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.
18 (December 2016 to February 2017)
27
July 2017
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 eighteenth Quarterly EM&A report
for the Contract which summarizes the monitoring results and audit findings of
the EM&A programme during the reporting period from 1 December 2016 to 28 February 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
|
December 2016
|
January
2017
|
February
2017
|
Air
Quality
|
1-hr
TSP
|
6, 12, 16, 22 and 28
|
3, 9, 13, 19, 24 and 27
|
2, 7, 13, 17 and 23
|
24-hr
TSP
|
5, 9, 15, 21, 24 and 30
|
5, 10, 16, 20 and 26
|
1, 6, 10, 16, 22 and 28
|
Noise
|
6, 12, 22 and 28
|
3, 9, 19 and 24
|
2, 7, 13 and 23
|
Water
Quality
|
2, 5, 7, 9, 12, 14, 16, 19, 21, 23, 26, 28
and 30
|
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 and
27
|
Chinese
White Dolphin
|
1, 6, 16 and 19
|
10, 12, 16 and 20
|
7, 9, 16 and 21
|
Mudflat
Monitoring (Ecology)
|
3, 4, 5, 17, 18 and 19
|
--
|
--
|
Mudflat
Monitoring (Sedimentation rate)
|
7
|
--
|
--
|
Site Inspection
|
7, 14, 21 and 30
|
4,
11, 18 and 27
|
3,
8, 15, 22 and 28
|
Due to boat availability, the dolphin monitoring
schedule was rescheduled from 9 December 2016 to 16
December 2016 and from 12 December 2016 to 19
December 2016.
Due to boat availability, the dolphin monitoring
schedule was rescheduled from 19 January 2017 to 16
January 2017 and from 23 January 2017 to 20
January 2017.
Due to weather condition, the dolphin monitoring
schedule was rescheduled from 14 February 2017 to 16 February 2017. Due to boat
availability, the dolphin monitoring schedule was rescheduled from 20 February
2017 to 21 February 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)
|
4
|
0
|
Turbidity
level
|
0
|
0
|
Dissolved
oxygen level (DO)
|
0
|
0
|
Dolphin Monitoring
|
Quarterly
Analysis (Dec 2016 to Feb 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 were five complaints received in relation
to the environmental impacts during the reporting period.
A summary of environmental complaints for this
reporting periods as follows:
Environmental Complaint No.
|
Date of Complaint Received
|
Description of Environmental Complaints
|
COM-2016-099
|
2 December 2016
|
Slurry on public road
|
COM-2016-100
|
14 December 2016
|
Mud/debris on public road
|
COM-2016-103 (See
Remark 1)
|
14 December 2016
|
Noise
|
COM-2017-104 (See
Remark 2)
|
9 January 2017
|
Cleanliness problem at East Coast
Road and Tung Fai Road
|
COM-2017-108
|
23 February 2017
and 2 March 2017
|
Cleanliness problem at East Coast Road
|
Remarks:
1.Based on updated information received in February 2017, the
environmental complaint no. COM-2016-104 mentioned in Monthly EM&A Report
for December 2016 and January 2017 should be COM-2016-103.
2. Based on updated information received in February 2017, the
environmental complaint no. COM-2016-105 mentioned in Monthly EM&A Report
for January 2017 should be COM-2016-104.
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 quarterly summary 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- East:813273, North 818850) 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 locations 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
was expired on 31 December 2016. Renewal of the permit was applied in mid of
December 2016. As the application was still under Civil Aviation Department¡¦s
review on 2 January 2017 to determine whether the proposed water quality
monitoring at locations IS10 and SR5 would affect airport¡¦s operation and their
permission is one of consideration for Marine Department to issue the Permit.
Therefore, accessing monitoring locations at IS10 and SR5 was temporarily
prohibited on 2, 4 and 6 January 2017. 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. IS10(N) and SR5(N) were located outside the
restricted area but close to the original monitoring location. So, the
monitoring results obtained at IS10(N) and SR5(N) are still representative and
the baseline monitoring results are still applicable. The permit has been
granted by Marine Department on 6 January 2017. Thus, the impact water quality
monitoring works at original monitoring locations at IS10 and SR5 has been
resumed since 9 January 2017.
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 eighteenth
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 December 2016 to 28 February 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
|
Pipe Piling
|
Portion X
|
Loading and Unloading of
Filling Materials
|
Portion X
|
Backfilling at Scenic Hill
Tunnel (Cut & Cover Tunnel)
|
Portion X
|
Construction of Tunnel Box
Structure at Scenic Hill Tunnel (Cut & Cover Tunnel)
|
Portion X
|
Excavation for HKBCF to
Airport Tunnel & construction of tunnel box structure
|
Portion X
|
Excavation for Diversion of
culvert PR9 and PR14
|
Portion X
|
Works for Diversion of Airport
Road
|
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 Excavation / Box
Jacking underneath Airport Road and Airport Express Line
|
Airport Road / Airport Express Line
|
Excavation and lateral support
works at shaft 3 extension north shaft (Package T1.12.1)
|
Near Kwo Lo Wan Road
|
Construction of Tunnel box
structure (Package T1.12.1)
|
Near Kwo Lo Wan Road
|
Construction of Tunnel box
structure
|
Shaft 3 Extension South 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
West (Cut & Cover Tunnel)
|
Portion X
|
Sub-structure &
superstructure works for Highway Operation and Maintenance Area Building
|
Portion X
|
Superstructure works for
Scenic Hill Tunnel West Portal Ventilation Buildingilding
|
West Portal
|
Excavation for Scenic Hill
Tunnel
|
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)
|
NMS5
|
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)
|
December 2016
|
AMS5
|
75
|
32 ¡V 168
|
352
|
500
|
AMS6
|
72
|
30 ¡V 136
|
360
|
January 2017
|
AMS5
|
101
|
19 ¡V 286
|
352
|
AMS6
|
91
|
38 ¡V 205
|
360
|
February 2017
|
AMS5
|
107
|
32 ¡V 191
|
352
|
AMS6
|
138
|
54 ¡V 329
|
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)
|
December 2016
|
AMS5
|
117
|
52 ¡V 148
|
164
|
260
|
AMS6
|
111
|
79 ¡V 167
|
173
|
January 2017
|
AMS5
|
65
|
45 ¡V 89
|
164
|
AMS6
|
74
|
45 ¡V 98
|
173
|
February 2017
|
AMS5
|
72
|
36 ¡V 98
|
164
|
AMS6
|
75
|
52 ¡V 104
|
173
|
3.2.2
No Action/ Limit Level
exceedances of 1-hr TSP and 24-hr TSP were recorded at AMS5 and AMS6 during the
reporting period.
