2.1
According to EM&A Manual Section 10.3.5, land-based theodolite
tracking has to be carry out to study dolphin behaviour near bored piling work
site, and examine their north-south movement across the bridge alignment before,
during and after bridge construction.
2.2
Following the requirement in
the EM&A Manual Section 10.4.3 & 10.6.3 and approved
Proposal for Land-based Dolphin Behaviour and Movement Monitoring (the
Proposal) dated 24 January 2013, the monitoring should be conducted at the
three pier sites for 30 days from the start of bored piling activities in the
waters to the west of Airport.
2.3
A theodolite tracking station
was set up in Sham Wat located along the northwest coast of Lantau Island (22o16.10’
N. and 113o52.32’ E) as depicted in Figure 2.
2.4
Thirty-One days of
monitoring were carried out during the construction phase.
2.5
A total of 31 sessions with 179 hours and 17
minutes of
theodolite tracking were conducted from Shum Wat shore-based station on the 18th,
19th, 20th, 21st, 22nd, 23rd,
25th, 27th and 28th March 2013, 1st, 2nd, 4th, 5th, 7th,
8th, 9th, 10th and 11th April 2013 and 8th, 9th,
10th, 11th, 12th, 13th, 15th,
17th, 18th, 19th, 23rd, 24th
and 29th July 2013 when
bored piling activities were concurrently conducted.
2.6
The land-based theodolite tracking schedule is shown in Appendix B.
2.7
A total of 31 days of land-based dolphin behaviour and movement
monitoring was conducted in March, April and July 2013, when bored piling
activities were concurrently conducted. During those dates, 92.3% of effort was conducted in favourable weather conditions. Dolphins
were successfully tracked from shore on 18 of 31 days of effort, and a
total of 70 dolphin groups were tracked, in groups ranging from 1 to 9 members.
2.8
Detailed monitoring methodology
and results can be found in Appendix C.
2.9
According to the Land-based
Dolphin Behaviour and Movement Monitoring Impact Phase Monitoring Report prepared by Dolphin Specialist
as shown in Appendix C, summary of
the land-based dolphin behavior monitoring results is shown in Table 2.1 and 2.2.
Table 2.1. Values of all response variables in the
baseline and construction phases, with the percentage change. Split by the presence and absence of
vessels by time of day, size of group, and maximum number of vessels present. (The numerical
values highlighted in blue indicated that the values recorded in impact
monitoring period have triggered the Action Level (20% higher or lower than the
baseline period), while the ones highlighted in red indicated a triggering of
Limit Level (40% higher or lower than the baseline period). Only the cells
highlighted in yellow have found significant differences (two-sample t-test
with unequal variance, p<0.05) between the values recorded in impact and
baseline monitoring periods, while no significant difference was found in other
comparisons even though some have triggered the Action or Limit Level.)
|
Speed (km/hr) |
Reorientation rate (degrees/surfacing) |
Linearity |
Inter-breath
interval (sec) |
||||||||
|
Base |
Constr |
