendix O). The horizontal shoreline of
sampling zones TC1, TC2, TC3 and ST were about 250 m, 300 m, 300 m and 250 m
respectively (Figure 2.2 of Appendix O).
Survey of horseshoe crabs, seagrass beds and intertidal communities were
conducted in every sampling zone. The present survey was conducted in September
2017 (totally 5 sampling days between 2nd and 17th
September 2017).
3.6.7
Since the field survey of Jun. 2016, increasing number of trashes and
even big trashes (Figure 2.3 of Appendix
O) were found in every sampling zone. It raised a concern about the solid
waste dumping and current-driven waste issues in Tung Chung Wan. Respective
measures (e.g. manual clean-up) should be implemented by responsible units.
Horseshoe Crabs
3.6.8
Active search method was conducted for
horseshoe crab monitoring by two experienced surveyors in every sampling zone.
During the search period, any accessible and potential area would be
investigated for any horseshoe crab individuals within 2-3 hours of low tide
period (tidal level below 1.2 m above Chart Datum (C.D.)). Once a horseshoe crab
individual was found, the species was identified referencing to Li (2008). The
prosomal width, inhabiting substratum and respective GPS coordinate were
recorded. A photographic record was taken for future investigation. Any
grouping behavior of individuals, if found, was recorded. The horseshoe crab
surveys were conducted on 2nd (for TC2), 3rd (for TC1) and 6th
(for TC3 and ST) September 2017. The weather was generally hot on all field
days without rainfall.
3.6.9 In
Jun. 2017, a big horseshoe crab was tangled by a trash gill net in ST mudflat (Figure 2.3 of Appendix O). It was released to sea once after photo
recording. The horseshoe crab of such size should be inhabitating sub-tidal
environment while it forages on intertidal shore occasionally during high tide
period. If it is tangled by the trash net for few days, it may die due to
starvation or overheat during low tide period. These trash gill nets are
definitely ¡¥fatal trap¡¦ for the horseshoe crabs and other marine life. Manual
clean-up should be implemented as soon as possible by responsible units.
Seagrass Beds
3.6.10
Active search method was conducted for
seagrass bed monitoring by two experienced surveyors in every sampling zone. During
the search period, any accessible and potential area would be investigated for
any seagrass beds within 2-3 hours of low tide period. Once seagrass bed was
found, the species, estimated area, estimated coverage percentage and
respective GPS coordinates were recorded. The seagrass beds surveys were
conducted on 2nd (for TC2), 3rd (for TC1) and 6th
(for TC3 and ST) September 2017. The weather was generally hot on all field
days without rainfall.
Intertidal Soft Shore Communities
3.6.11 The
intertidal soft shore community surveys were conducted in low tide period on 2nd
(for TC2), 3rd (for TC1), 16th (for TC3) and 17th
(for ST) September 2017. In every sampling zone, three 100m horizontal transect
lines were laid at high tidal level (H: 2.0 m above C.D.), mid tidal level (M:
1.5 m above C.D.) and low tidal level (L: 1.0 m above C.D.). Along every
horizontal transect line, ten random quadrats (0.5 m x 0.5 m) were placed.
3.6.12 Inside
a quadrat, any visible epifauna were collected and were in-situ identified to
the lowest practical taxonomical resolution. Whenever possible a hand core
sample (10 cm internal diameter ´ 20 cm depth) of sediments was collected in
the quadrat. The core sample was gently washed through a sieve of mesh size 2.0
mm in-situ. Any visible infauna were collected and identified. Finally the top
5 cm surface sediments was dug for visible infauna in the quadrat regardless of
hand core sample was taken.
3.6.13 All collected fauna were released
after recording except some tiny individuals that are too small to be
identified on site. These tiny individuals were taken to laboratory for
identification under dissecting microscope.
3.6.14 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).
Data Analysis
3.6.15
Data collected from direct search and core sampling
was pooled in every quadrat for data analysis. Shannon-Weaver Diversity Index
(H¡¦) and Pielou¡¦s Species Evenness (J) were calculated for every quadrat using
the formulae below,
H¡¦= -£U ( Ni / N ) ln ( Ni / N ) (Shannon and Weaver,
1963)
J = H¡¦ / ln
S, (Pielou, 1966)
where S is
the total number of species in the sample, N is the total number of individuals,
and Ni is the number of individuals of the ith species.
Mudflat Ecology Monitoring Results and Conclusion
Horseshoe Crabs
3.6.16
In the
present survey, two species of horseshoe crab Carcinoscorpius rotundicauda (total 130 ind.) and Tachypleus tridentatus (total 77 ind.)
were recorded. For one sight record, grouping of 2-18 individuals was observed
at same locations with similar substratum (fine sand or soft mud, slightly
submerged). Photo records were shown in Figure
3.1 of Appendix
O while
the complete survey records were listed in Annex
II of Appendix O.
3.6.17
Table 3.1 of
Appendix O summarizes the survey results of
horseshoe crab in the present survey. For Carcinoscorpius
rotundicauda, moderate number of individuals (18 ind.) were found in TC1
that search record was at low-moderate level (4.5 ind. hr-1 person-1).
The average body size was 30.91 mm (prosomal width ranged 19.99-47.55 mm) in
TC1. There was one individual found in TC2 only (prosomal width 37.85 mm)
resulting in very low search record (0.3 ind. hr-1 person-1).
More individuals were found in TC3 (72 ind.) and ST (39 ind.) resulting in
relatively higher search records (6.5-12.0 ind. hr-1 person-1).
Smaller individuals were found in TC3 that the average body size was 35.02 mm
(prosomal width ranged 13.30-80.27 mm). The average body size was 50.18 mm
(prosomal width ranged 19.87-78.00 mm) in ST.
3.6.18
For Tachypleus
tridentatus, there was one individual found in TC1 only (prosomal width
38.34 mm) resulting in very low search record (0.3 ind. hr-1 per son-1). No
individual was found in TC2. Similarly, more individuals were found in TC3 (48
ind.) and ST (28 ind.) respectively. In TC3, the search record was relatively
higher (8.0 ind. hr-1 person-1) while the average body size was 47.52 mm
(prosomal width ranged 34.76-88.93 mm). In ST, the search record was 4.7 ind.
hr-1 person-1 while the average body size was 47.21 mm
(prosomal width ranged 29.61-64.36 mm).
3.6.19
In the previous survey of Mar. 2015, there
was one important finding that a mating pair of Carcinoscorpius rotundicauda was found in ST (prosomal width: male
155.1 mm, female 138.2 mm) (Figure 3.2
of Appendix O). It indicated the importance of ST as a breeding ground of
horseshoe crab. In another survey of Jun. 2017, mating pairs of Carcinoscorpius rotundicauda were also
found in TC2 (prosomal width: male 175.27 mm, female 143.51 mm) and TC3
(prosomal width: male 182.08 mm, female 145.63 mm) (Figure 3.2 of Appendix O). It indicated that breeding of horseshoe
crab could occur along the coast of Tung Chung Wan rather than ST only, as long
as suitable substratum was available. The 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.