3.3
Noise Monitoring Results
3.3.1
The monitoring results for construction noise
are summarized in Table 3.3 and the
monitoring results and relevant graphical plots for this reporting
period are provided in Appendix H.
Table 3.3 Summary of Construction Noise
Monitoring Results Obtained During the Reporting Period
Reporting period
|
Monitoring Station
|
Average Leq (30 mins),
dB(A)*
|
Range of Leq (30
mins), dB(A)*
|
Action Level
|
Limit Level Leq (30
mins), dB(A)
|
December 2016
|
NMS5
|
61
|
60 ¡V 61
|
When one documented complaint is received
|
75
|
January 2017
|
59
|
58 ¡V 60
|
February 2017
|
61
|
58 ¡V 63
|
3.3.2 There were no Action and Limit Level
exceedances for noise during daytime on normal weekdays of the reporting period.
3.3.3 Major
noise sources during the noise monitoring included construction activities of
the Contract and nearby traffic noise and insect noise.
3.4.1
Impact water quality monitoring was conducted at
all designated monitoring stations during the reporting period. Impact water quality monitoring results and
relevant graphical plots are provided in
Appendix I.
3.4.2 During the reporting period, three Action Level exceedances of suspended
solids were recorded at stations IS(Mf)6, IS7 and SR4 during mid-flood tide on
14 December 2016 respectively. An Action Level exceedance of suspended solids
was recorded at station SR10B during mid-ebb tide on 15 February 2017. Record
of ¡§Notification of Environmental Quality Limit Exceedances¡¨ is provided in Appendix M. No Action/ Limit Level exceedances of turbidity and dissolved oxygen
level were recorded during the reporting period. No Limit Level exceedances of
suspended solids level were recorded during the reporting period.
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 December
2016 to
February 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 878.35 km
of survey effort was collected, with 86.5% 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, 340.00 km
and 538.35
km of survey effort were conducted in NEL and NWL survey areas respectively.
3.5.11
The total survey effort conducted on primary
lines was 632.39 km, while the effort on secondary lines was 245.96
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 December
2016 to
February 2017, a total of 17 groups of 62 Chinese White Dolphins were sighted. A summary table of the dolphin sightings
is shown in Annex II of Appendix J.
3.5.13
For the present quarterly period, 14 of the 17
dolphin sightings were made during on-effort search, while all except one
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
3.5.14
Distribution of dolphin sightings made during
monitoring surveys in December
2016 to February 2017 is shown in Figure 1 of Appendix J.
3.5.15
Dolphin sightings made in the present quarter
were mainly located to the north of Lung Kwu Chau and
at the northwestern end of NWL survey area (Figure 1 of Appendix J). A few sightings were also made to
the west of airport platform adjacent to the western territorial boundary
(Figure 1 of Appendix J). On the other hand, the dolphins were
completely absent from the central and western portions of North Lantau waters as
in previous quarters (Figure 1 of
Appendix J).
3.5.16
All dolphin sightings were located far away from
the HKBCF and HKLR03 reclamation sites as well as along the alignment of Tuen
Mun-Chek Lap Kok Link (TMCLKL).
However, two dolphin groups were sighted adjacent
to the HKLR09 alignment near Sham Wat (Figure 1 of Appendix J).
3.5.17 Sighting distribution of dolphins
during the present impact phase monitoring period (December 2016 to February 2017) was drastically different from the one during the baseline monitoring
period (September to November 2011) (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). The nearly complete abandonment
of NEL region by the dolphins has been consistently recorded in the past 16 quarters of HKLR03 monitoring,
which has resulted in zero to extremely low dolphin encounter rates in this
area.
3.5.18
In NWL survey area, dolphin occurrence was also significantly different between the baseline
and impact phase periods. During
the present impact monitoring period, much fewer dolphins occurred in this
survey area (mostly to the north
of Lung Kwu Chau at the
northwestern corner of the survey
area) than during the baseline period, when many dolphin groups were
frequently sighted between Lung Kwu Chau and Black Point, around Sha Chau, near
Pillar Point and to the west of the Chek Lap Kok Airport (Figure 1 of Appendix J).
3.5.19
Another comparison in dolphin distribution was
made between the five quarterly periods of winter
months in 2012-17 (Figure 2 of Appendix J). Among the five winter
periods, dolphins were regularly sighted in NWL waters in 2012-13
and 2013-14, but their usage there has
gradually diminished in the three subsequent winter periods,
with the only occurrences mostly concentrated within
and around the Sha Chau and Lung Kwu Chau Marine Park (Figure 2 of Appendix J).
Encounter Rate
3.5.20
During the present three-month study period, the
encounter rates of Chinese White Dolphins deduced from the survey effort and
on-effort sighting data from the primary transect lines under favourable
conditions (Beaufort 3 or below) for each set of the surveys in NEL and NWL are
shown in Table 3.4. The average encounter rates deduced from
the six sets of surveys were also compared with the ones deduced from the
baseline monitoring period (September ¡V November 2011) (See Table 3.5).
3.5.21
To facilitate the comparison with the AFCD
long-term monitoring results, the encounter rates were also calculated for the
present quarter using both primary and secondary survey effort. The encounter rates of sightings (STG)
and dolphins (ANI) in NWL were 2.91 sightings and 10.73 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
(December 2016
¡V February 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 (1 & 6 Dec 2016)
|
0.00
|
0.00
|
Set 2 (16 & 19 Dec 2016)
|
0.00
|
0.00
|
Set 3 (10 & 12 Jan 2017)
|
0.00
|
0.00
|
Set 4 (16 & 20 Jan 2017)
|
0.00
|
0.00
|
Set 5 (7 & 9 Feb 2017)
|
0.00
|
0.00
|
Set 6 (16 & 21 Feb 2017)
|
0.00
|
0.00
|
Northwest Lantau
|
Set 1 (1 & 6 Dec 2016)
|
1.58
|
1.58
|
Set 2 (16 & 19 Dec 2016)
|
5.99
|
22.45
|
Set 3 (10 & 12 Jan 2017)
|
0.00
|
0.00
|
Set 4 (16 & 20 Jan 2017)
|
6.27
|
20.38
|
Set 5 (7 & 9 Feb 2017)
|
0.00
|
0.00
|
Set 6 (16 & 21 Feb 2017)
|
8.99
|
42.71
|
Table
3.5 Comparison of average dolphin encounter rates from impact
monitoring period (December
2016 ¡V February 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)
|
December 2016 ¡V February 2017
|
September ¡V November 2011
|
December 2016 ¡V February 2017
|
September ¡V November 2011
|
Northeast Lantau
|
0.0
|
6.00 ¡Ó 5.05
|
0.0
|
22.19 ¡Ó 26.81
|
Northwest Lantau
|
3.80 ¡Ó 3.79
|
9.85 ¡Ó 5.85
|
14.52 ¡Ó 17.21
|
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.