% Diff |
Base |
Constr |
% Diff |
Base |
Constr |
% Diff |
Base |
Constr |
% Diff |
Vessels absent |
3.60 |
3.40 |
5.6 |
50.3 |
56.7 |
12.8 |
0.618 |
0.291 |
52.9 |
51.2 |
51.2 |
0.0 |
Morning |
3.46 |
3.65 |
5.4 |
45.4 |
62.4 |
37.4 |
0.676 |
0.303 |
55.2 |
53.9 |
79.4 |
47.3 |
Afternoon |
3.80 |
3.15 |
17.2 |
57.2 |
51.0 |
10.9 |
0.536 |
0.280 |
47.8 |
47.3 |
23.0 |
51.4 |
Individual |
3.39 |
3.14 |
7.2 |
46.9 |
51.8 |
10.5 |
0.733 |
0.080 |
89.0 |
57.2 |
33.3 |
41.7 |
Group |
3.91 |
3.51 |
10.3 |
55.2 |
58.8 |
6.6 |
0.455 |
0.382 |
16.0 |
42.6 |
58.9 |
38.3 |
Vessels present |
3.77 |
3.27 |
13.4 |
50.5 |
56.5 |
12.0 |
0.577 |
0.481 |
16.6 |
43.3 |
49.8 |
14.8 |
Morning |
3.74 |
3.13 |
16.2 |
49.9 |
53.7 |
7.5 |
0.606 |
0.535 |
11.8 |
45.0 |
48.3 |
7.2 |
Afternoon |
3.93 |
3.67 |
6.7 |
52.7 |
65.1 |
23.5 |
0.454 |
0.320 |
29.7 |
36.2 |
54.1 |
49.6 |
Individual |
3.42 |
2.96 |
13.4 |
50.8 |
55.2 |
8.7 |
0.542 |
0.458 |
15.5 |
45.0 |
50.6 |
12.5 |
Group |
4.26 |
3.46 |
18.6 |
50.0 |
57.4 |
14.7 |
0.625 |
0.496 |
20.7 |
41.1 |
49.2 |
19.7 |
1 vessel |
3.91 |
3.13 |
20.0 |
48.8 |
56.3 |
15.4 |
0.572 |
0.429 |
24.9 |
36.9 |
48.7 |
32.0 |
2 vessels |
3.74 |
3.60 |
3.6 |
55.8 |
52.0 |
6.7 |
0.559 |
0.457 |
18.1 |
53.6 |
56.0 |
4.5 |
3 vessels |
4.26 |
3.27 |
23.2 |
45.8 |
69.2 |
50.9 |
0.689 |
0.518 |
24.8 |
62.5 |
44.0 |
29.6 |
Table 2.2. Proportion of time spent in each behavioural state
in the absence and presence of vessels within 500 m, during the baseline and
construction phases. Results and
significance of the z-test for two proportions presented for three comparisons:
1) with no vessels present in the baseline vs. during construction; 2) with
vessels present in the baseline vs. during construction; and 3) with vessels
present in the baseline vs. with no vessels present during construction. (The numerical
values highlighted in blue indicated that the values recorded in impact
monitoring period have triggered the Action Level (20% higher or lower than the
baseline period), while the ones highlighted in red indicated a triggering of
Limit Level (40% higher or lower than the baseline period). Only the cells
highlighted in yellow have found significant differences between the values
recorded in impact and baseline monitoring periods, while no significant
difference was found in other comparisons even though some have triggered the
Action or Limit Level.)
|
Baseline |
Construction |
No vessels Base-Constr |
Vessels Base-Constr |
Vessels Base - No vessels Constr |
|||||
Behavioural state |
No vessels |
Vessels |
No vessels |
Vessels |
z-value |
p-value |
z-value |
p-value |
z-value |
p-value |
Feeding |
0.23 |
0.44 |
0.45 |
0.40 |
2.944 |
0.003 |
-0.499 |
0.617 |
-0.273 |
0.787 |
Milling |
0.20 |
0.21 |
0.13 |
0.24 |
-1.425 |
0.153 |
0.565 |
0.569 |
1.883 |
0.060 |
Resting |
0.08 |
0.03 |
0.02 |
0.01 |
-2.178 |
0.029 |
-0.780 |
0.435 |
0.698 |
0.484 |
Travelling |
0.48 |
0.32 |
0.41 |
0.34 |
-1.030 |
0.303 |
0.269 |
0.787 |
-1.404 |
0.162 |
Event and Action Plan
2.10
The detailed Event and Action
Plan is presented in Table 2.3.