3.6.20
In the previous surveys (Jun. 2016, Jun.
2017) and present survey (Sep. 2017), there were occasional records of large
individuals of Carcinoscorpius
rotundicauda (prosomal width ranged 117.37- 178.67 mm, either single or in
pair) in ST (Fig. 3.3). Based on their sizes, it indicated that individuals of
prosomal width larger than 100 mm would progress its nursery stage from
intertidal habitat to sub-tidal habitat of Tung Chung Wan. These large
individuals might move onto intertidal shore occasionally during high tide for
foraging and breeding. Because they should be inhabiting sub-tidal habitat most
of the time. Their records were excluded from the data analysis to avoid mixing
up with juvenile population living on intertidal habitat.
3.6.21 No marked individual of horseshoe crab was
recorded in the present survey. Some marked individuals were found in the
previous surveys of Sep. 2013, Mar. 2014 and Sep. 2014. All of them were released
through a conservation programme in charged by Prof. Paul Shin (Department of
Biology and Chemistry, The City University of Hong Kong (CityU)). It was a
re-introduction trial of artificial bred horseshoe crab juvenile at selected
sites. So that the horseshoe crab population might be restored in the natural
habitat. Through a personal conversation with Prof. Shin, about 100 individuals
were released in the sampling zone ST on 20 June 2013. All of them were marked
with color tape and internal chip detected by specific chip sensor. There
should be second round of release between June and September 2014 since new
marked individuals were found in the survey of Sep. 2014.
3.6.22 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
3.6.23 Figures 3.4 and 3.5 of Appendix O show the changes of number of individuals,
mean prosomal width and search record of horseshoe crabs Carcinoscorpius rotundicauda and Tachypleus tridentatus respectively in every sampling zone
throughout the monitoring period.
3.6.24 For TC3 and ST, medium to high
search records (i.e. number of individuals) of both species were always found
in wet season (Jun. and Sep.). The search record of ST was higher from Sep. 2012
to Jun. 2014 while it was replaced by TC3 from Sep. 2014 to Jun. 2015. The
search records were similar between two sampling zones from Sep. 2015 to Jun.
2016. In Sep. 2016, the search record of Carcinoscorpius
rotundicauda in ST was much higher than TC3. From Mar. to Jun. 2017, the
search records of both species were similar again between two sampling zones.
It showed a natural variation of horseshoe crab population in these two zones
due to weather condition and tidal effect. No obvious difference of horseshoe
crab population was noted between TC3 and ST. In Sep. 2017, the search records
of both horseshoe crab species decreased except the Carcinoscorpius rotundicauda in TC3. The survey results were
different from previous findings that there were usually higher search records
in Sep.. One possible reason was that the serial cyclone hit decreased
horseshoe crab activity (totally 4 cyclone records between Jun. and Sep. 2017,
to be discussed in 'Seagrass survey' section).
3.6.25 For TC1, the search record was at
low to medium level throughout the monitoring period. The change of Carcinoscorpius rotundicauda was
relatively more variable than that of Tachypleus
tridentatus. Relatively, the search record was very low in TC2 (2 ind. in
Sep. 2013; 1 ind. in Mar., Jun., Sep. 2014, Mar. and Jun. 2015; 4 ind. in Sep.
2015; 6 ind. in Jun. 2016; 1 ind. in Sep. 2016, Mar., Jun. and Sep. 2017).
3.6.26 About
the body size, larger individuals of Carcinoscorpius
rotundicauda were usually found in ST and TC1 relative to those in TC3. For
Tachypleus tridentatus, larger
individuals were usually found in ST followed by TC3 and TC1. Throughout the monitoring period, it was obvious that TC3 and ST
(western shore of Tung Chung Wan) was an important nursery ground for horseshoe
crab especially newly hatched individuals due to larger area of suitable
substratum (fine sand or soft mud) and less human disturbance (far from urban
district). Relatively, other sampling zones were not a suitable nursery ground
especially TC2. Possible factors were less area of suitable substratum
(especially TC1) and higher human disturbance (TC1 and TC2: close to urban
district and easily accessible). In TC2, large daily salinity fluctuation was a
possible factor either since it was flushed by two rivers under tidal inundation.
The individuals inhabiting TC1 and TC2 were confined in small foraging area due
to limited area of suitable substrata. Although a mating pair of Carcinoscorpius rotundicauda was found
in TC2, the hatching rate and survival rate of newly hatched individuals were
believed very low.
Seasonal variation of horseshoe crab
population
3.6.27
Throughout the monitoring period, the search
record of horseshoe crab declined obviously during dry season especially
December (Figures 3.3 and 3.4 of Appendix O). In Dec. 2012, 4 individuals of Carcinoscorpius rotundicauda and 12
individuals of Tachypleus tridentatus
were found only. In Dec. 2013, no individual of horseshoe crab was found. In
Dec. 2014, 2 individuals of Carcinoscorpius
rotundicauda and 8 individuals of Tachypleus
tridentatus were found only. In Dec. 2015, 2 individuals of Carcinoscorpius rotundicauda, 6
individuals of Tachypleus tridentatus
and one newly hatched, unidentified individual were found only. The horseshoe
crabs were inactive and burrowed in the sediments during cold weather (<15
ºC). Similar results of low search record in dry season were reported in a
previous territory-wide survey of horseshoe crab. For example, the search
records in Tung Chung Wan were 0.17 ind. hr-1 person-1 and 0.00 ind. hr-1
person-1 in wet season and dry season respectively (details see Li, 2008).
Relatively the serach records were much higher in Dec. 2016. There were totally
70 individuals of Carcinoscorpius
rotundicauda and 24 individuals of Tachypleus
tridentatus in TC3 and ST. Because the survey was arranged in early
December while the weather was warm with sunlight (~22 ºC during dawn according
to Hong Kong Observatory database, Chek Lap Kok station on 5 Dec). In contrast,
there was no search record in TC1 and TC2 because the survey was conducted in
mid December with colder and cloudy weather (~20 ºC during dawn on 19 Dec). The
horseshoe crab activity would decrease gradually with the colder climate.
3.6.28
From Sep. 2012 to Dec. 2013, Carcinoscorpius rotundicauda was a less
common species relative to Tachypleus
tridentatus. Only 4 individuals were ever recorded in ST in Dec. 2012. This
species had ever been believed of very low density in ST hence the encounter
rate was very low. Since Mar. 2014, it was found in all sampling zones with
higher abundance in ST. Based on its average size (mean prosomal width
39.28-49.81 mm), it indicated that breeding and spawning of this species had
occurred about 3 years ago along the coastline of Tung 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 Mar. 2014,
more individuals were recorded due to larger size and higher activity (i.e.
more conspicuous walking trail).
