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Contract No: Hy/2019/18 Wanchai Development Phase II and Central Wanchai
Bypass Sampling, Field Measurement and Testing Work (Stage 4) Environmental Permit no.
EP-122/2002/E Monthly Environmental Monitoring & Audit Report
- AUGUST 2020 -
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CLIENTS: |
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Civil Engineering and
Development Department |
Lam Geotechnics Limited 11/F Centre Point 181-185
Gloucester Road, Wanchai, H.K. Telephone:
(852) 2882-3939 Facsimile:
(852) 2882-3331 E-mail:
info@lamenviro.com Website:
http://www.lamenviro.com |
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Certified
by: |
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Raymond
Dai Environmental
Team Leader |
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DATE: |
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7 September 2020 |
2.2 Scope of the Project and Site
Description
2.3 Project Organization and Contact
Personnel
3 status of regulatory compliance
3.1 Status of Environmental Licensing and
Permitting under the Project
5.2 Air Quality
Monitoring Results
5.3 Water Quality
Monitoring Results
6.4 Review of the Reasons for and the
Implications of Non-compliance
6.5 Summary of action taken in the event of and
follow-up on non-compliance
7 Cumulative Construction Impact due to the
Concurrent Projects
9 Complaints, Notification of Summons and Prosecution
lIST OF TABLES
Table 1 Summary of Water Quality
Monitoring Exceedances in Reporting Month
Table 2.1 Schedule 2 Designated Projects under this
Project
Table 2.2 Contact Details of Key Personnel
Table 4.1 Continuous Noise Monitoring Stations
Table 4.2 Air Quality Monitoring Stations
Table 4.3 Water Quality Monitoring Station
Table 4.4 Marine Water Quality Monitoring Frequency
and Parameters
Table 5.1 Continuous Noise Monitoring Stations for Contract no. HK/2012/08
Table 5.3 Air Quality Monitoring Station for Contract no. HK/2012/08
Table 5.5 Water Quality Monitoring Station for
Contract no. HK/2012/08
Table 5.6 Summary of Water Quality Monitoring Exceedance in Reporting Month
Table 9.1 Cumulative
Statistics on Complaints
Table 9.2 Cumulative Statistics on Successful Prosecutions
LIST OF FIGURES
Figure
2.1 Project Layout
Figure 2.2 Project Organization Chart
Figure 4.1 Locations of
Environmental Monitoring Stations
lIST OF APPENDIces
Appendix 3.1 Environmental Mitigation Implementation Schedule
Appendix 4.1 Action and Limit Level
Appendix 6.1 Event Action Plans
Appendix 9.1 Complaint Log
Noise Monitoring
Air Quality
Monitoring
Water Quality
Monitoring
xiv.
As confirmed by WDII RSS, the dredging works,
seawall modification works and other associated works undertaken at Central
Reclamation Phase III by Contractor HK/2012/08 was commenced in late September
2014. According to the approved EM&A manual under EP-122/2002/E, water
quality monitoring shall be implemented at the Central Reclamation Phase III
works area accordingly to asses any potential water quality impact during the
construction period.
xv.
Water quality monitoring at M5B and Culvert J
were conducted three days per week during reporting period starting from 26
September 2014.
Complaints,
Notifications of Summons and Successful Prosecutions
Site Inspections and Audit
1.1.1.
Lam Geotechnics
Limited (LGL) has been appointed take up the role as the Environmental Team
(ET) under Contract HY/2019/18 – Wan Chai Development Phase II and Central Wan
Chai Bypass – Sampling, Field Measurement and Testing works (Stage 4) to
implement the Environmental Monitoring and Audit (EM&A) programme under
Environmental Permit EP-122/2002/E and as stipulated in the EM&A Manual of
the approved Environmental Impact Assessment (EIA) Report for Central
Reclamation Phase III - Studies, Site Investigation, Design and Construction
(Register No.: AEIAR-040/2001) since 11
December 2019.
1.1.2.