3.5.22
In NEL, the average dolphin encounter rates
(both STG and ANI) in the present three-month impact monitoring period were
both zero with no on-effort sighting being made, and such extremely low
occurrence of dolphins in NEL have been consistently recorded in the past 16
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*
|
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 winter months were in blue and marked with asterisk.
3.5.23
On the other hand, the average dolphin encounter
rates (STG and ANI) in NWL during the present impact phase monitoring period
(reductions of 61.4% and 67.5%
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).
3.5.24
During the same winter quarters, dolphin
encounter rates in NWL during 2016-17 was slightly higher than the previous two
winter periods, but was still much lower than the ones in the winter periods of
2012-13 and 2013-14 (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*
|
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 winter months were in blue and marked with asterisk.
3.5.25
As recently discussed in Hung (2016), 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. It appeared that such
noticeable decline has already extended to NWL waters progressively in the past
few years, and with no sign of recovery even the HZMB-related construction
activities has well past the peak.
3.5.26
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).
3.5.27
For the comparison between the baseline period
and the present quarter (17th quarter of the impact phase
being assessed), the p-values for the differences in average dolphin encounter
rates of STG and ANI were 0.0110 and 0.0440
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.
3.5.28
For
the comparison between the baseline period and the cumulative quarters in
impact phase (i.e. the first 17 quarters of the impact phase being assessed), the p-values for the
differences in average dolphin encounter rates of STG and ANI were 0.000003 and 0.000001
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).
3.5.29
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. This 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 2016).
3.5.30
To
ensure the continuous usage of North Lantau waters by the dolphins, every
possible measure should be implemented by the contractors and relevant
authorities of HZMB-related works to minimize all disturbances to the dolphins.
Group Size
3.5.31 Group size of Chinese White Dolphins
ranged from one to eight individuals per group in North Lantau region during December 2016 to February 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 (Dec
2016 ¡V Feb 2017) and Baseline
Monitoring Period (Sep ¡V Nov 2011)
Survey Area
|
Average Dolphin Group Size
|
Reporting Period
|
Baseline Monitoring Period
|
Overall
|
3.65 ¡Ó 2.37 (n = 17)
|
3.72 ¡Ó 3.13 (n = 66)
|
Northeast Lantau
|
---
|
3.18
¡Ó 2.16 (n = 17)
|
Northwest Lantau
|
3.65 ¡Ó 2.37 (n = 17)
|
3.92 ¡Ó 3.40 (n = 49)
|
Note:
1) ¡Ó denotes the standard deviation of the
average group size.
3.5.32 The average dolphin group size in
NWL waters during December
2016 to February 2017 was slightly lower than the one
recorded during the three-month baseline period (Table 3.8). Most of these
dolphin groups were composed of 1-4 individuals only, while there were five medium-sized
groups of 5-8 individuals.
3.5.33
Distribution of the larger dolphin groups (i.e.
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.
During the winter months of 2016-17,
the five medium-sized groups were sighted to the
north of Lung Kwu Chau, near Sha Chau, and to the west
of the airport platform (Figure
3 of Appendix J). Such distribution pattern was very
different from the baseline period, when the larger dolphin groups were more
frequently sighted and more evenly distributed in NWL waters, with a few more
sighted in NEL waters (Figure 3 of Appendix J).
Habitat
Use
3.5.34
From December 2016 to
February 2017, the more important habitats utilized by Chinese White
Dolphins were mostly concentrated around Lung Kwu Chau and
to the north of the island (Figures
4a and 4b of Appendix J). Two grids located to the west of the
airport platform and adjacent to HKLR09 alignment also recorded moderate
to high densities of dolphins. On the contrary, 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).
3.5.35 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.
3.5.36
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).
3.5.37 The
density patterns were also very different in NWL between the baseline and
impact phase monitoring periods, with higher 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, the only areas
with moderate to high dolphin densities were restricted to the waters near Lung
Kwu Chau during the present impact phase period (Figure 5 of Appendix J).
Mother-calf Pairs
3.5.38
During the present quarterly period, three unspotted juveniles were sighted with their mothers in the North Lantau region. These
sightings of young calves were located near
Sha Chau and to the west of the airport platform (Figure 6 of Appendix J).
3.5.39
The infrequent occurrence of young calves in
the present quarter was very different from
their regular occurrence in North Lantau waters during the baseline period (Figure 6
of Appendix J). This should be of a serious concern, and
the occurrence of young calves in North Lantau waters should be closely
monitored in the upcoming quarters.
Activities and Associations with
Fishing Boats
3.5.40 Four of the 17 dolphin groups were engaged in feeding activities, while none of them was engaged in socializing, traveling or
milling/resting activity during the three-month study period.
3.5.41
The percentage of sightings associated with
feeding activities (23.5%) was much higher than the one recorded during the baseline
period (11.6%). However, it should
be noted the sample size on total numbers of dolphin sightings during the
present quarter (17 dolphin groups) was much lower than the baseline period (66
dolphin groups).
3.5.42
Distribution of dolphins engaged in various
activities during the present impact phase period and the baseline period is
shown in Figure 6 of Appendix J. The four dolphin groups engaged in
feeding activities were sighted around Lung Kwu Chau,
Sha Chau as well as to the west of Shum Wat adjacent
to the HKLR09 alignment during the present quarterly period, which was
very different from the baseline period when various dolphin activities
occurred throughout the North Lantau region (Figure 6 of Appendix J).
3.5.43
Notably, none of the 17 dolphin groups was found to be associated with any operating fishing vessel
during the present impact phase period.
Summary Photo-identification works
3.5.44
From December 2016 to February 2017, over 2,100 digital photographs of Chinese
White Dolphins were taken during the impact phase monitoring surveys for the
photo-identification work.
3.5.45
In
total, 26 individuals sighted 43 times altogether were identified
(see summary table in Appendix III and photographs of identified individuals in Annex IV of Appendix J). All of these re-sightings were made in
NWL. Nine individuals (NL46, NL98, NL104, NL136, NL182, NL210, NL321 WL145 and WL275) were re-sighted twice, while two
individuals (NL202 and NL286) were both re-sighted five times during the three-month period (Annex III of Appendix J).
3.5.46
Notably,
six of these 26 individuals (CH105, NL98, NL120, NL123, NL182 and NL226) were also sighted in West Lantau waters during the HKLR09 monitoring surveys
from December 2016 to February 2017, showing their extensive individual movements across different survey areas.
Individual range use
3.5.47
Ranging patterns of the 26 individuals identified during the
three-month study period were determined by fixed kernel method, and are shown
in Annex V of Appendix J.
3.5.48
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.