3.6.29 For Tachypleus tridentatus, sharp
increase of number of individuals was recorded in ST during the wet season of
2013 (from Mar. to Sep.). According to a personal conversation with Prof. Shin
(CityU), his monitoring team had recorded similar increase of horseshoe crab
population during wet season. It was believed that the suitable ambient
temperature increased its conspicuousness. However similar pattern was not
recorded in the following wet seasons. The number of individuals increased in
Mar. and Jun. 2014 followed by a rapid decline in Sep. 2014. Then the number of
individuals fluctuated slightly in TC3 and ST until Mar. 2017. Apart from
natural mortality, migration from nursery soft shore to subtidal habitat was another
possible cause. Since the mean prosomal width of Tachypleus tridentatus
continued to grow and reached about 50 mm since Mar. 2014. Then it varied
slightly between 35-65 mm from Sep. 2014 to Mar. 2017. Most of the individuals
might have reached a suitable size (e.g. prosomal width 50-60 mm) strong enough
to forage in sub-tidal habitat. In Jun. 2017, the number of individuals
increased sharply again in TC3 and ST. Although mating pair of Tachypleus
tridentatus was not found in previous surveys, there should be new round of
spawning in the wet season of 2016. The individuals might have grown to a more
conspicuous size in 2017 accounting for higher search record.
3.6.30
Recently, Carcinoscorpius
rotundicauda was a more common horseshoe crab species in Tung Chung Wan. It
was recorded in the four sampling zones while the majority of population
located in TC3 and ST. Due to potential breeding last year, Tachypleus tridentatus became common
again and distributed in TC3 and ST only. Since TC3 and ST were regarded as
important nursery ground for both horseshoe crab species, box plots of prosomal
width of two horseshoe crab species were constructed to investigate the changes
of population in details.
Box plot of horseshoe crab populations in TC3
3.6.31
Figure 3.6 of Appendix O shows
the changes of prosomal width of Carcinoscorpius rotundicauda and Tachypleus
tridentatus in TC3. As mentioned above, Carcinoscorpius rotundicauda
was rarely found between Sep. 2012 and Dec. 2013 hence the data were lacking.
In Mar 2014, the major size (50% of individual records between upper (top of
red box) and lower quartile (bottom of blue box)) ranged 40-60 mm while only
few individuals were found. From Mar. 2014 to Jun. 2017, the median prosomal
width (middle line of whole box) and major size (whole box) decreased after
Mar. of every year. It was due to more small individuals found. It indicated
new rounds of spawning. Also there were slight increasing trends of body size
from Jun. to Mar. of next year since 2015. It indicated a stable growth of
individuals. Focused on larger juveniles (upper whisker), the size range was
quite variable (prosomal width 60-90 mm) along the sampling months. Juveniles
reaching this size might gradually migrate to sub-tidal habitats.
3.6.32
For Tachypleus
tridentatus, the major size ranged 20-50 mm while the number of individuals
fluctuated from Sep. 2012 to Jun. 2014. Then a slight but consistent growing
trend was observed from Sep. 2014 to Jun. 2015. The prosomal width increased
from 25-35 mm to 35-65 mm. As mentioned, the large individuals might have
reached a suitable size for migrating from the nursery soft shore to subtidal
habitat. It accounted for the declined population in TC3. From Mar. to Sep.
2016, slight increasing trend of major size was noticed again. From Dec. 2016
to Jun. 2017, similar increasing trend of major size was noted with much higher
number of individuals. It reflected new round of spawning. In Sep. 2017
(present survey), the major size decreased while the trend was different from
previous two years. Such decline might be the cause of serial cyclone hit
between Jun. and Sep. 2017 (to be discussed in the 'Seagrass survey' section).
Across the whole monitoring period, the larger juveniles (upper whisker)
reached 60-80 mm in prosomal width while it could reach 90 mm in present
survey. Juveniles reaching this size might gradually migrate to sub-tidal
habitats.
Box plot of horseshoe
crab populations in ST
3.6.33 Figure
3.7 of Appendix O shows the changes of prosomal width of Carcinoscorpius
rotundicauda and Tachypleus tridentatus in ST. As mentioned above, Carcinoscorpius
rotundicauda was rarely found between Sep. 2012 and Dec. 2013 hence the
data were lacking. From Mar. 2014 to Sep. 2017, the size of major population
decreased and more small individuals (i.e. lower whisker) were recorded after
Jun. of every year. It indicated new round of spawning. Also there were similar
increasing trends of body size from Sep. to Jun. of next year between 2014 and
2017. It indicated a stable growth of individuals. Across the whole monitoring
period, the larger juveniles (i.e. upper whisker) usually ranged 60-80 mm in
prosomal width except one individual (prosomal width 107.04 mm) found in Mar.
2017. It reflected juveniles reaching this size would gradually migrate to
sub-tidal habitats.
3.6.34
For Tachypleus tridentatus, a
consistent growing trend was observed for the major population from Dec. 2012
to Dec. 2014 regardless of change of search record. The prosomal width
increased from 15-30 mm to 60-70 mm. As mentioned, the large juveniles might
have reached a suitable size for migrating from the nursery soft shore to
subtidal habitat. From Mar. to Sep. 2015, the size of major population
decreased slightly to a prosomal width 40-60 mm. At the same time, the number
of individuals decreased gradually. It further indicated some of large
juveniles might have migrated to sub-tidal habitat, leaving the smaller
individuals on shore. There was an overall growth trend. In Dec. 2015, two big
individuals (prosomal width 89.27 mm and 98.89 mm) were recorded only while it
could not represent the major population. In Mar. 2016, the number of
individual was very few in ST that no boxplot could be produced. In Jun. 2016,
the prosomal width of major population ranged 50-70 mm. But it dropped clearly
to 30-40 mm in Sep. 2016 followed by an increase to 40-50 mm in Dec. 2016,
40-70 mm in Mar. 2017 and 50-60mm in Jun. 2017. Based on overall higher number
of small individuals from Jun. 2016 to Sep. 2017 (present survey), it indicated
new round of spawning. Throughout the monitoring period, the larger juveniles
ranged 60-80 mm in prosomal width. Juveniles reaching this size would gradually
migrate to sub-tidal habitats.
3.6.35 As a summary for horseshoe crab
populations in TC3 and ST, there were spawning of Carcinoscorpius rotundicauda from 2014 to 2016 while the spawning
time should be in spring. There were consistent, increasing trends of
population size in these two sampling zones. For Tachypleus tridentatus, small individuals were rarely found in both
zones from 2014 to 2015. It was believed no occurrence of successful spawning.
The existing individuals (that recorded since 2012) grew to a mature size and
migrated to sub-tidal habitat. Hence the number of individuals decreased
gradually. In 2016, new round of spawning was recorded in ST while increasing
number of individuals and body size was noticed.