This report documents the finding of EM&A works for Environmental Permit (EP) no. EP-122/2002/E, during
the period of August
2020. The cut-off date of reporting is the last day
of each reporting month.
Section 1 Introduction – details the scope and structure of the report.
Section 2 Project
Background – summarizes background and
scope of the project, site description, project organization and contact details
of key personnel during the reporting period.
Section 3 Status of Regulatory Compliance – summarizes the status of valid Environmental Permits /
Licenses during the reporting period.
Section 4 Monitoring
Requirements – summarizes all monitoring parameters,
monitoring methodology and equipment, monitoring locations, monitoring
frequency, criteria and respective event and action plan and monitoring
programmes.
Section 5 Monitoring
Results – summarizes the monitoring
results obtained in the reporting period.
Section 6 Compliance Audit – summarizes
the auditing of monitoring results, all exceedances environmental
parameters.
Section 7 Cumulative Construction Impact due
to the Concurrent Projects – summarizes the relevant cumulative
construction impact due to the concurrent activities of the concurrent Projects.
Section 8 Environmental
Site Audit – summarizes the findings of
weekly site inspections undertaken within the reporting period, with a review of any relevant follow-up actions within the reporting period.
Section 9 Complaints,
Notification of summons and Prosecution – summarizes the cumulative statistics on complaints, notification of summons and
prosecution
Section 10 Conclusion
2.1.1
Central Reclamation Phase III - Studies, Site
Investigation, Design and Construction (hereafter called “the Project”) are
Designated Project (DP) under the Environmental Impact Assessment Ordinance
(Cap. 499) (EIAO). The Environmental Impact Assessment (EIA) Reports for
Central Reclamation Phase III - Studies, Site Investigation, Design and
Construction (Register No. AEIAR-040/2001) has been approved on 31 August 2001.
2.2.1.
The design and construction of Central Reclamation
Phase III involves the permanent reclamation and construction and operation of
a trunk road and its road tunnel that is shown at Figure 2.1.
2.2.2.
The key purpose of the study
area encompasses the area of Victoria Harbour to the southeast of the new
Outlying Islands Ferry Piers and north of Edinburgh Place and Lung Wui Road.
The area extends eastward to Fenwick Pier Street and the Fleet Arcade, and
includes the existing GPO, Star Ferry Piers, Queens Pier, City Hall, PLA
Headquarters, Hong Kong Red Cross Headquarters building and the Tamar Site. The scope of the Central Reclamation, Phase
III includes:
·
Reclamation
and seawalls, roads and associated services, North Island Line Protection Works
and Advance Trunk Road Tunnel (ATRT) for the CWB;
·
Reprovisioning
of Star Ferry Pier, public landing steps, wallah wallah moorings, and motor
boat/launch operators' kiosks;
·
External
cooling water systems which consist of the cooling water pumping shells for
future developments, and the reprovisioning of existing cooling water pumping
stations and associated pipework systems and E&M works;
·
Reprovisioning
of existing Leisure and Cultural Services Department (LCSD)'s facilities;
·
Provision
of a flood relief path, stormwater culvert extensions, upgrading of hinterland
stormwater drainage resulting from the reclamation, demolition of the existing
waterfront structures and necessary landscaping;
·
The
Hong Kong Station Extended Overrun Tunnel (EOT) and associated ventilation
structures entrusted for construction within the CRIII works;
·
Reprovisioning
of the Government Heliport at the Wan Chai PCWA and reprovisioning of the Wan
Chai PCWA at Chai Wan Basin.
2.2.3. The project also contains various
Schedule 2 DPs that, under the EIAO, require Environmental Permits (EPs) to be granted by the DEP before
they may
be either constructed or operated. Table 2.1 summarises the four
individual DPs under this Project. Figure 2.1 shows the locations of these
Schedule 2 DPs.