3.5.49
On
the other hand, several individuals (NL98,
NL120, NL123, NL182 and NL226) consistently utilized North Lantau
waters in the past have extended their range use to WL during the present quarter. 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 2015, 2016).
Conclusion
3.5.50
During the present
quarter of dolphin monitoring, no adverse impact from the activities of this
construction project on Chinese White Dolphins was noticeable from general
observations.
3.5.51
Although dolphins rarely
occurred in the area of HKLR03 construction in the past and during the baseline
monitoring period, it is apparent that dolphin usage has been dramatically
reduced in NEL since 2012, and many individuals have shifted away completely
from the important habitat around the Brothers Islands.
3.5.52 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.
References
3.5.53 Buckland, S. T., Anderson, D. R., Burnham, K. P., Laake, J. L., Borchers,
D. L., and Thomas, L. 2001. Introduction to distance sampling:
estimating abundance of biological populations. Oxford University Press, London.
3.5.54 Hung, S. K. 2008. Habitat use of Indo-Pacific humpback
dolphins (Sousa chinensis) in Hong
Kong. Ph.D. dissertation. University of Hong Kong, Hong Kong, 266
p.
3.5.55 Hung, S. K. 2015. Monitoring of marine mammals in Hong
Kong waters ¡V data collection: final report (2014-15). An unpublished report submitted to the
Agriculture, Fisheries and Conservation Department of Hong Kong SAR Government,
198 pp.
3.5.56 Hung, S. K. 2016. Monitoring of marine mammals in Hong
Kong waters ¡V data collection: final report (2015-16). An unpublished report submitted to the
Agriculture, Fisheries and Conservation Department of Hong Kong SAR Government,
163 pp.
3.5.57
Jefferson, T. A. 2000. Population biology of the Indo-Pacific
hump-backed dolphin in Hong Kong waters.
Wildlife Monographs 144:1-65.
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 7 December 2016. 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
(December 2016)
|
Monitoring Station
|
Easting
(m)
|
Northing (m)
|
Surface Level
(mPD)
|
Easting
(m)
|
Northing (m)
|
Surface Level
(mPD)
|
S1
|
810291.160
|
816678.727
|
0.950
|
810291.174
|
816678.732
|
1.102
|
S2
|
810958.272
|
815831.531
|
0.864
|
810958.273
|
815831.508
|
0.961
|
S3
|
810716.585
|
815953.308
|
1.341
|
810716.583
|
815953.287
|
1.456
|
S4
|
811221.433
|
816151.381
|
0.931
|
811221.428
|
816151.395
|
1.058
|
Table 3.10 Comparison
of Measurement
|
Comparison of
measurement
|
Remarks and Recommendation
|
Monitoring Station
|
Easting
(m)
|
Northing (m)
|
Surface Level
(mPD)
|
S1
|
0.0014
|
0.005
|
0.152
|
Level continuously increased
|
S2
|
0.0001
|
-0.023
|
0.097
|
Level continuously increased
|
S3
|
-0.002
|
-0.021
|
0.115
|
Level continuously increased
|
S4
|
-0.005
|
0.014
|
0.127
|
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
December 2016. 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)
|
2-Dec-16
|
7.19
|
6.55
|
4.95
|
6.90
|
7.20
|
11.60
|
5-Dec-16
|
7.14
|
7.10
|
7.50
|
6.80
|
7.05
|
9.00
|
7-Dec-16
|
6.90
|
7.35
|
16.50
|
7.30
|
10.15
|
19.50
|
9-Dec-16
|
6.98
|
4.35
|
8.85
|
7.22
|
5.20
|
7.45
|
12-Dec-16
|
7.27
|
3.80
|
5.15
|
7.51
|
7.15
|
8.00
|
14-Dec-16
|
7.69
|
2.55
|
7.15
|
7.65
|
2.20
|
14.30
|
16-Dec-16
|
8.30
|
3.10
|
7.45
|
7.81
|
3.60
|
8.40
|
19-Dec-16
|
7.74
|
4.30
|
7.15
|
8.04
|
4.40
|
6.75
|
21-Dec-16
|
7.53
|
6.85
|
9.85
|
7.64
|
6.90
|
8.25
|
23-Dec-16
|
7.56
|
3.70
|
5.10
|
7.88
|
5.15
|
4.20
|
26-Dec-16
|
7.96
|
3.45
|
4.75
|
8.37
|
3.20
|
5.90
|
28-Dec-16
|
8.55
|
3.85
|
7.50
|
8.51
|
5.20
|
7.90
|
30-Dec-16
|
8.68
|
4.35
|
10.50
|
8.53
|
6.10
|
11.00
|
Average
|
7.65
|
4.72
|
7.88
|
7.70
|
5.65
|
9.40
|
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. Survey of horseshoe crabs, seagrass
beds and intertidal communities were conducted in every sampling zone. The
present survey was conducted in December 2016 (totally 6 sampling days between
3rd and 19th December 2016).
Horseshoe
Crabs
3.6.7 Active search method was conducted for
horseshoe crab monitoring by two experienced surveyors in every sampling zone.
During the search period, any accessible and potential area would be investigated
for any horseshoe crab individuals within 2-3 hours of low tide period (tidal
level below 1.2 m above Chart Datum (C.D.)). Once a horseshoe crab individual
was found, the species was identified referencing to Li (2008). The prosomal
width, inhabiting substratum and respective GPS coordinate were recorded. A
photographic record was taken for future investigation. Any grouping behavior
of individuals, if found, was recorded. The horseshoe crab surveys were
conducted on 5th (for TC3 and ST) and 19th (for TC1 and
TC2) December 2016. The weather was generally warm and sunny on 5th
December while it was cloudy and windy on 19th December.
Seagrass Beds
3.6.8 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 5th (for TC3 and ST) and 19th
(for TC1 and TC2) December 2016. The weather was generally warm and sunny on 5th
December while it was cloudy and windy on 19th December.
Intertidal Soft Shore
Communities
3.6.9 The intertidal soft shore community surveys
were conducted in low tide period on 3rd (for TC2), 4th
(for TC3), 17th (for ST) and 18th (for TC1) December
2016. 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.
3.6.10
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.
3.6.11
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.
3.6.12
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
3.6.13 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
3.6.14 In the present survey, two species of
horseshoe crab Carcinoscorpius
rotundicauda (total 70 ind.) and Tachypleus
tridentatus (total 24 ind.) were recorded in TC3 and ST only. For one sight
record, grouping of 2-19 individuals was observed at same locations with
similar substratum (fine sand or soft mud). Photo records were shown in Figure
3.1 of Appendix O while
the complete survey records were listed in Annex II of
Appendix O.
