3
ENVIRONMENTAL MONITORING REQUIREMENTS
Monitoring
Requirements
3.1.1
In accordance with
the approved EM&A Manual
Monitoring
Frequency and Schedule
3.1.2
The monitoring
parameters and frequency are summarized in Table 3.
Table 3.
|
Parameters |
Duration / hour |
Frequency |
|
24-hour TSP |
24 |
Once Every Six Days |
|
|
|
Three Times
Every Six Days |
Monitoring
Locations
3.1.3
For Phase
3.1.4
The three monitoring
stations (ASR
Table 3.2 TSP Monitoring Locations
|
Location I.D. |
Description |
|
ASR |
Mei Foo Sun Chuen (at the roof of the toilet block) |
|
ASR2 |
DSD Pumping Station (in the proximity of Stonecutters Military Base) |
|
ASR3 |
Hoi Lai Estate Hoi Yin House
(roof, 40/F ) |
3.1.5
Wind data monitoring
was carried out at the area P
3.1.6
Continuous 24-hour
and
3.1.7
Details of the
monitoring equipment are given in Table 3.3.
A copy of the calibration certificate for the HVS and wind data monitor
are attached in Appendix G1 and Appendix G2 respectively.
Table 3.3 Air
Quality Monitoring Equipment
|
Equipment |
Model |
Qty. |
|
HVS |
TE-5 |
3 |
|
Calibrator |
TE-5028A Tisch Environmental Inc. |
|
Monitoring
Procedures and Calibration Details of HVS
3.1.8
Calibration
Procedures - Calibration procedures of HVS are as follows (calibration
certificates are presented in Appendix G1) :
i.
A certified orifice
transfer standard with a calibration curve was used for the calibration.
ii.
The transfer
standard was connected to the inlet of the sampler. The orifice manometer was then connected to
the orifice pressure port. The
manometer’s connecting tubing was inspected to make sure that there are no
leaks between the orifice unit and the sampler.
iii.
The motor was then
disconnected from the flow controller and plugged directly to an AC power
source.
iv.
A weather station
has been setup at the Site Office to measure and record the ambient
temperature, Ta (K) and the barometer pressure Pa (mmHg) during calculation.
v.
The sampler was
allowed to run for at least 2 minutes to re-establish the run temperature
conditions. The pressure drop across the
orifice and the well-type manometer reading was recorded during calibration. The variable resistance was adjusted to
repeat recording for four different flow rates.
vi.
The best fit
straight line was determined by linear regression and the slope (m
3.1.9
Operating/Analytical
Procedure
i.
The flow rate of the
HVS was set to about
ii.
The samplers was located
such that:
the filter was about
it was greater than 20 meters away from trees.
it was separated from any obstacle by at least twice the height of the
obstacle protruding above the sampler.
it has unrestricted airflow 270° around the sampler.
iii.
Fiberglass filters
were used for TSP sampling (G8
iv.
All filters were
equilibrated in the conditioning environment for 24 hours before weighing. The
conditioning environment has a temperature setting between 25°C and 30°C and
should not vary by more than ±3°C; the relative humidity was < 50% and
should not vary by more than ±5%.
v.
A new filter was placed with stamped number
upward on a supporting screen.
vi.
The filter was
properly aligned on the screen so that the gasket formed an air-tight seal on
the outer edges of the filter.
vii. Shelter lid
viii. The sampler was then allowed to run for at least 5 minutes to establish
run-temperature conditions.
ix.
The flow indicator
reading was recorded and the sampler flow rate was determined.
x.
The programmable
timer was set and the starting sampling time, weather condition and the filter
number was recorded.
xi.
At the end of
sampling, the filter was transferred from the filter holder of the HVS to a
sealable plastic bag and sent to the HOKLAS accredited laboratory for
weighing. The elapsed time was also
recorded. A copy of the HOKLAS Certificate is attached in Appendix G5.
xii. Before weighing, all filters were equilibrated in a desiccator for 24
hours with temperature of 25°C±3°C and the relative humidity (RH) 50%±5%,
preferably 40%.
3.1.10
Maintenance
i.
The high volume
sampler and their accessories were maintained in good working condition; include
replacing motor brushes routinely and checking electrical wiring to ensure
continuous power supply.
ii.