Impact of the HKLR
project
3.6.36 It was
the 20th survey of the EM&A programme during the construction
period. Based on the results, impact of the HKLR project could not be detected
on horseshoe crabs. The population change was mainly determined by seasonal
variation while new rounds of spawning were observed for both species. In case,
abnormal phenomenon (e.g. very few numbers of horseshoe crab individuals in wet
season, large number of dead individuals on the shore) is found, it would be
reported as soon as possible.
Seagrass Beds
3.6.37 In the
present survey, no seagrass bed was recorded in Tung Chung Wan. Extensive area
of mudflat, where used to be covered by seagrass beds, re-exposed along TC3 and
ST (Figure 3.8 of Appendix O). In the previous survey of Jun. 2017, two
species of seagrass Halophila ovalis
and Zostera japonica were recorded in
TC3 and ST (Figure 3.9 of Appendix O).
There was still extensive seagrass area (~17046.5 m2) of Halophila ovalis along the mudflat
between TC3 and ST at 0.5-2.0 m above C.D.. Another seagrass species Zostera japonica, which was much lower
in vegetation area (~105.4 m2), was co-existing with few patches of Halophila ovalis nearby the mangrove
strand. The disappearance of seagrass beds would be discussed in later
paragraphs.
3.6.38 According to the previous results, majority
of seagrass bed was confined in ST, the temporal change of both seagrass
species were investigated in details:
Temporal variation of seagrass beds
3.6.39 Figure
3.10 of Appendix O shows the changes of estimated total area of
seagrass beds in ST along the sampling months. For Zostera japonica, it
was not recorded in the 1st and 2nd surveys of monitoring
programme. Seasonal recruitment of few, small patches (total seagrass area: 10
m2) was found in Mar. 2013 that grew within the large patch of
seagrass Halophila ovalis. Then the patch size increased and merged
gradually with the warmer climate from Mar. to Jun. 2013 (15 m2).
However the patch size decreased and remained similar from Sep. 2013 (4 m2)
to Mar. 2014 (3 m2). In Jun. 2014, the patch size increased
obviously again (41 m2) with warmer climate followed by a decrease
between Sep. 2014 (2 m2) and Dec. 2014 (5 m2). From Mar.
to Jun. 2015, the patch size increased sharply again (90 m2). It might be due
to the disappearance of the originally dominant seagrass Halophila ovalis
resulting in less competition for substratum and nutrients. From Sep.2015 to
Jun.2016, it was found coexisting with seagrass Halophila ovalis with
steady increasing patch size (from 44 m2 to 115 m2) and
variable coverage. In Sep. 2016, the patch size decreased again to (38 m2)
followed by an increase to a horizontal strand (105.4 m2) in Jun.
2017 (present survey). And it was no longer co-existing with Halophila
ovalis. Between Sep. 2014 and Jun. 2017, an increasing trend was noticed
from Sep. to Jun. of next year followed by a rapid decline in Sep. of next
year. It was possibly the causes of heat stress, typhoon and stronger grazing
pressure during wet season. In the present survey, no seagrass patch of Zostera
japonica was found. Such disappearance matched the findings of previous
monitoring period.
3.6.40 For Halophila ovalis, it was recorded
as 3-4 medium to large patches (area 18.9-251.7 m2;
vegetation coverage 50-80%) beside the mangrove vegetation at tidal level 2 m
above C.D. in Sep. 2012 (first survey). The total seagrass bed area grew
steadily from 332.3 m2
in Sep. 2012 to 727.4 m2
in Dec. 2013. Flowers were observed in the largest patch during its flowering
period. In Mar. 2014, 31 small to medium patches were newly recorded (variable
area 1-72 m2
per patch, vegetation coverage 40-80% per patch) in lower tidal zone between
1.0 and 1.5 m above C.D. The total seagrass area increased further to 1350 m2.
In Jun. 2014, these small and medium patches grew and extended to each other.
These patches were no longer distinguishable and were covering a significant
mudflat area of ST. It was generally grouped into 4 large patches (1116 ¡V 2443 m2)
of seagrass beds characterized of patchy distribution, variable vegetable
coverage (40-80%) and smaller leaves. The total seagrass bed area increased
sharply to 7629 m2.
In Sep. 2014, the total seagrass area declined sharply to 1111 m2. There were
only 3-4 small to large patches (6-253 m2)
at high tidal level and 1 patch at low tidal level (786 m2).
Typhoon or strong water current was a possible cause (Fong, 1998). In Sep.
2014, there were two tropical cyclone records in Hong Kong (7th-8th
Sep.: no cyclone name, maximum signal number 1; 14th-17th
Sep.: Kalmaegi, maximum signal number 8SE) before the seagrass survey dated
21st Sep. 2014. The strong water current caused by the cyclone, Kalmaegi
especially, might have given damage to the seagrass beds. In addition, natural
heat stress and grazing force were other possible causes reducing seagrass beds
area. Besides, very small patches of Halophila ovalis could be found in
other mud flat area in addition to the recorded patches. But it was hardly
distinguished due to very low coverage (10-20%) and small leaves.
3.6.41 In
Dec. 2014, all the seagrass patches of Halophila
ovalis disappeared in ST. Figure 3.10
of Appendix O shows the difference of the original seagrass beds area
nearby the mangrove vegetation at high tidal level between Jun. 2014 and Dec.
2014. Such rapid loss would not be seasonal phenomenon because the seagrass
beds at higher tidal level (2.0 m above C.D.) were present and normal in
December 2012 and 2013. According to Fong (1998), similar incident had occurred
in ST in the past. The original seagrass area had declined significantly during
the commencement of the construction and reclamation works for the
international airport at Chek Lap Kok in 1992. The seagrass almost disappeared
in 1995 and recovered gradually after the completion of reclamation works.
Moreover, incident of rapid loss of seagrass area was also recorded in another
intertidal mudflat in Lai Chi Wo in 1998 with unknown reason. Hence Halophila ovalis was regarded as a short-lived and r-strategy seagrass that could colonize
areas in short period but disappears quickly under unfavourable conditions
(Fong, 1998).
Unfavourable conditions to seagrass Halophila ovalis
3.6.42 Typhoon or strong water current was suggested as one unfavourable
condition to Halophila ovalis (Fong,
1998). As mentioned above, there were two tropical cyclone records in Hong Kong
in Sep. 2014. The strong water current caused by the cyclones might have given
damage to the seagrass beds.
3.6.43 Prolonged light deprivation due to turbid
water would be another unfavouable condition. Previous studies reported that Halophila
ovalis had little tolerance to light deprivation. During experimental
darkness, seagrass biomass declined rapidly after 3-6 days and seagrass died
completely after 30 days. The rapid death might be due to shortage of available
carbohydrate under limited photosynthesis or accumulation of phytotoxic end products
of anaerobic respiration (details see Longstaff et al., 1999). Hence the
seagrass bed of this species was susceptible to temporary light deprivation
events such as flooding river runoff (Longstaff and Dennison, 1999).
