PEAKO ENGINEERING CO., LTD
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CONTRACT NO. HY/2002/08
Footbridge and Improvements to Ap Lei Chau
Bridge Road & Ap
Lei Chau Drive
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MONTHLY
ENVIRONMENTAL MONITORING
&
AUDIT REPORT
REPORT
NO. 14
Document
No. R/2647/016 Issue 1
July
2004

Babtie Asia

CONTRACT NO. HY/2002/08
FOOTBRIDGE
AND IMPROVEMENTS TO
AND AP
LEI CHAU DRIVE
MONTHLY
ENVIRONMENTAL MONITORING & AUDIT REPORT
REPORT
NO. 14
CONTENTS
EXECUTIVE SUMMARY
1.0
ENVIRONMENTAL
STATUS
1.1 Background
1.2
Project Organization & Contact Details of Key Personnel
1.5
Scope of Works
1.6
Works Undertaken during the Reporting Period with Illustrations
1.7
Project Area, Sensitive Receivers & Monitoring Locations
2.0
IMPLEMENTATION
STATUS
2.2 Advice on the Implementation Status of Environmental Protection
& Pollution Control / Mitigation Measures
2.2.1 Construction Noise Mitigation Measures
3.0 MONITORING
RESULTS
3.1 Graphical Plots of the Monitored Parameters
3.2 Major Activities During the Reporting Period
3.3 Noise Monitoring Methodology
3.4 Noise Monitoring Equipment
3.6 Noise Parameters Monitored
3.8 Monitoring Date, Time, Frequency and Duration
3.10 Weather Conditions
3.11 Influencing Factors
3.12 Graphical Plots of Trends of Monitored Parameters
4.0 RECORD OF NON-COMPLIANCE
OF THE ACTION AND LIMIT LEVELS, COMPLAINTS, NOTIFICATIONS OF SUMMONS AND
SUCCESSFUL PROSECUTIONS
4.1 Non-compliance
of the Action and Limit Levels
4.1.1 Noise
4.2 Written Complaints and Verbal Complaints
4.3 Description of the Actions Taken
4.4 Notifications of Summons and Successful Prosecutions
4.5 Review of the Reasons for the Implications of Non-compliance
& Complaints
5.0 SITE
ENVIRONMENTAL AUDIT RESULTS
5.1
Site Inspection by Environmental Team (ET)
5.2
Corrective
Action taken by the Contractor
6.0 OTHERS
6.2 Advice on the Solid and Liquid Waster Management Status
6.2.1 General Refuse
6.2.2 Liquid Waste Management
APPENDICES
Appendix A Construction Programme
Appendix B Site Organization Chart
Appendix C Record Photos for Construction
Activities in June 2004
Appendix D The Project
Area, Environmental Sensitive Receivers and the Locations of the Monitoring
Stations
Appendix E Calibration Certificates for Sound
Level Meter
Appendix F Data of Noise Monitoring
Appendix G Graphical Representation of Construction
Noise Monitoring Data
Appendix H Action & Limit Levels
Appendix I Graphical Plots of Trends of
Monitored Parameters
Appendix J Construction Noise Monitoring and Site
Audit Schedules
Appendix K Cumulative Statistics on Environmental Complaints
This is the fourteenth EM & A Report for the project
of Footbridge and Improvements to Ap Lei Chau Bridge
Road & Ap Lei Chau
Drive.
This report mainly presents the EM & A works
undertaken for the above project from
Breach of
Leq (30min)
noise level measurement was performed at four monitoring points namely M1,
M2, M3 and M4. M1 is for the Ap Lei Chau Baptist
Kindergarten (NSR Ref. no.10). M2 is for the
The
construction noise monitoring was conducted on the 2nd, 8th,
18th and 24th of June 2004. All the measured noise levels
at the three monitoring stations (M1, M2 and M4) were below the noise limit
level.