3.6.15 Table 3.1 of Appendix O summarizes the survey results of horseshoe
crab in present survey. For Carcinoscorpius rotundicauda, there were 27 and 43
individuals in TC3 and ST respectively. For ST, the search record was the
higher (7.2 ind. hr-1 person-1) while the average body size was 44.05 mm
(prosomal width ranged 25.61-66.22 mm). The search record of TC3 was 4.5 ind.
hr-1 person-1 with average body size 41.68 mm (prosomal width ranged
16.85-65.73 mm).
3.6.16 For Tachypleus
tridentatus, there were 17 and 7 individuals in TC3 and ST respectively.
For TC3, the search record was higher (2.8 ind. hr-1 person-1)
while the average body size was 39.13 mm (prosomal width ranged 20.40-64.24
mm). For ST, the search record was 1.2 ind. hr-1 person-1
while the average body size was 44.79 mm (prosomal width ranged 41.50-52.57 mm).
3.6.17
In the
previous survey of March 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. Moreover, two moults of Carcinoscorpius
rotundicauda were
found in TC1 with similar prosomal width 130-140 mm (Figure 3.2 of Appendix O). It reflected that a certain numbers of moderately
sized individuals inhabited the sub-tidal habitat of Tung Chung Wan after its
nursery period on soft shore. These individuals might move onto soft shore
during high tide for foraging, moulting and breeding. Then it would return to sub-tidal habitat during
ebb tide.
Because the mating pair should be inhabiting sub-tidal habitat in most of the
time. The record was excluded from the data analysis to avoid mixing up with
juvenile population living on soft shore. In another previous
survey of Jun. 2016, the records of the two big individuals of Carcinoscorpius
rotundicauda (prosomal width 117.37 mm and 178.17 mm) in
TC1 were excluded from data analysis according to the same principle.
3.6.18
No marked individual of horseshoe crab was
recorded in present survey. Some marked individuals were found in previous
surveys conducted in Sep. 2013, Mar. 2014 and Sep. 2014. All of them were
released through a conservation programme conducted 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 crabs population might be
restored in the natural habitat. Through a personal conversation with Prof.
Shin, about 100 individuals were released in the sampling zone ST on 20 June
2013. All of them were marked with color tape and internal chip detected by
specific chip sensor. There should be second round of release between June and
September 2014 since new marked individuals were found in the survey of
September 2014.
3.6.19 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
3.6.20 Figures
3.3 and 3.4 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.
3.6.21
Throughout the monitoring conducted, 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.
3.6.22
For TC3
and ST, high to medium search records (i.e. number of individuals) of both
species were always found. 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. In the present survey (Dec.
2016), the search records of both species were similar again between two
sampling zones. It reflected a natural variation of horseshoe crab population
in these two zones due to weather condition and tidal effect during the survey.
3.6.23
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).
3.6.24
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.
3.6.25 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.
Seasonal variation of horseshoe crab
population
3.6.26 Throughout the monitoring period conducted,
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 the present survey (Dec. 2016). There were totally 70 individuals of Carcinoscorpius rotundicauda and 24
individuals of Tachypleus tridentatus
in TC3 and ST. Because the survey was arranged in early December while the
weather was warm with sunlight (~22 ¢XC
during dawn according to Hong Kong Observatory database, Chek Lap 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 ¢XC
during dawn on 19 Dec). The horseshoe crab activity would decrease gradually
during December and would increase with the warmer climate during March to
April.
3.6.27 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).
3.6.28 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
Dec. 2016 (present survey). 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 Jun. 2016. Most of the individuals might have reached a suitable size
strong enough to forage in sub-tidal habitat.
3.6.29 Since TC3 and ST were regarded as important
nursery ground for horseshoe crab, 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
3.6.30
Figure
3.5 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 and lower quartile) ranged 40-60 mm while only few individuals
were found. From Mar. 2014 to Dec. 2016 (present survey), the size of major
population decreased and more small individuals were recorded after Mar. of
every year. It indicated new rounds of successful breeding and spawning of Carcinoscorpius
rotundicauda in TC3. It matched with the previous mating record in ST in
Mar. 2015. Also there were slight increasing trends of body size from Jun. to
Dec. in years 2015 and 2016. It indicated a stable growth of individuals.
Focused on much larger individuals (circle dots above the box in the box
plots), the size range was quite variable (prosmal width 60-90 mm) along the
sampling months. It was yet to determine their size of migrating to sub-tidal
habitat in TC3.
3.6.31 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. In Dec. 2016
(present survey), the major size decreased to 25-45 mm. Across the monitoring
period, the maximum prosomal width of major population ranged 60-70 mm. It
reflected individuals reaching this size would gradually migrate to sub-tidal
habitats.
Box plot of horseshoe crab populations in ST
3.6.32
Figure
3.6 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. 2016, the size of major population
decreased and more small individuals (i.e. circle dots below the box in the box
plots) were recorded after Jun. of every year. It indicated new round of
successful spawning in ST. It matched with the previous mating record in ST in
Mar. 2015. Also there were slight increasing trends of body size from Sep. to
Jun. from 2014 to 2016. It indicated a stable growth of individuals. Across the
whole monitoring period, the maximum prosomal width (i.e. circle dots above the
box in the box plots) usually ranged 70-80 mm. It reflected individuals
reaching this size would gradually migrate to sub-tidal habitats.
3.6.33
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 55-70 mm. As mentioned, the large
individuals 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
individuals 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. From Dec. 2015 to 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 (present survey). Based on overall higher number of small individuals
recorded in Jun. and Sep. 2016, it indicated new round of successful spawning
in ST. Throughout the monitoring period, the maximum prosomal width of major
population ranged 60-70 mm. It reflected individuals reaching this size would
gradually migrate to sub-tidal habitats, similar to the finding in TC3.
3.6.34
As a summary for horseshoe crab populations in
TC3 and ST, there was successful 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 TC3
and ST 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 successful spawning was recorded in ST while
increasing number of individuals and body size was noticed.
Impact of the HKLR project
3.6.35
It was
the 17th 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 successful spawnings 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
3.6.36
In the
present survey, seagrass species Halophila
ovalis and Zostera japonica were
recorded in TC3 and ST. Photo records were shown in Figure 3.7 of Appendix O while the complete records of seagrass beds
survey were shown in Annex III of Appendix O.
3.6.37
Table 3.2 of Appendix O
summarizes the results of seagrass beds survey. In TC3, three small
patches of Halophila ovalis were
found in soft mud area at 0.5-1.0 m above C.D. while the total seagrass bed
area and vegetation coverage were about 55.1 m2 (average area 18.4 m2)
and 80%.