Table 2.3 Event and Action Plan on
Dolphin Movement and Behaviour
EVENT |
ACTION |
|||
ET Leader |
IEC |
SO |
Contractor |
|
Action Level With the numerical values presented in Tables 2.1-2.2,
any of the response variable for dolphin movement patterns (speed,
inter-breath interval, reorientation rate & linearity) and behaviour
(proportion of time spent in each behavioural state) recorded in the
construction phase monitoring is 20% higher
or lower than that recorded in the baseline monitoring, action level
should be triggered |
1. Repeat statistical data analysis to confirm findings; 2. Review all available and relevant data to ascertain if differences
are as a result of natural variation or seasonal differences; 3. Identify source(s) of impact; 4. Inform the IEC, SO and Contractor; 5. Check monitoring data; 6. Carry out audit to ensure all dolphin protective measures are
implemented fully and additional measures be proposed if necessary |
1. Check monitoring data submitted by ET and Contractor; 2. Discuss monitoring with the ET and the Contractor; |
1. Discuss with the IEC the repeat monitoring and any other measures
proposed by the ET; 2. Make agreement on measures to be implemented. |
1. Inform the SO and confirm notification of the non- compliance in
writing; 2. Discuss with the ET and the IEC and propose measures to the IEC and
the SO; 3. Implement the agreed measures. |
Limit Level With the numerical values presented in Tables 2.1-2.2,
any of the response variable for dolphin movement patterns (speed,
inter-breath interval, reorientation rate & linearity) and behaviour
(proportion of time spent in each behavioural state) recorded in the
construction phase monitoring is 40% higher
or lower than that recorded in the baseline monitoring, limit level
should be triggered |
1. Repeat statistical data analysis to confirm findings; 2. Review all available and relevant data to ascertain if differences
are as a result of natural variation or seasonal differences; 3. Identify source(s) of impact; 4. Inform the IEC, SO and Contractor; 5. Check monitoring data; 6. Carry out audit to ensure all dolphin protective measures are
implemented fully and additional measures be proposed if necessary 7. Discuss additional dolphin monitoring and any other potential
mitigation measures (e.g. consider to temporarily stop relevant portion of
construction activity) with the IEC and Contractor. |
1. Check monitoring data submitted by ET and Contractor; 2. Discuss monitoring with the ET and the Contractor; 3. Review proposals for additional monitoring and any other measures
submitted by the Contractor and advise ER accordingly. |
1. Discuss with the IEC the repeat monitoring and any other measures
proposed by the ET; 2. Make agreement on measures to be implemented. |
1. Inform the SO and confirm notification of the non- compliance in
writing; 2. Discuss with the ET and the IEC and propose measures to the IEC and
the SO; 3. Implement the agreed measures. |
Abbreviations: ET – Environmental Team, IEC
– Independent Environmental Checker, SO – Supervising Officer
2.11
Detailed monitoring methodology
and results can be found in Appendix C.
2.12
According to Table 2.1, there were ten Action Level exceedances (one on speed, two on
re-orientation rate, four on linearity and three on inter-breath interval) and nine Limit Level exceedances
were recorded (one on
re-orientation rate, four on linearity and four on inter-breath
interval). However, only three in linearity that have exceeded the Limit Levels were
statistically significant.
2.13 According to Table 2.2, there were three Limit Level exceedances (one on feeding
with no vessels present, two on resting with and without vessels present).
Moreover, there was one Action Level exceedance (for milling with no vessels
present). However, only the ones on feeding and resting
without vessels present between the phases were statistically significant.
2.14
As the Environmental Team of the Contract, all the monitoring data and statistical data analysis as
presented in Appendix C have been
checked and reviewed according to Table
2.3.
2.15 No direct evidence that the
exceedances were due to the bored piling activities under the Contract
according to the Land-based Dolphin Behaviour and
Movement Monitoring Impact Phase Monitoring Report in Appendix
C:
Ø
The majority of the exceedances are
not statistically significant due to small sample size;
Ø
Different type of vessels recorded during baseline and construction may
contribute the significant different values of response
variables between baseline and construction phases; and
Ø
Natural seasonal variation may cause the different dolphin behaviours and movements between baseline and construction phase
dolphin monitoring.
Implementation Status of Environmental Mitigation Measures
2.16 In order to minimize impact on dolphin behavior and movement, dolphin protection measures as
described below were properly implemented during the marine works for the
Contract:
Ø
Regular marine travel route for marine vessels were implemented properly
in accordance with the submitted plan and relevant records were kept properly.
Ø
Acoustic decoupling measures for the stationary equipment (generators,
winch generators and air compressors) mounted on boards were adopted according
to the approved Acoustic Decoupling Measures Plan, EP Condition 3.7 and
EM&A Manual, Section 10.2.18.
Ø
Dolphin exclusion zone and dolphin watching plan according to EM&A
Manual, Section 10.2.12 and 10.2.17 respectively..