The
measured noise levels at the monitoring station M3 were always higher than the
targeted limit level. As reflected from the baseline noise monitoring data, the
noise level, which was mainly due to traffic generated from heavy goods
vehicles such as double deck buses on
Complaint
log & Others
No
written complaint was received during the reporting period. No notifications of
summons, no successful prosecutions were received during the reporting period.
Future Key
Issues
Adverse influence on both air quality and noise
level is anticipated from future construction activities. The Contractor should
carry out good site practice to minimise the potential construction dust and
noise pollution.
The Contractor should exert
himself to eliminate the presence of accumulation of stagnant water to avoid
the breeding of mosquitoes and the spread of dengue fever. Surface runoff
especially generated from mini-piling works should be properly treated through
sedimentation tank prior to discharging to stormwater drain.
To improve the hygiene condition of the site, the
Contractor should provide rubbish bins where necessary and remove the rubbish,
if any, within the site area.
Peako
Engineering Co. Ltd was commissioned by the Highways Departments to execute the
Project “Footbridge and Improvements to
Babtie Asia
Ltd was employed by the Contractor to act as the Environmental Team for this
project. The Independent Environmental Checker is BMT Asia Pacific Limited.
The purpose of
this report is to document the Environmental Monitoring & Audit (EM &
A) works in the period between
Titles,
names and contact telephone numbers of the key personnel of the captioned
project are tabulated below:
|
Title |
Name |
Contact Number |
|
Engineer’s Representative (Highways Department) |
Mr. W.
M. Chan |
2231
5722 |
|
EPD |
Mr.
Elvis Au |
2835
1964 |
|
Project Director (Contractor) |
Mr.
Ronnie Lo |
9144
8398 |
|
Project
Manager (Contractor) |
Mr. Steve C L Liu |
9551 1401 |
|
Site
Agent (Contractor) |
Mr. C.
P. Lam |
8206 8280 |
|
Environmental
Team Leader (Babtie
Asia Limited) |
Mr.
Mark Cheung |
2880
9788 |
|
Independent Environmental
Checker (BMT
Asia Pacific Limited) |
Ms.
Lyn Ip |
2241 9812 |

The project organization and lines
of communication with respect to the environmental monitoring works is shown
below.
The whole project will involve four key construction stages:
·
footbridge
construction;
·
retaining
wall construction;
·
road
construction; and
·
drainage
works
The overall construction period will be about 20 months. Night-time
works are not expected during the construction phase of the Project.
The latest construction programme is attached in Appendix A. This
construction programme is subject to continuous refinement.
The site
organization chart is shown as Appendix B.
The works for this project are divided
into five major items
Item 1 – Junction
improvements to
Item 2 – Construction /
modification of the footpaths and central reserves at
Item 3 – Construction /
modification of the retaining walls at
Item 4 – Construction of a footbridge at
Item 5 – Ancillary works including slope works,
landscaping works and drainage works.
The works undertaken in June 2004 were
as follows:
·
Construction
of Column C1 ~ C4
·
Demolition
of Existing Retaining Wall and Caisons Triming at CW1
·
Falsework
Erection for Construction of Main Span
·
Construction
of Carriageway and Underground Drainage Work
The photos showing the above works are
shown in Appendix C.
The
drawings showing the project area, noise sensitive receivers (NSRs) and the locations of the monitoring stations are
shown in Appendix D.
The
construction noise monitoring stations are M1, M2, M3 and M4.
M1
is for the Ap Lei Chau Baptist Kindergarten (NSR Ref.
no.10). M2 is for the
It
is noted that the locations of the monitoring stations are the same as those
adopted in the Noise Baseline Monitoring.
Impacts on the nearby sensitive receivers were
identified during various construction stages. Appropriate mitigation measures
such as use of quiet plant, reducing percentage on time, avoidance of
simultaneous noisy activities have been recommended to reduce the associated
impacts.