3.6.38
In ST,
eleven patches of Halophila ovalis were
found while the total seagrass bed area was about 12550.4 m2. The
seagrass bed area was highly variable among patches. In the soft mud area at
0.5-1.5 m above C.D., the largest patch was an extensive, horizontal strand
with area ~10838.3 m2 and vegetation coverage 70%. It had covered
significant portion of the mud flat area in ST (Fig. 3.7). At vicinity, there
were seven small-medium, irregular patches (total area 8.1-62.7 m2,
coverage 80-90%). At higher tidal level (2.0 m above C.D.), there were three
seagrass patches in the sandy area nearby the seaward mangrove boundary. The
largest patch was a horizontal strand with area ~796 m2 and vegetation coverage 50-70% followed by other two
medium patches (area ~135.7-448.8 m2, coverage 50-80%).
3.6.39
For Zostera
japonica, there was one medium, horizontal strand only in the sandy area
nearby the seaward mangrove boundary. The seagrass bed area and vegetation
coverage were about 64.5 m2 and 50-70%.
3.6.40
Since majority of seagrass bed was confined
in ST, the temporal change of both seagrass species were investigated in
details.
Temporal variation
of seagrass beds
3.6.41 Figure 3.8 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 (65 m2) in Dec. 2016.
And it was no longer co-exisitng with Halophila ovalis. From Sep. 2014 to Dec.
2016, an increasing trend was noticed from Sep. to Jun. followed by a rapid
decline to Sep. It was possibly the causes of heat stress, typhoon and stronger
grazing pressure during wet season.
3.6.42 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.
3.6.43
In Dec. 2014, all the seagrass patches of Halophila
ovalis disappeared in ST.
Figure 3.9 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
3.6.44 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 September 2014. The strong water current caused by the
cyclones might have given damage to the seagrass beds.
3.6.45 Prolonged
light deprivation due to turbid water would be another unfavourable 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).
3.6.46 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 programmewere
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.
3.6.47 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
3.6.48 Figure 3.9 of Appendix O shows the recolonization of seagrass bed area in ST from Dec. 2014 to
Dec. 2016 (present survey). 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 (present survey), this extensive seagrass patch decreased in size and
had separated into few, smaller patches. Moreover, the horizontal strand nearby
the mangrove vegetation decreased in size (Fig. 3.9). The total seagrass bed
decreased to 12550 m2. Such decline of seagrass bed area might be similar to the results in
Sep-Dec. 2014.
Impact of the HKLR project
3.6.49 It was the 17th survey of the
EM&A programme during the construction period. According to the results of
present survey, there was clear recolonization of both seagrass species Halophila ovalis and Zostera japonica in ST. Hence the
negative impact of HKLR project on the seagrass was not significant. In Dec.
2016 (present survey), a decline of seagrass bed was noted again but it was yet
to deduce the presence of stress factors. In case unfavourable phenomenon (e.g.
reduction of seagrass patch size, abnormal change of leave colour) is found
presistent, it would be reported as soon as possible.
Intertidal Soft Shore Communities
3.6.50
Table 3.3 and Figure 3.10 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, the major substratum type was
¡¥Gravels and Boulders¡¦ (60%) followed by 'Sands' (40%) at high tidal level.
High percentage of ¡¥Gravels and Boulders¡¦(90%) was recorded at the mid and low
tidal levels.
¡P In TC2, the major substrata types were
¡¥Sands¡¦ (50-60%) and ¡¥Soft mud¡¦ (30-50%) at the high and mid tidal levels.
'Soft mud' was the major substratum type (90%) at the low tidal level.
¡P In TC3, ¡¥Sands¡¦ was the substratum type at
the high and mid tidal levels (100%). At low tidal level, ¡¥Gravels and
Boulders¡¦ (70%) was mainly recorded followed by ¡¥Soft mud¡¦ (20%).
¡P In ST, high percentage of ¡¥Gravels and
Boulders¡¦ (90-100%) was recorded at high and mid tidal levels. The major
substrata types were ¡¥Gravels and Boulders¡¦ (50%) and ¡¥Soft mud¡¦ (30%) at the
low tidal level.
3.6.51
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.
3.6.52
Table 3.4 of Appendix O
lists the total abundance, density and number of taxon of every phylum in this
survey. A total of 9725 individuals were recorded. Mollusca was clearly the
most abundant phylum (total individuals 9231, density 308 ind. m-2,
relative abundance 94.9%). The second and third abundant phya were Arthropoda
(383 ind., 13 ind. m-2, 3.9%) and Annelida (60 ind., 2 ind. m-2,
0.6%) 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 (36 taxa) followed by Arthropoda
(13 taxa) and Annelida (9 taxa). There was 1 taxon recorded only for other
phyla. The taxonomic resolution and complete list of collected specimens are
shown in Annex IV and V of Appendix O respectively.
3.6.53
Table 3.5 of Appendix O
shows the number of individual, relative abundance and density of each phylum
in every sampling zone. The total abundance (1650-3245 ind.) varied among the
four sampling zones while the phyla distributions were similar. In general,
Mollusca was the most dominant phylum (no. of individuals: 1446-3129 ind.;
relative abundance 87.6-97.5%; density 193-417 ind. m-2). Other
phyla were significantly lower in number of individuals. Arthropoda was the
second abundant phylum (28-171 ind.; 1.7-10.4%; 4-23 ind. m-2).
Annelida was the third abundant phylum in TC2 and TC3 (19-29 ind.; 0.6-1.8%;
3-4 ind. m-2). Relatively other phyla were low in abundance in all
sampling zones (≤ 0.5%).
Dominant
species in every sampling zone
3.6.54
Table 3.6 of Appendix O lists
the abundant species (relative abundance >10%) in every sampling zone. In
the present survey, most of the listed abundant species were of low to moderate
densities (50-200 ind. m-2). Other listed species of lower density
(< 50 ind. m-2) were regared as common species.
3.6.55
In TC1, gastropod Batillaria multiformis was highly dominant at very high density
(524 ind. m-2, relative abundance 85%) at high tidal level (major
substratum: ¡¥Gravels and Boulders¡¦). At mid tidal level (major substratum:
¡¥Gravels and Boulders¡¦), gastropods Batillaria
multiformis (136 ind. m-2, 37%), Monodonta labio (74 ind. m-2, 20%) and rock oyster Saccostrea cucullata (95 ind. m-2,
26%, attached on boulders) were abundant at low-moderate densities. At low
tidal level (major substratum: ¡¥Gravels and Boulders¡¦), rock oyster Saccostrea cucullata (110 ind. m-2,
38%) was the abundant at moderate density followed by common gastropod Batillaria multiformis (29 ind. m-2,
10%).