3.6.44
In order to investigate any deterioration of
water quality (e.g. more turbid) in ST, the water quality measurement results
at two closest monitoring stations SR3 and IS5 of the EM&A programme were
obtained from the water quality monitoring team. Based on the results from June
to December 2014, the overall water quality was in normal fluctuation except
there was one exceedance of suspended solids (SS) at both stations in
September. On 10th Sep., 2014, the SS concentrations measured during
mid-ebb tide at stations SR3 (27.5 mg/L) and IS5 (34.5 mg/L) exceeded the
Action Level (≤23.5 mg/L and 120% of upstream control station¡¦s reading) and
Limit Level (≤34.4 mg/L and 130% of upstream control station¡¦s reading)
respectively. The turbidity readings at SR3 and IS5 reached 24.8-25.3 NTU and
22.3-22.5 NTU respectively. The temporary turbid water should not be caused by
the runoff from upstream rivers. Because there was no rain or slight rain from
1st to 10th Sep. 2014 (daily total rainfall at the Hong Kong International
Airport: 0-2.1 mm; extracted from the climatological data of Hong Kong
Observatory). The effect of upstream runoff on water quality should be
neglectable in that period. Moreover the exceedance of water quality was
considered unlikely to be related to the contract works of HKLR according to
the ¡¥Notifications of Environmental Quality Limits Exceedances¡¦ provided by the
respective environmental team. The respective construction of seawall and stone
column works, which possibly caused turbid water, were carried out within silt
curtain as recommended in the EIA report. Moreover there was no leakage of
turbid water, abnormity or malpractice recorded during water sampling. In
general, the exceedance of suspended solids concentration was considered to be
attributed to other external factors, rather than the contract works.
3.6.45
Based on the weather condition and water
quality results in ST, the co-occurrence of cyclone hit and turbid waters in
Sep. 2014 might have combined the adverse effects on Halophila ovalis that leaded to disappearance of this short-lived
and r-strategy seagrass species. Fortunately Halophila ovalis was a fast-growing species (Vermaat et al., 1995). Previous studies showed
that the seagrass bed could be recovered to the original sizes in 2 months
through vegetative propagation after experimental clearance (Supanwanid, 1996).
Moreover it was reported to recover rapidly in less than 20 days after dugong
herbivory (Nakaoka and Aioi, 1999). As mentioned, the disappeared seagrass in
ST in 1995 could recover gradually after the completion of reclamation works
for international airport (Fong, 1998). The seagrass beds of Halophila ovalis might recolonize the
mudflat of ST through seed reproduction as long as there was no unfavourable
condition in the coming months.
Recolonization of seagrass beds
3.6.46 Figure 3.10 of Appendix O shows the recolonization of seagrass bed area in ST from Dec. 2014
to Jun. 2017. From Mar. to Jun. 2015, 2-3 small patches of Halophila ovalis were newly found coinhabiting with another
seagrass species Zostera japonica.
But its total patch area was still very low relative to the previous records.
The recolonization rate was low while cold weather and insufficient sunlight
were possible factors between Dec. 2014 and Mar. 2015. Moreover, it would need
to compete with seagrass Zostera japonica
for substratum and nutrient. Since Zostera
japonica had extended and had covered the original seagrass bed of Halophila ovalis at certain degree. From
Jun. 2015 to Mar. 2016, the total seagrass area of Halophila ovalis had increased rapidly from 6.8 m2 to 230.63 m2. It had
recolonized its original patch locations and covered Zostera japonica. In Jun. 2016, the total seagrass area increased
sharply to 4707.3 m2.
Similar to the previous records of Mar to Jun. 2014, the original patch area
increased further to a horizontally long strand. Another large seagrass beds
colonized the lower tidal zone (1.0-1.5 m above C.D.). In Sep. 2016, this patch
extended much and covered significant soft mud area of ST, resulting in sharp
increase of total area (24245 m2). It
indicated the second extensive colonization of this r-strategy seagrass. In
Dec. 2016, this extensive seagrass patch decreased in size and had separated
into few, undistinguishable patches. Moreover, the horizontal strand nearby the
mangrove vegetation decreased in size (Figure
3.10 of Appendix O). The total seagrass bed decreased to 12550 m2. From Mar. to Jun. 2017, the seagrass bed area remained generally
stable (12438-17046.5 m2) but
the vegetation coverage fluctuated (20-50% in Mar. 2017 to 80-100% in Jun.
2017).
Re-disappearance of
seagrass bed
3.6.47
In present survey, the whole
seagrass bed of Halophila ovalis
disappeared again along the shore of TC3 and ST (Figure 3.10 of Appendix O). It was similar to the case between Sep.
and Dec. 2014. As mentioned, strong water current (e.g. cyclone) or
deteriorated water quality (e.g. high turbidity) were the possible causes.
3.6.48
Between the survey periods of
Jun. and Sep. 2017, there were four tropical cyclone records in Hong Kong
(Merbok in 12-13th, Jun.; Roke in 23rd, Jul.; Hato in
22-23rd, Aug.; Pakhar in 26-27th, Aug.) (online database
of Hong Kong Observatory). All of them reaches signal 8 or above especially
Hato (highest signal 10).
3.6.49
According to the water quality
monitoring results (Jul. to Aug. 2017) of the two closest monitoring stations
SR3 and I5 of the respective EM&A programme, the overall water quality was
in normal fluctuation. There was one exceedance of suspended solids (SS) at SR3
on 12 Jul. 2017. The SS concentration reached 24.7 mg/L during mid-ebb tide. It
exceeded the Action Level (≤23.5 mg/L) but was far below the Limit Level ((≤34.4 mg/L). Since such exceedance was slight and temporary, its effect
to seagrass bed should be minimal.
3.6.50
Overall, the disappearance of
seagrass beds in ST was believed the cause of serial cyclone hit in Jul and
Aug. 2017. Based on previous findings, the seagrass beds of both species were
expected to recolonize the mudflat as long as the vicinal water quality was
normal. The recolonization would be a gradual process lasting for about 1.5
years.
Impact of the HKLR project
Intertidal Soft Shore Communities
3.6.52 Table 3.2 and Figure 3.12 of Appendix O show the types of substratum
along the horizontal transect at every tidal level in all sampling zones. The
relative distribution of different substrata was estimated by categorizing the
substratum types (Gravels & Boulders / Sands / Soft mud) of the ten random
quadrats along the horizontal transect. The distribution of substratum types
varied among tidal levels and sampling zones:
¡P In
TC1, high percentage of ¡¥Gravels and Boulders¡¦ (70%) was recorded at high tidal
level followed by ¡¥Sands¡¦ (30%). Even distribution of ¡¥Gravels and Boulders¡¦
(40%) and ¡¥Sands¡¦ (40%) were recorded at mid tidal level. Relatively, the
substratum types of low tidal level were different while higher percentages of
¡¥Sands¡¦ (60%) and ¡¥Soft mud¡¦ (30%) were recorded.