The high volume
samplers were calibrated at bi-monthly intervals using TE-5028A Tisch
Environmental Inc. Calibration Kit throughout all stages of the air quality
monitoring.
3.1.11
The Event/Action
Plan for Air Quality is presented in Appendix H1.
3.2.1
Noise monitoring was
conducted at three monitoring stations
to monitor the construction noise impact.
3.2.2
According to the
field study, the noise generated from the major roads (such as Route 3 highway
and Container Port Road) was noticeable at all noise monitoring stations and
therefore the major roads were considered as an influencing factor of the noise
sensitive receivers.
3.2.3
As the noise
monitoring stations are located at urban area and directly affected by this
Influencing Factor (IF), the Area Sensitivity Rating of the noise monitoring
stations is considered to be “C” according to the Table
3.2.4
The Action/Limit
Levels for the environmental monitoring works is established according to the
EM&A manual and the Technical Memorandum under Noise Pollution Control
Ordinance and is presented in Appendix D2.
Monitoring Frequency and Schedule
3.2.5
The monitoring
schedule is presented in Appendix E and the frequency
and parameters of noise measurement are summarized in Table 3.4.
Table 3.4 Noise Monitoring Frequency and Parameters
|
Time Period |
Duration / min. |
Parameters |
Frequency |
|
Daytime
(0700 to |
30 (6 consecutive Leq(5min) in
average) |
Leq, L90
& L |
Once per
week |
|
*Evening ( |
5 |
Leq, L90
& L |
Six times
per week |
|
*Night (2300 to 0700 next day) |
5 |
Leq, L90
& L |
Four times per
week |
|
* |
5 |
Leq, L90
& L |
Six times
per week |
* Restricted hour noise monitoring: to be conducted
only when there is construction work carried out under valid CNP.
3.2.6
For Phase
3.2.7
The three monitoring
stations (NSR
Table 3.5 Location
of the Noise Monitoring Stations
|
Location
I.D. |
Description |
Type of
measurement |
|
NSR |
Mei Foo Sun
Chuen (at the roof of the toilet block) |
Free Field |
|
NSR2 |
DSD Pumping
Station (in the proximity of Stonecutters Military Base) |
Free Field |
|
NSR3 |
Hoi Lai
Estate Hoi Yin House (roof, 40/F) |
Free Field |
Monitoring
Equipment
3.2.8
Integrating Sound
Level Meters were used for noise monitoring which were Type
Table 3.6 Noise
Monitoring Equipment
|
Equipment |
Model |
|
Integrating
Sound Level Meter |
SC-30, CESVA NL-3 |
|
Calibrator |
CB-5, CESVA |
|
Portable
Wind Speed Indicator |
PWM2, Dwyer |
Monitoring Procedures and Calibration
Details
3.2.9
Field Monitoring
i.
The microphone of
the Sound Level Meter (with weatherproof kit) was mounted on a tripod at a
height of 2m above ground level.
ii.
For free field
measurement, the meter was positioned away from any nearby reflective surfaces.
iii.
AC power supply was
checked to ensure good functioning of the meter.
iv.
Parameters such as
frequency weighting, the time weighting and the measurement time were set as
follows:
frequency weighting : A
time weighting : Fast
time measurement : 30
minutes / 5 minutes
v.
Prior to and after
each noise measurement, the meter was calibrated using the Calibrator for 94 dB
at
vi.
The wind speed was
frequently checked with the portable wind meter.
vii.
At the end of the
monitoring period, the Leq, L90 and L
viii.
Noise measurement
was paused during periods of high intrusive noise if possible and observation
was recorded when intrusive noise was not avoided.
ix.
Noise monitoring was
cancelled in the presence of fog, rain, and wind with steady speed exceeding 5
m/s, or wind with gusts exceeding
3.2.10
Maintenance and
Calibration
i.
The microphone head
of the sound level meter and calibrator were cleaned with a soft cloth at
quarterly intervals.
ii.
The meter was sent
to the supplier to check and calibrate yearly.
iii.
Calibration
certificates are presented in Appendix G4.
3.2.11 The Event/Action Plan for Noise impact is presented in Appendix H2.