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 |
168.4 |
81.7 296.7 |
318 |
500 |
|
ASR2 |
198.6 |
70.7 316.5 |
324 |
500 |
|
ASR3 |
153.8 |
61.5 260.8 |
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 |
102.9 |
60.2 155.6 |
163 |
260 |
|
ASR2 |
127.5 |
92.5 172.0 |
178 |
260 |
|
ASR3 |
122.3 |
90.5 162.8 |
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. concrete demolition works;
iii. other construction activities nearby; and
iv. 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 1st March 2005 and had been consulted
with EPD to audit merely the construction noise levels against the statutory
noise limits. The measured noise levels were adjusted with the corresponding
baseline levels in order to facilitate the interpretation of the construction
noise levels and this in turn would determine the actual construction noise
impact contributed solely by the Phase 1 construction activities. No adjustment
will be made on the measured noise level, if the measured noise level is lower
or equal to the corresponding baseline level.
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 Normal Hour Monitoring
|
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 |
59.8 63.0 |
61.9 65.4 |
57.3 60.1 |
- 2 |
75 |
|
NSR2 |
74.8 75.4 |
77.1 78.2 |
65.9 69.3 |
58.4 67.6 |
75 |
|
NSR3 |
68.9 70.0 |
69.9 71.1 |
67.6 68.6 |
62.7 66.5 |
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 areas P1-SA1 and P1-SA6 during public holidays (i.e. 0700 to 1900 hours on holidays) of which noise monitoring was conducted at all NSRs.
6.2.6 Construction works were carried out at site area P1-SA1 during evening-time (i.e. 1900 to 2300 hours) and night time (2300 to 0700 hours on the next day) of which noise monitoring was conducted at the closest monitoring station, NSR2.
6.2.7 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
|
Evening-time 1900-2300
hrs |
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
monitoring was carried out |
70 |
|||
|
NSR2 |
63.8 73.5 |
65.8 74.7 |
58.0 68.2 |
62.3 69.6 3 |
70 |
|
NSR3 |
No restricted hour
monitoring was carried out |
70 |
|||
|
Night-time (2300-0700 hrs of next day) |
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
monitoring was carried out |
55 |
|||
|
NSR2 |
60.1 68.2 |
61.1 70.2 |
58.7 63.0 |
2 |
55 |
|
NSR3 |
No restricted hour
monitoring was carried out |
55 |
|||
|
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 |
58.3 61.1 |
60.0 63.0 |
55.6 58.5 |
2 |
70 |
|
NSR2 |
68.7 76.5 |
70.1 79.1 |
61.0 65.0 |
66.3 69.5 3 |
70 |
|
NSR3 |
66.3 68.4 |
67.5 69.9 |
64.6 67.1 |
51.3 61.9 3 |
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
6.2.8 The major noise sources during the restricted hour monitoring were dominated by the traffic noise from Route 3 and local traffic network (such as Container Port Road).