¡P In
TC2, the substartum types were recorded evenly at high and mid tidal levels
('Soft mud' 40-50%, 'Gravels and Boulders' 30%, 'Sands' 20-30%,). At low tidal
level, the major substratum type was 'Soft mud' (80%) followed by 'Gravels and
Boulders' (20%).
¡P In
TC3, high percentages of ¡¥Sands¡¦ (70-90%) were recorded at high and mid tidal
levels followed by ¡¥Soft mud¡¦ (10-30%). At low tidal level, the major
substratum type was ¡¥Gravels and Boulders¡¦ (80%).
¡P In ST,
¡¥Gravels and Boulders¡¦ was the main substratum (100%) at high and mid tidal
levels. At low tidal level, the substartum types were mainly ¡¥Soft mud¡¦ (60%)
and 'Sands' (40%).
3.6.53 There was neither consistent
vertical nor horizontal zonation pattern of substratum type in all sampling
zones. Such heterogeneous variation should be caused by different hydrology
(e.g. wave in different direction and intensity) received by the four sampling
zones.
3.6.54 Table 3.3 of Appendix O lists the total abundance,
density and number of taxon of every phylum in this survey. A total of 12099
individuals were recorded. Mollusca was clearly the most abundant phylum (total
abundance 11160 ind., density 372 ind. m-2, relative abundance
92.2%). The second to fourth abundant phya were Arthropoda (803 ind., 27 ind. m-2,
6.6%), Annelida (72 ind., 2 ind. m-2, 0.6%) and Sipuncula (37 ind.,
1 ind. m-2, 0.3%) respectively. Relatively other phyla were very low
in abundances (density £1 ind. m-2, relative abundance £0.2%). Moreover, the most diverse phylum was Mollusca (37 taxa) followed
by Arthropoda (14 taxa) and Annelida (6 taxa). There was 1-2 taxa recorded only
for other phyla. The taxonomic resolution and complete list of collected
specimens are shown in Annexes IV and V
of Appendix O respectively.
3.6.55
Table 3.4 of Appendix O shows the number of individual, relative abundance and density of each
phylum in every sampling zone. The total abundance (1838-4026 ind.) varied
among the four sampling zones while the phyla distributions were similar. In
general, Mollusca was the most dominant phylum (no. of individuals: 1720-3638
ind.; relative abundance 89.0-95.2%; density 229-485 ind. m-2).
Other phyla were much lower in number of individuals. Arthropoda was the second
abundant phylum (107-402 ind.; 3.7-10.0%; 14-54 ind. m-2). Annelida
was the third abundant phylum in TC2 and TC3 (26-33 ind.; 0.7-1.4%; 3-4 ind. m-2)
and fourth abundant in TC1 (12 ind.; 0.3%; 2 ind. m-2). Sipuncula
was relatively common in TC1 and TC3 (12-16 ind.; 0.3-0.4%; 2 ind. m-2).
Relatively other phyla were low in abundance in all sampling zones (≤ 0.2%).
Dominant species in every sampling zone
3.6.56
Table 3.5 of Appendix O lists the abundant species
(relative abundance >10%) in every sampling zone. In the present survey,
most of the listed abundant species were of low to moderate densities (50-250
ind. m-2). Few listed species of high or very high density (> 250
ind. m-2) were regarded as dominant species. Other listed species of
lower density (< 50 ind. m-2) were regared as common species.
3.6.57
In TC1, the major substratum type was ¡¥Gravels and Boulders¡¦ at high
tidal level. There was dominant gastropod Batillaria
multiformis (337 ind. m-2, relative abundance 63%) followed by
gastropods Cerithidea djadjariensis
(84 ind. m-2, 16%) and Cerithidea
cingulata (62 ind. m-2, 11%) at low densities. At mid tidal
level (substratum types ¡¥Gravels and Boulders¡¦ and ¡¥Sands¡¦), there were few
abundant speices at low to moderate densities including gastropods Cerithidea djadjariensis (109 ind. m-2,
23%), Monodonta labio (81 ind. m-2,
17%), Batillaria multiformis (59 ind.
m-2, 13%), Cerithidea
cingulata (58 ind. m-2, 12%), as well as rock oyster Saccostrea cucullata (106 ind. m-2,
22%, attached on boulders). At low tidal level, few intertidal fauna were
recorded in the major substratum type ¡¥Sands¡¦. However abundant rock oyster Saccostrea cucullata (176 ind. m-2,
29%) and barnacle Balanus amphitrite
(115 ind. m-2, 19 %) were attaching on the boulders.
3.6.58
In TC2, gastropod Cerithidea
djadjariensis (172 ind. m-2, 40%) was abundant at moderate-high
density at high tidal level (major substratum types: ¡¥Soft mud¡¦ and 'Sands')
followed by gastropod Cerithidea
cingulata (89 ind. m-2, 21%) and rock oyster Saccostrea cucullata (56 ind. m-2,
13%, attached on boulders). At mid and low tidal levels (major substratum
types: ¡¥Soft mud¡¦ and 'Gravels and Boulders'), gastropods Cerithidea djadjariensis (32-83 ind. m-2, 15-25%),
Batillaria zonalis (42-63 ind. m-2, 19-20%) and rock oyster Saccostrea cucullata (61-62 ind. m-2,
18-29%) were found common at low-moderate densities generally.
3.6.59 In TC3, the major substratum type was ¡¥Sands¡¦ at
both high and mid tidal levels. Gastropod Cerithidea djadjariensis was
the dominant species of moderate to high density (256-365 ind. m-2, 51-58%) followed by another gastropod Cerithidea
cingulata (129-163 ind. m-2, 26%). Besides
gastropod Batillaria multiformis (73 ind. m-2, 12%) was relatively abundant at high tidal level.
At low tidal level (major substratum: ¡¥Gravels and Boulders¡¦), rock oyster Saccostrea
cucullata (163 ind. m-2, 42%) and
gastropod Monodonta labio (126 ind. m-2, 32%) were abundant at moderate densities.
3.6.60
In ST, there was no clearly abundant species at all tidal levels.
Gastropod Batillaria multiformis (56
ind. m-2, 24%), Monodonta
labio (46 ind. m-2, 19%) and rock oyster Saccostrea cucullata (35 ind. m-2, 15%) were common
species at high tidal level (major substratum: ¡¥Gravels and Boulders¡¦). At mid
tidal level (major substratum: ¡¥Gravels and Boulders¡¦), rock oyster Saccostrea cucullata (117 ind. m-2,
33%) was abundant at moderate density followed by low-density gastropods Monodonta labio (63 ind. m-2,
18 %), Lunella coronata (46 ind. m-2,
13%) and Cerithidea djadjariensis (41
ind. m-2, 12%). At low tidal level (major substratum types: ¡¥Sands¡¦
and ¡¥Soft mud¡¦), there were common taxa only including rock oyster Saccostrea cucullata (28 ind. m-2,
20%, attached on boulders), barnacle Balanus
amphitrite (25 ind. m-2, 18%, attached on boulders), gastropods Cerithidea djadjariensis (24 ind. m-2,
17%) and Batillaria zonalis (14 ind. m-2, 10%).