According to the EIA report, the
following should be implemented during the construction period.
|
Location |
Reference Section |
Recommended Environmental Protection Measures |
Responsibility |
|
Construction
Noise Mitigation Measures |
|||
|
Various
Locations and work sites within the project limit |
Section
5.2.4 & 5.2.5 of EIA Report |
Reduce
the nuisance from Construction Noise ·
Adopt good site practice and
proper site management, e.g. plant shall be well maintained and mobile plant
shall be sited away from NSRs; ·
Use of quiet plant, such as
dump truck, grader, breaker and excavator, and working methods; ·
Control the number of
equipment operating concurrently; ·
Reduce the operating time of
particular noisy plant on site, e.g. shutting down machines between work
periods; ·
Monitor noise levels from
particularly noisy activities; and if non-compliance with EIAO-TM standards
is observed, Contractor shall reduce the number of operating plant or
re-adjust working schedule to reduce the impact. |
Highways
Department and Contractor |
|
Location |
Reference Section |
Recommended Environmental Protection Measures |
Responsibility |
|
Construction
Dust Mitigation Measures |
|||
|
Various
Locations and work sites within the project limit |
Section
6.2.2 of EIA Report |
Reduce
the nuisance of Construction Dust ·
Follow the guidelines and
regulatory requirements of Air Pollution Control (Open Burning) Regulation
and Air Pollution Control (Construction Dust) Regulation; ·
Adopt appropriate
environmental pollution control measures on-site, such as, apply water
sprays, use clean impervious sheeting to cover dusty materials and set
minimum practical height for dropping materials. |
Highways
Department and Contractor |
2.2.1 Construction Noise Mitigation Measures
The Contractor should use silencers or mufflers on
construction equipment such as pneumatic breaker and have air compressors
enclosed to avoid exceeding the noise limit and causing nuisance to the nearby
sensitive receivers.
Regular maintenance of the construction plant is
strongly encouraged to avoid black smoke and excessive noise production. The
machines and plant should be shut down or throttled down to a minimum when they
are in intermittent use.
The plant known to emit noise strongly in one
direction should be orientated to direct noise away from nearby noise sensitive
receivers. The mobile plants should be sited as far away from the noise
sensitive receivers as possible.
It is important to control the
simultaneous operation of the construction plant on site to avoid the potential
noise limit exceedance and nuisance to the nearby
sensitive receivers especially for those which are for educational purpose. The
rock socket excavation of the piling work shall be carried out after school
hour to reduce the nuisance to the nearby educational institutions.
The Contractor shall provide
temporary noise-insulating facilities such as hoarding, noise barrier at where
mostly affected by the Contractor’s construction activities.
The Contractor shall note that the
operation of Powered Mechanical Equipment in the restricted hour without the
valid Construction Noise Permit is considered a violation of environmental
regulations. The Contractor shall exercise tight control over its labourers and sub contractor to prevent carrying out
construction activity which breach the current environmental regulations.
The graphical presentations of the monitored parameters during the reporting period are shown in Appendix G.
Major activities during
June 2004 include the following:
·
Construction
of Column C1 ~ C4
·
Demolition
of Existing Retaining Wall and Caisons Triming at CW1
·
Falsework
Erection for Construction of Main Span
·
Construction
of Carriageway and Underground Drainage Work
The
construction noise monitoring was carried out by using a Sound Level Meter to
ensure that exceedance in noise levels could be
readily identified and timely action taken to reduce the noise levels within
allowable limits.
The
sound lever meter was mounted on a tripod at a height of 1.2m above the ground
level. This was positioned at least 1m away from any nearby reflective
surfaces. During the noise data collection, a portable wind speed meter is
adopted to check the wind speed.
Noise
monitoring would be cancelled in the presence of fog, rain and wind with a
steady speed exceeding 5 m/s, or wind with gusts exceeding 10 m/s.
