6.1.1
1-hour TSP monitoring was
carried out at three monitoring locations during the reporting period.
All monitoring data are presented in Appendix J. A summary of the measured 1-hour TSP levels
is given in Table 6.1. Graphical
presentations of the 1-hour TSP monitoring results for the reporting period and
the trend of 1-hour TSP results are shown in Appendix
K.
Table
6.1 Summary of 1-hour TSP Impact
Monitoring Results
|
Location I.D. |
1-hour TSP (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
|
|
Mean |
Range |
|||
|
ASR1 |
173.7 |
100.1 - 283.0 |
318 |
500 |
|
ASR2 |
260.9 |
181.7 - 318.6 |
324 |
500 |
|
ASR3 |
105.4 |
61.8 - 157.8 |
289 |
500 |
6.1.2
24-hour TSP monitoring was
carried out at three monitoring locations during the reporting period. All monitoring data are presented in Appendix J. A summary of the measured results is given in
Table
6.2. Graphical presentation of
the results and the trend of 24-hour TSP results are shown in Appendix K.
Table 6.2 Summary of 24-hour TSP Impact Monitoring
Results
|
Location I.D. |
24-hour TSP (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
|
|
Mean |
Range |
|||
|
ASR1 |
48.1 |
13.7 - 76.3 |
163 |
260 |
|
ASR2 |
128.0 |
62.9 - 177.3 |
178 |
260 |
|
ASR3 |
31.5 |
8.5 - 48.9 |
178 |
260 |
6.1.3
No exceedances of the
Action/Limit Levels of 1-hour and 24-hour TSP were recorded at ASR1, ASR2 and ASR3
during the reporting period. The wind
data monitoring results recorded during the reporting period are summarized in Appendix L.
6.1.4
Several significant dust
sources were identified during the reporting period and they were mainly
contributed by the following activities:
i.
excavation;
ii.
other construction activities
nearby; and
iii.
on/off road traffic dust.
6.2.1
In
accordance with the approved EM&A Manual no noise monitoring was
carried out in the presence of fog, rain and wind with a steady speed exceeding
5m/s, or wind gust exceeding 10m/s.
Furthermore, an additional 3dB(A) facade correction for free field
measurements were made for all monitoring locations.
6.2.2
In
order to assess the construction noise impact effectively for all noise
monitoring locations (NSR1 to NSR3) from the Phase 1 Contract, an adjustment
approach was adopted since
6.2.3
Daytime noise monitoring was
carried out at all noise monitoring stations during the reporting period. All corrected noise levels are presented in Appendix M1. A summary of the results is given in Table
6.3. Graphical presentation of
the monitoring results for the reporting period and the trend of monitoring
results are shown in Appendix N1.
Table 6.3 Summary of Corrected Impact Noise Levels for
|
Daytime 0700-1900
hrs on normal weekdays |
Measured
Noise Level1,dB(A), (Range) |
Construction
Noise Level, dB(A) (Range) |
Limit
Level dB(A) |
||
|
Leq(30min) |
L10(30min) |
L90(30min) |
Leq(30min) |
Leq(30min) |
|
|
NSR1 |
58.5
63.6 |
60.2
64.5 |
56.4
62.5 |
- 2 |
75 |
|
NSR2 |
69.2
75.2 |
70.6
77.6 |
67.6
70.8 |
- 2 |
75 |
|
NSR3 |
67.5
70.0 |
68.7
70.9 |
66.1
68.8 |
56.9
66.9 3 |
75 |
1
Additional 3dB (A) faηade correction was made to the Free-field measurements.
2 No adjustments were made
on all measured noise levels, since corresponding baseline level ≥
measured noise level.
3
No adjustments were made on some of the measured noise levels, since
corresponding baseline level ≥ measured noise level. The measured noise
levels were mainly dominated by local traffic noise and the construction noise
generated from the Phase 1 Contract was not noticeable at NSR according to the
field study record.
6.2.4
The major noise sources
identified during the normal hour in this reporting period were dominated by
traffic noise from adjacent roads.
Occasionally construction noise such as on/off site traffic and concrete
breaking were noticeable at NSR2.
6.2.5
Construction works were carried
out at site area P1-SA1 during public holidays.
Therefore noise monitoring was carried out at the closest monitoring
station, NSR2 during public holidays (i.e. 0700 to 1900 hours on holidays) when
construction works were carried out.
6.2.6
All facade corrected noise
levels are presented in Appendix M2. A summary of the results is given in Table
6.4. Graphical presentation of
the monitoring results for the reporting period and the trend of the monitoring
results are shown in Appendix N2.
Table 6.4 Summary of Corrected Impact Noise Levels for Restricted
Hour Monitoring
Public
(0700-1900 hrs on holiday) |
Measured
Noise Level1,dB(A), (Range) |
Construction
Noise Level, dB(A) (Range) |
Limit
Level dB(A) |
||
|
Leq(5min) |
L10(5min) |
L90(5min) |
Leq(5min) |
Leq(5min) |
|
|
NSR1 |
No
restricted hour noise monitoring were carried out |
70 |
|||
|
NSR2 |
65.1 77.0 |
65.8
79.8 |
64.2
70.1 |
59.2 71.4 3 |
70 |
|
NSR3 |
No
restricted hour noise monitoring were carried out |
70 |
|||
1
Additional 3dB (A) faηade correction was made to the Free-field measurements.
2 No
adjustments were made on all measured noise levels, since corresponding
baseline level ≥ measured noise level.
3
No adjustments were made on some of the measured noise levels, since
corresponding baseline level ≥ measured noise level. The measured noise
levels were mainly dominated by local traffic noise and the construction noise
generated from the Phase 1 Contract was not noticeable at NSR according to the
field study record.
Observations
The major noise sources during the
restricted hour monitoring were dominated by the traffic noise from Route 3 and
local traffic network (such as