3.6.56 In
TC2, gastropods Cerithidea djadjariensis (144
ind. m-2, 47%) and Cerithidea
cingulata (84 ind. m-2, 28%) were abundant at moderate densities
at high tidal level (major substratum: 'Sands'). Rock oyster Saccostrea cucullata (33 ind. m-2,
11%) was a common species. There was no clearly abundant species at mid and low
tidal levels. Rock oyster Saccostrea
cucullata (64 ind. m-2, 27-53%) and gastropod Batillaria zonalis (18-50 ind. m-2,
15-21%) were common at mid (major substratum: ¡¥Sands¡¦) and low tidal levels
(major substratum: ¡¥Soft mud¡¦). Besides fiddler crab Uca. sp (38 ind. m-2, 16%) and gastropod Cerithidea djadjariensis (30 ind. m-2,
13%) were also common at mid tidal level.
3.6.57 In TC3,
gastropods Batillaria multiformis (216 ind. m-2, 44%) and Cerithidea
djadjariensis (183 ind. m-2, 38%) were abundant at moderate
densities at high tidal level (major substrata: ¡¥Sands¡¦ and 'Soft mud'). And
gastropod Cerithidea cingulata (66 ind. m-2,13%) was common
species. At mid tidal level (major substratum: ¡¥Sands¡¦), gastropod Cerithidea
djadjariensis (140 ind. m-2, 56%) was abundant at moderate
density followed by common gastropods Batillaria multiformis (33 ind. m-2,
13%) and Cerithidea cingulata (32 ind. m-2, 13%). At low
tidal level (major substratum: ¡¥Gravels and Boulders¡¦), rock oyster Saccostrea
cucullata (262 ind. m-2, 47%) was the most abundant at
moderate-high density. Other less abundant species were gastropods Monodonta
labio (98 ind. m-2, 17%) and Batillaria multiformis (67
ind. m-2, 12%).
3.6.58
In ST, no single species was clearly abundant at
high tidal level (major substratum: ¡¥Gravels and Boulders¡¦). The relatively
abundant species included gastropods Monodonta
labio (83 ind. m-2, 31%) and Batillaria
multiformis (62 ind. m-2, 23%). Other common species were
gastropod Lunella coronata (36 ind. m-2,
13%) and rock oyster Saccostrea cucullata
(41 ind. m-2, 15%). At mid tidal level (major substratum:
¡¥Gravels and Boulders¡¦), rock oyster Saccostrea
cucullata (146 ind. m-2, 43%) was abundant at moderate density
followed by common gastropods Lunella
coronata (44 ind. m-2, 13%) and Monodonta labio (40 ind. m-2, 12%). At low tidal level
(major substratum: ¡¥Sands¡¦), rock oyster Saccostrea
cucullata (30 ind. m-2, 53%) was the common species only.
3.6.59
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 Batillaria
multiformis (total number of individuals: 2758 ind., relative abundance
28.4%), Cerithidea djadjariensis (1409
ind., 14.5%) and Cerithidea cingulata (590
ind., 6.1%) were the most commonly occurring species on sandy and soft mud
substrata. Rock oyster Saccostrea
cucullata (2163 ind., 22.2%) and gastropod Monodonta labio (855 ind., 8.8%) were commonly occurring species
inhabiting gravel and boulders substratum.
Biodiversity and abundance of soft shore
communities
3.6.60
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. The variations among sampling zones and tidal levels were determined by the
type of substratum primarily mentioned above.
3.6.61
Among the sampling zones, the mean species number
of TC1 (10 spp. 0.25 m-2) were slightly higher than that of TC2, TC3
and ST (7-8 spp. 0.25 m-2). It was different from previous survey
results that the mean species number of ST was usually higher. The mean
densities of TC3 and TC1 (422-433 ind. m-2) were higher than TC2 and
ST (220-222 ind. m-2). Since the species distribution of ST was more
even relatively, the mean H¡¦ (1.4)
and J (0.8) were slightly higher than
that of TC1, TC2 and TC3 (H':
1.2-1.3, J: 0.6-0.7).
3.6.62
Across the tidal levels, there was no consistent
difference of the mean species number, density and H' in all sampling zones. For the mean J, there was a slightly increasing trend from high to low tidal
level.
3.6.63
Figures 3.11 to 3.14 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. There was no unfavourable change observed until the present survey.
Impact of the HKLR project
3.6.64
It was
the 17th 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, abnormal phenomenon (e.g. rapid or
consistent decline of fauna densities and species number) is observed, it would
be reported as soon as possible.
3.7
Solid and Liquid Waste Management Status
3.7.1
The Contractor registered with EPD as a Chemical
Waste Producer on 12 July 2012 for the Contract. Sufficient numbers of
receptacles were available for general refuse collection and sorting.
3.7.2
The summary of waste flow table is detailed in Appendix K.
3.7.3
The Contractor was reminded that chemical waste
containers should be properly treated and stored temporarily in designated
chemical waste storage area on site in accordance with the Code of Practice on
the Packaging, Labelling and Storage of Chemical Wastes.
3.8
Environmental Licenses and Permits
3.8.1
The valid environmental licenses and permits
during the reporting period are summarized in Appendix L.
4
Environmental Complaint and Non-compliance
4.1.1 The detailed air quality, noise, water
quality and dolphin exceedances are provided in Appendix
M.
Also, the summaries of the environmental exceedances are presented as follows:
Air Quality
4.1.2
No Action / 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/ Limit Level exceedances for noise
were recorded during daytime on normal weekdays of the reporting period.
Water Quality
4.1.4 For marine water quality monitoring, three Action Level exceedances of
suspended solids were recorded at stations IS(Mf)6, IS7, and SR4 during
mid-flood tide on 14 December 2016 respectively. An Action Level exceedance of
suspended solids was recorded at station SR10B during mid-ebb tide on 15
February 2017. Record of ¡§Notification of Environmental Quality Limit
Exceedances¡¨ is provided in Appendix
M. No Action/ Limit Level
exceedances of turbidity and dissolved oxygen level were recorded during the
reporting period. No Limit Level exceedances of suspended solids level were
recorded during the reporting period.
Dolphin
4.1.5 There was one Limit Level
exceedance of dolphin monitoring for the quarterly monitoring data (between
December 2016 and February 2017). According to the contractor¡¦s information,
the marine activities undertaken for HKLR03 during the quarter of December 2016
¡V February 2017 included piling works, removal of surcharge materials, road and
drainage works, temporary drainage diversion, ground investigation, box culvert
diversion, construction of permanent sea wall and maintenance of silt curtain.
4.1.6 There is no evidence showing the
current LL non-compliance directly related to the construction works of HKLR03
(where the amounts of working vessels for HKLR03 have been decreasing),
although the generally increased amount of vessel traffic in NEL during the
impact phase has been partly contributed by HKLR03 works since October 2012. It
should also be noted that reclamation work under HKLR03 (adjoining the Airport
Island) situates in waters which has rarely been used by dolphins in the past,
and the working vessels under HKLR03 have been travelling from source to destination
in accordance with the Marine Travel Route to minimize impacts on Chinese White
Dolphin (CWD). In addition, the contractor will implement proactive mitigation
measures such as avoiding anchoring at Marine Department¡¦s designated anchorage
site ¡V Sham Shui Kok Anchorage (near Brothers Island) as far as practicable.