At the
end of the monitoring period, the Leq,
L10 and L90 were recorded. The site conditions and noise
sources were recorded on a standard record sheet.
The
approved integrating Sound Level Meter, Model No. NA-27, in compliance with the
International Electrotechnical Commission Publication
651:1979 (Type 1) and 804:1985 (Type 1) specification as referred to in the
Technical Memorandum issued under the Noise Control Ordinance (NCO), was used
for construction noise measurement.
The Sound Level Meter has been taken to a
laboratory for calibration. The certificate is shown in Appendix E.
A sound level calibrator, Model No. NC-73, was
used to calibrate the Sound Level Meter before and after the measurement on
site. The certificate is shown in Appendix E
The construction noise levels
were measured in terms of equivalent A-weighted sound pressure level (Leq) measured in decibels (dB).
Leq(30min)
was used as the monitoring parameter for the time period between (0700 to 1900)
hours on normal weekdays.
The two statistical sound levels
LA10 and LA90, the level exceeded for 10 and 90 percent
of the measurement time respectively, were also recorded as supplementary
information for reference.
The noise baseline monitoring
was conducted at four noise sensitive receivers as stated below.
|
Monitoring
Location |
Noise
Sensitive Receiver |
Ref.
No. in the EIA Report |
|
M 1 |
Ap Lei Chau Baptist Kindergarten |
10 |
|
M 2 |
The |
12 |
|
M 3 |
The |
17 |
|
M 4 |
Shan
On House |
20 |
All
the monitoring points are at façade. Hence, no correction of data is required.
Locations
of construction noise monitoring stations and photos are shown in Appendix D.
The monitoring frequency will
depend on the scale of the construction activities. The following was adopted
as an initial arrangement of measurement on the regular monitoring frequency
for each station on a per week basis when noise generating activities are
underway:
(a)
one set of
measurements between 0700 – 1900 hours on normal weekdays;
(b)
one set of
measurements between 1900 – 2300 hours;
(c)
one set of
measurements between 2300 – 0700 hours; and
(d)
one set of
measurements between 0700 – 1900 hours on holidays
During the reporting period,
the construction noise monitoring followed the scheme (a). The time and
duration of measurement are shown in the Appendix F.
The data for noise monitoring is
presented in Appendix F.
For M1, the
results show that during the reporting period, the noise level is on average
65.8 dB(A) which is below the noise limit level 70
dB(A).
For M2, the results show that
during the reporting period, the noise level is on average 65.8 dB(A) which is below the noise limit level 70 dB(A).
For M3, the results show that
during the reporting period, the noise level is on average 74.4 dB(A) which is below the new approved exceedance
level 76.0 dB(A).
For M4, the results show that
during the reporting period, the noise level is on average 66.4 dB(A), which is below the noise
limit level 75 dB(A).
The major noise sources during
the reporting period include backfilling work of retaining wall near
The
weather conditions were mainly sunny and did not affect the environmental
monitoring works during the reporting period.
Other noise source included the noise from the
piling works at the site of Architectural Services Department inside the
monitoring station M3,
The
graphical plots of trends of monitored parameters at four monitoring stations
are shown in Appendix J.
4.1.1 Noise
During the reporting period, the
measured noise levels were below the noise limit level at the monitoring
stations M1, M2 and M4.
Based on the baseline noise monitoring results,
heavy traffic along
No written
and verbal complaint was received during the reporting period.
The
following table shows the summary for all the complaints received since the
commencement of the Contract.
|
TOTAL NO. OF COMPLAINT |
NO. OF COMPLAINT
RECEIVED WITHIN REPORTING PERIOD |
NO. OF COMPLAINT THAT IS
STILL UNDER INVESTIGATION |
NO. OF CLOSED COMPLAINT |
|
3 |
0 |
0 |
3 |
The statistics for environmental complaint in June
and the cumulative statistics for the environmental complaint since the
commencement of the construction works are shown in Appendix K.