3.6.61
In general, there was no consistent zonation pattern of species
distribution across all sampling zones and tidal levels. The species
distribution should be determined by the type of substratum primarily. In general,
gastropods Cerithidea djadjariensis
(total number of individuals: 2993 ind., relative abundance 24.7%), Cerithidea cingulata (1548 ind., 12.8%),
Batillaria multiformis (1443 ind.,
11.9%) and Batillaria zonalis (509 ind., 4.2%) were the most commonly occurring
species on sandy and soft mud substrata. Rock oyster Saccostrea cucullata (2101 ind., 17.4%), gastropods Monodonta labio (1116 ind., 9.2%), Lunella coronata (323 ind., 2.7%),
barnacle Balanus amphitrite (438
ind., 3.6%) were commonly occurring species inhabiting gravel and boulders
substratum.
Biodiversity
and abundance of soft shore communities
3.6.62 Table 3.7 of Appendix O shows the mean values of species number,
density, biodiversity index H¡¦ and
species evenness J of soft shore
communities at every tidal level and in every sampling zone. As mentioned
above, the differences among sampling zones and tidal levels were determined by
the major type of substratum primarily.
3.6.63 Among the sampling zones, there was no obvious difference of mean
species number, H' and J across all tidal levels. The mean
species numbers of TC1, TC2 and ST (9-10 spp. 0.25 m-2) were
slightly higher than TC3 (7 spp. 0.25 m-2). The mean densities of
TC1 and TC3 (509-537 ind. m-2) were higher than TC2 and ST (245-322
ind. m-2). Since TC3 was higher in mean density and was highly
dominant by few species, the mean H¡¦
(1.1) was relatively lower than other three sampling zones (1.4-1.6). Overall
the mean J was similar among the four
sampling zones (0.6-0.8).
3.6.64 Across the tidal levels, there was no consistent difference of the mean
species number, H' and J in all sampling zones. For the mean
density, there were generally decreasing trends in TC2, TC3 and ST from high to
low tidal level.
3.6.65 Figures 3.13 to 3.16 of Appendix O show the temporal changes of mean species number, mean density, H¡¦ and J at every tidal level and in every sampling zone along the
sampling months. In general, all the biological parameters fluctuated
seasonally throughout the monitoring period. Lower mean species number and
density were recorded in dry season (Dec.) but the mean H' and J fluctuated
within a stable range.
3.6.66 Focusing on the changes of mean density in ST, there were steady
decreasing trends regardless of tidal levels since the beginning of monitoring
period. It might be an unfavourable change that reflected environmental
stresses. The mean densities increased again from Dec. 2016 to Jun. 2017
reflecting a recovery process. But it decreased again in Sep. 2017 (present
survey) while the heat stress and serial cyclone hit of this wet season were
believed the causes. Because similar decreases of density were noted in other
sampling zones either.
Impact of the HKLR project
3.6.67 It was
the 20th survey of the EM&A programme during the construction
period. Based on the results, impacts of the HKLR project were not detected on
intertidal soft shore community. In case of other abnormal phenomena (e.g. rapid
or consistent decline of fauna densities and species number) are observed, it
would be reported as soon as possible.
3.7
Solid and
Liquid Waste Management Status
3.7.1
The Contractor registered with EPD as a Chemical Waste
Producer on 12 July 2012 for the Contract. Sufficient numbers of receptacles
were available for general refuse collection and sorting.
3.7.2
The summary of waste flow table is detailed in Appendix
K.
3.7.3
The Contractor was reminded that chemical waste
containers should be properly treated and stored temporarily in designated
chemical waste storage area on site in accordance with the Code of Practice on
the Packaging, Labelling and Storage of Chemical Wastes.
3.8
Environmental
Licenses and Permits
3.8.1
The valid environmental licenses and permits during
the reporting period are summarized in Appendix
L.
4
Environmental Complaint and
Non-compliance
4.1.1
The detailed air quality, 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 and AMS6 during the reporting period.
Noise
4.1.3
No Action and Limit Level exceedances for noise were
recorded during daytime on normal weekdays of the reporting period.
Water Quality
4.1.4 No Action Level and Limit Level exceedances for turbidity level and
dissolved oxygen level were recorded during the reporting period.
4.1.5 There were 17 Action Level exceedances and 3 Limit Level exceedances
of suspended solids level during the reporting period. The exceedances of
suspended solids level recorded during reporting period were considered to be
attributed to other external factors such as sea condition, rather than the
contract works. The exceedances were considered as non-contract related.
Dolphin
4.1.6
There was one Limit Level
exceedance of dolphin monitoring for the quarterly monitoring data (between
September 2017 - November 2017). According to the contractor¡¦s information, the
marine activities undertaken for HKLR03 during the quarter of September 2017
and November 2017 included seawall construction, box culvert construction,
road and drainage construction and road and drainage works.
4.1.7
There is no evidence showing the current LL non-compliance directly
related to the construction works of HKLR03 (where the amounts of working
vessels for HKLR03 have been decreasing), although the generally increased
amount of vessel traffic in NEL during the impact phase has been partly
contributed by HKLR03 works since October 2012. It should also be noted that
reclamation work under HKLR03 (adjoining the Airport Island) situates in waters
which has rarely been used by dolphins in the past, and the working vessels
under HKLR03 have been travelling from source to destination in accordance with
the Marine Travel Route to minimize impacts on Chinese White Dolphin (CWD). In
addition, the contractor will implement proactive mitigation measures such as
avoiding anchoring at Marine Department¡¦s designated anchorage site ¡V Sham Shui
Kok Anchorage (near Brothers Island) as far as practicable.
4.1.8 All dolphin protective measures are fully and
properly implemented in accordance with the EM&A Manual. According to the
Marine Travel Route Plan, the travelling speed of vessels must not exceed 5
knots when crossing the edge of the proposed marine park. The Contractor will
continue to provide training for skippers to ensure that their working vessels
travel from source to destination to minimize impacts on Chinese White Dolphin
and avoid anchoring at Marine Department¡¦s designated anchorage site - Sham
Shui Kok Anchorage (near Brothers Island) as far as practicable. Also, it is
recommended to complete the marine works of the Contract as soon as possible so
as to reduce the overall duration of impacts and allow the dolphins population
to recover as early as possible.
4.2
Summary of
Environmental Complaint, Notification of Summons and Successful Prosecution
4.2.1
There was one complaint
received during the reporting period. The summary
of environmental complaint is presented in Table
4.1. The details of cumulative statistics of Environmental Complaints are
provided in Appendix N.