4.1.7
All
dolphin protective measures are fully and properly implemented in accordance
with the EM&A Manual. According to the Marine Travel Route Plan, the
travelling speed of vessels must not exceed 5 knots when crossing the edge of
the proposed marine park. The Contractor will continue to provide training for
skippers to ensure that their working vessels travel from source to destination
to minimize impacts on Chinese White Dolphin and avoid anchoring at Marine
Department¡¦s designated anchorage site - Sham Shui Kok Anchorage (near Brothers
Island) as far as practicable. Also, it is recommended to complete the marine
works of the Contract as soon as possible so as to reduce the overall duration of
impacts and allow the dolphins population to recover as early as possible. Record of ¡§Notification of
Environmental Quality Limit Exceedances¡¨ is provided in Appendix
M.
4.2
Summary of Environmental Complaint, Notification of
Summons and Successful Prosecution
4.2.1 There were five complaints received in relation to the environmental
impacts during the reporting period. The summary of
environmental complaint is presented in Table
4.1. Complaint investigations were undertaken and
the complaints were unlikely related to Contract No. HY/2011/03. 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-2016-099
|
2 December 2016
|
Slurry on public road
|
COM-2016-100
|
14 December 2016
|
Mud/debris on public road
|
COM-2016-103 (See Remark 1)
|
14 December 2016
|
Noise
|
COM-2017-104 (See Remark 2)
|
9 January 2017
|
Cleanliness problem
at East Coast Road and Tung Fai Road
|
COM-2017-108
|
23 February 2017 and 2 March 2017
|
Cleanliness problem at East Coast Road
|
Remarks:
1.Based on updated information received in
February 2017, the environmental complaint no. COM-2016-104 mentioned in
Monthly EM&A Report for December 2016 and January 2017 should be
COM-2016-103.
2. Based on updated information received in
February 2017, the environmental complaint no. COM-2016-105 mentioned in Monthly
EM&A Report for January 2017 should be COM-2016-104.
4.2.2
No notification of
summons and prosecution was received during the reporting period.
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 maintain the
earth bund at the seafront of S7, S11 properly.
¡P
The
Contractor was reminded to maintain the silt curtain properly at Portion X.
¡P
The
Contractor was reminded to provide drip tray for the chemical containers at HMA,
SHT, S11, S15, S23, S25, N1, N26, N30 and HyD Workshop.
¡P
The
Contractor was reminded to remove the stagnant water at S15, N30 and PR9.
¡P
The
Contractor was reminded to remove the oil stains on the ground of S25 and in
the holes at Shaft 2.
¡P
The
Contractor was reminded to remove the accumulated waste at S15, S16, S19, S25
HMA, N1, N30, PR9, and HyD Workshop.
¡P
The
Contractor was reminded to cover the cement bags entirely by impervious
sheeting at West Portal, HMA and S25.
¡P
The
Contractor was reminded to cover the truck properly at S15 and S25.
¡P
The
Contractor was reminded not to overload the dump truck at S15.
¡P
The
Contractor was reminded to label the chemical waste containers at S25.
¡P
The
Contractor was reminded to provide water spraying during concrete breaking at Shaft
3.
¡P
The
Contractor was reminded to clean the wastewater treatment facility at S23.
¡P
The
Contractor was reminded to remove the mud next to the water-filled barriers at
S25 and N1 and the mud storage pit at S16.
¡P
The
Contractor was reminded to install filtering material at the discharge of pipe
at S16 and S25.
¡P
The
Contractor was reminded to provide properly sealed earth bund at S7, S11 and
PR9.
¡P
The
Contractor was reminded to maintain the broken pipe of the wastewater treatment
facility at N1.
¡P
The
Contractor was reminded to remove the concrete disposed of on the construction
area of S15.
¡P
The
Contractor was reminded to maintain the wheel washing facilities and provide
cleaning for each vehicle before they leave the construction site at S25.
¡P
The
Contractor was reminded to undertake watering on the unpaved road regularly at
S25.
¡P
The
Contractor was reminded to seal the toe of water-filled barrier properly at
N30.
¡P
The
Contractor was reminded to remove the sand next to the water-filled barriers on
East Coast Road.
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 eighteenth Quarterly EM&A
Report which summarizes the monitoring results and audit findings of the
EM&A programme during the reporting period from 1 December 2016 to 28 February 2017.
Air Quality
5.3.2
No Action / 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/Limit Level exceedances for noise were recorded during daytime on normal
weekdays of the reporting period.
Water Quality
For marine water quality
monitoring, three Action Level exceedances of suspended solids were recorded at
stations IS(Mf)6, IS7, and SR4 during mid-flood tide on 14 December 2016
respectively. An Action Level exceedance of suspended solids was recorded at
station SR10B during mid-ebb tide on 15 February 2017 No Action/ Limit Level
exceedances of turbidity and dissolved oxygen level were recorded during the
reporting period. No Limit Level exceedances of suspended solids level were
recorded during the reporting period.
Dolphin
5.3.4
There
was a Limit Level exceedance of dolphin monitoring for the quarterly monitoring
data between December 2016 to February 2017.
5.3.5
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.
5.3.6
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.
5.3.7
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
5.3.8
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
5.3.9
The December 2016 survey was the seventeenth
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
5.3.10 Environmental
site inspection was carried out on 7, 14, 21 and 30 December 2016; 4,
11, 18 and 27 January 2017; and 3, 8, 15, 22 and 28 February 2017.
Recommendations on remedial actions were given to the Contractors for the
deficiencies identified during the site inspections.
5.3.11 There were five complaints received in
relation to the environmental impacts during the reporting period. Complaint
investigations were undertaken and the complaints were unlikely related to
Contract No. HY/2011/03.
5.3.12
No notification of summons and prosecution was
received during the reporting period.
Environmental Management
Structure
Construction Programme
Location
of Works Areas
Event and Action Plan
Implementation Schedule of
Environmental Mitigation Measures
Site Audit Findings and Corrective Actions
Air
Quality Monitoring Data and Graphical Plots
Noise
Monitoring Data and Graphical Plots
Water
Quality Monitoring Data and Graphical Plots
Dolphin Monitoring Results
Waste Flow Table
Summary
of Environmental Licenses and Permits
Record of ¡§Notification of
Environmental Quality Limit Exceedances
Cumulative Statistic on
Complaints
Mudflat Monitoring Results