No mitigation measures were considered to be
necessary as mentioned in Section 4.1.
No notifications of summons or
successful prosecutions were received by the Contractor regarding the non-compliance
of the environmental performance of the construction site during the reporting
period.
The non-compliance recorded at M3 is
both due to the noisy background noise generated from the heavy traffic on
Weekly site inspections were conducted by the ET
and no deficiency was found during the reporting period.
In
the coming month, the following activities will be undertaken.
·
Demolition
Work
·
Ramp
Construction Work
·
Footbridge
Construction
·
Temporary
Traffic Diversion
Potential
environmental impacts arising from the above construction works are mainly
associated with dust, noise and site runoff.
Nonetheless,
with the implementation of the following mitigation measures, potential impacts
to the surrounding sensitive receivers could be minimised.
Construction Dust
·
Regular
watering of unpaved areas and the dry topsoil.
·
Wet
by water spraying on any dusty materials before loading and unloading.
·
Cover
or shelter any stockpile of dusty materials with tarpaulin.
·
Investigate
other dust sources.
·
Prohibit
any open burning on site.
·
Maintain
onsite machinery and vehicles regularly.
·
Switch
off vehicles and equipments while not in use.
·
Erection
of tarpaulin barrier to stop the spread of construction dust generated during
mini-pile work
Construction Noise
·
Carry
out good site practice.
·
Use
quieter plant.
·
Adopt
quiet working methods.
·
Enclose
certain type of power mechanical equipment such as generators and compressors.
·
Shut
down the machines and plant or throttle them down to a minimum when they are in
intermittent use between work periods.
·
Put
the noisy equipment away from nearby NSRs as far as
possible.
·
Shift
the working hours as the last resort.
Construction Site Runoff
·
Direct
the site runoff to the desilting facilities.
·
Desilt the site runoff before discharging it into the
stormwater system.
·
Avoid
direct discharge of wastewater into stormwater drainage system.
Attention
should be given to the potential silty effluent
resulting from the minipile works (future works) for
the footbridge foundation at Ap Lei Chau Bridge Road
to ensure it is treated as mentioned above before being discharged.
The Contractor should clean out any
sediments or debris which block the stormwater
U-channels within the site area. The Contractor should also remove any rubbish
within the site area.
The Contractor should exert himself to
eliminate the presence of accumulation of stagnant water to avoid the breeding of
mosquitoes and the spread of dengue fever.
6.2.1 General Refuse
General refuse may be generated by
site workers. Bins shall be provided for containment prior to disposal of such
waste. The Contractor should avoid the accumulation of waste materials or
rubbish on site.
If there is any chemical waste or oil generated by
the site, they should be properly treated and disposed of as chemical waste. If
applicable, the Contractor should register as a chemical waste producer under
the registration of the Department of Environmental Protection.
Environmental awareness shall be
encouraged in office so as to reduce volume of office waste.
The accumulation of construction
waste materials should be avoided. Segregation of waste and regular removal of
waste materials on site are encouraged.
6.2.2 Liquid Waste Management
The accumulation of stagnant water
within the construction site should be avoided to eliminate breeding grounds of
mosquitoes.
To achieve this, the Contractor
should identify potential stagnant areas on the Site, provide personnel to
inspect the Site and take necessary rectification action such as sweeping away
the stagnant water to ensure no mosquitoes can breed.
To control the silty
water, the Contractor should provide sandbags/ bunds to
direct site surface runoff to the desilting
facilities such as sedimentation tanks. The desilting facilities should be properly operated and
maintained. To avoid the breeding of mosquitoes and other insects, the
sedimentation tank should not become a pool of stagnant water. Care should also
be taken to ensure the capacity of the desilting
facilities is sufficient to handle the discharge and to avoid overflow of the silty water.
The Contractor should identify the
sources of wastewater generated from the site area. The produced wastewater
should be collected and treated prior to disposal.