Table 4.1 A
Summary of Environmental Complaint for the Reporting Period
Environmental Complaint No.
|
Date of Complaint Received
|
Description of Environmental Complaint
|
COM-2017-122
|
1823 Integrated Call Centre received a complaint lodged by a member of the public on 30 September 2017. ET received complaint details on 3 October 2017.
|
Cleanliness
problem at Tung Fai Road
|
4.2.2
For Environmental Complaint No.
COM-2017-122, complaint investigation was undertaken. Based on the
investigation result, there is no direct evidence showing that the complaint is
related to Contract No. HY/2011/03. Nevertheless, in order to enhance dust
suppression measures, the Contractor will increase the frequency of road
cleaning by water bowser from three times per day to four times per day, subject
to regular review with relevant stakeholders in the vicinity.
4.2.3
Statistics on notifications of
summons and successful prosecutions are summarized in Appendix M.
5
Comments, Recommendations and Conclusion
5.1.1 According to the environmental site inspections undertaken during
the reporting period, the following recommendations were provided:
¡P
The Contractor was reminded to remove the waste at N1, N4, S9, S15, S16,
S25, HAT, HMA, Portion X, Ventilation Building, plant room at S15, and
depressed roundabout of N30.
¡P
The Contractor was reminded to cover the cement bags with impervious
sheeting at Ventilation Building.
¡P
The Contactor was reminded to provide drip tray for the chemical
containers at N20, S16, S25, HAT, A1 Bridge, Ventilation Building, and
depressed roundabout of N30.
¡P
The Contactor was reminded to remove the stagnant water at N4, HMA, A1
Bridge, A2 Bridge, and depressed roundabout of N30.
¡P
The Contactor was reminded to remove the concrete waste at S7 and S15.
¡P
The Contractor was reminded to provide sufficient and regular water
spraying to minimize dust emission from vehicle movement on the access road of
S25.
¡P
The Contractor was reminded to cover the broken water barriers properly
at S7.
¡P
The Contractor was reminded to prevent water seepage by deploying
sandbag barriers at S7.
¡P
The Contractor was reminded to replace the broken sandbag barriers were
replaced and close their gaps at S25.
¡P
The Contractor was reminded to close the gaps of silt curtain at Portion
X.
¡P
The Contractor was reminded to maintain good housekeeping at HMA and
depressed roundabout of N30.
¡P
The Contractor was reminded to store the chemical container in the
designated storage area of A1 Bridge.
¡P
The Contractor was reminded to place the waste batteries in the chemical
waste storage area for collection by licensed collector at N4.
¡P
The Contractor was reminded to place the contaminated soil in the
chemical waste area storage for collection by licensed collector at S16.
¡P
The Contractor was reminded to cover the dump track at S15.
¡P
The Contractor was reminded to adhere a NRMM label on to the air
compressor at A1 Bridge.
¡P
The Contractor was reminded to adhere a NRMM label on to the concrete
pump at depressed roundabout of N30.
¡P
The Contractor was reminded to water/clean the site access regularly and
provide washing facilities for cleaning the vehicles before leaving the work
area at N20.
¡P
The Contractor was reminded to water/clean the unpaved road at S25.
¡P
The Contractor was reminded to remove the construction waste at S7, S25,
and depressed roundabout of N30.
¡P
The Contractor was reminded to remove the unused blue hose at S11.
¡P
The Contractor was reminded to remove the waste promptly and apply
deodorant control in the waste skip at S16.
5.2.1
The impact monitoring programme for air quality, noise, water quality
and dolphin ensured that any deterioration in
environmental condition was readily detected and timely actions taken to rectify
any non-compliance. Assessment and analysis of monitoring results collected
demonstrated the environmental impacts of the contract. With implementation of
the recommended environmental mitigation measures, the contract¡¦s environmental
impacts were considered environmentally acceptable. The weekly environmental
site inspections ensured that all the environmental mitigation measures
recommended were effectively implemented.
5.2.2 The recommended environmental
mitigation measures, as included in the EM&A programme, effectively
minimize the potential environmental impacts from the contract. Also, the
EM&A programme effectively monitored the environmental impacts from the
construction activities and ensure the proper implementation of mitigation
measures. No particular recommendation was advised for the improvement of the
programme.
5.3.1
The construction phase and
EM&A programme of the Contract commenced on 17 October 2012. This is the twenty-first Quarterly EM&A
Report which summarizes the
monitoring results and audit findings of the EM&A programme during the
reporting period from 1 September to 30 November 2017.
Air Quality
5.3.2 No Action Level and Limit Level exceedances of 1-hr TSP and 24-hr TSP
were recorded at AMS5 and AMS6 during the reporting period.
Noise
5.3.3
No Action and Limit Level
exceedances for noise were recorded during daytime on normal weekdays of the
reporting period.
Water Quality
5.3.4 There were 17 Action Level exceedances and 3 Limit Level exceedances of
suspended solids level during the reporting period. No Action Level and Limit
Level exceedances for turbidity level and dissolved oxygen level were recorded
during the reporting period.
Dolphin
5.3.5
There was a Limit Level exceedance of dolphin monitoring for the quarterly
monitoring data between September 2017 - November 2017.
5.3.6
During the present quarter of dolphin monitoring, no adverse impact from
the activities of this construction project on Chinese White Dolphins was
noticeable from general observations.
5.3.7
Although dolphins rarely occurred in the area of HKLR03 construction in
the past and during the baseline monitoring period, it is apparent that dolphin
usage has been dramatically reduced in NEL since 2012, and many individuals
have shifted away completely from the important habitat around the Brothers
Islands.
5.3.8
It is critical to continuously monitor the dolphin usage in North Lantau
region in the upcoming quarters, to determine whether the dolphins are
continuously affected by the various construction activities in relation to the
HZMB-related works, and whether suitable mitigation measure can be applied to
revert the situation.
Mudflat - Sedimentation Rate
5.3.9
This measurement result was generally and relatively higher than the baseline
measurement at S1, S2, S3 and S4. The mudflat level is continuously increased.
Mudflat - Ecology
5.3.10
The September 2017 survey was
the twentieth survey of the EM&A programme during the construction period.
Based on the results, impacts of the HKLR project could not be detected on
horseshoe crabs, seagrass and intertidal soft shore community.
Environmental Site
Inspection and Audit
5.3.11
Environmental site inspection
was carried out on 6, 13, 20 and 29 September 2017; 4, 11, 18, 25 and 31 October 2017; and 8, 15, 22 and 28 November 2017. Recommendations on remedial actions were given to the Contractors
for the deficiencies identified during the site inspections.
5.3.12
There was one complaint
received in relation to the environmental impacts during the reporting period. After investigation, there is no direct evidence showing that the
complaint is related to Contract No. HY/2011/03. Nevertheless, in order to
enhance dust suppression measures, the Contractor will increase the frequency
of road cleaning by water bowser from three times per day to four times per
day, subject to regular review with relevant stakeholders in the vicinity.
5.3.13
No notification of summons and
prosecution was received during the reporting period.