Table
2.1 Schedule 2
Designated Projects under this Project
|
Item |
Designated Project |
EIAO Reference |
|
DP1
|
Reclamation
works |
Schedule
2, Part I, A.7 |
|
DP2
|
Road
P2 and other roads which are classified as primary/district distributor roads
|
Schedule
2, Part I, A.1 |
|
DP3
|
Central-Wanchai
bypass (CWB) |
Schedule
2, Part I, C.1 |
|
DP4 |
The
North Island Line (NIL) Protection Works within CRIII |
Schedule
2, Part I, A.7 |
2.2.4.
Contract HK/2012/08 – Wan Chai Development Phase II
– Central- Wan Chai Bypass at Wan Chai West as part of the Project works by the
Civil Engineering and Development Department (CEDD) is associated with
Designated Project 1(DP1) and Designated Project (DP2).
2.2.5.
Contract HY/2009/18 – Central Wanchai Bypass –
Central Interchange as part of the Project works by the Highways Department
(HyD) is associated with Designated Project 2(DP2). As confirmed with Resident
Site Staff, the construction of P1 Road of DP2 under Contract HY/2009/18 have
been completed on 1 November 2017 and the monitoring association with Contract
HY/2009/18 and relevant reporting has been ceased in the reporting month.
2.2.6.
Contract
HY/2010/08 – Central Wanchai Bypass – Tunnel as part of the Project works by
the Highways Department (HyD) is associated with Designated Project 2 (DP2). As
confirmed with Resident Site Staff, the junction modification of Road 1 Road of
DP2 under Contract HY/2010/08 was generally completed while the remaining works
was considered to be no adverse impact and not related to DP works. As such,
the monitoring station association with Contract HY/2010/08 and relevant
reporting has been ceased in the reporting month.
2.3.1
Civil Engineering and
Development Department is the overall
project controllers for the Central Reclamation Phase
III Project. For the construction phase of the Project, Project
Engineer, Contractor(s), Environmental Team and Independent Environmental
Checker are appointed to manage and control environmental issues.
2.3.2
The proposed project
organization and lines of communication with respect to environmental
protection works are shown in Figure 2.2. Key personnel and contact particulars are
summarized in Table 2.2:
Table 2.2 Contact Details
of Key Personnel
|
Party |
Role |
Post |
Name |
Contact No. |
Contact Fax |
|
AECOM |
Engineer’s
Representative for WDII |
Senior Resident
Engineer |
Mr.
S.K. Lo |
3519
9033 |
2587 1877 |
|
Ramboll Hong
Kong
Limited |
Independent Environmental
Checker (IEC) |
Independent Environmental
Checker (IEC) |
Mr. David Yeung |
3465
2888 |
3465
2899 |
|
Lam Geotechnics Limited |
Environmental Team (ET) |
Environmental Team Leader (ETL) |
Mr. Raymond
Dai |
2882 3939 |
2882 3331 |
3.1.1.
A
summary of the current status on licences and/or permits on environmental
protection pertinent to the Project is shown in Table 3.1.
Table 3.1 Summary
of the current
status on licences and/or permits on environmental protection pertinent to the
Project
|
Permits
and/or Licences |
Reference
No. |
Issued
Date |
Status |
|
Environmental Permit |
EP-122/2002/E |
24 Sep 2015 |
Valid |
NOISE Monitoring Stations
4.1.1.
The
continuous noise monitoring station for the Project is listed and shown in Table
4.1 and Figure 4.1.. Appendix 4.1 shows the established Action/Limit
Levels for the monitoring works.
Table 4.1 Continuous
Noise
Monitoring Stations
|
District |
Station |
Description |
|
Central |
ACL3 |
City
Hall |
Noise Monitoring
Parameters, Frequency and Duration
4.1.2.
Continuous 24-hour noise monitoring shall be carried out at the
designated monitoring stations. The following is an initial guide on the regular
monitoring frequency for each station on a 24 hours daily basis when noise
generating activities are underway:
·
One
set of measurements between 0700 and 1900 hours on normal weekdays.
·
One
set of measurements between 1900 and 2300 hours on normal weekdays and 0700 and
2300 hours on public holidays.
·
One
set of measurements between 2300 and 0700 hours on next day on every day.
4.1.3.
If construction works are extended to include works
during the hours of 1900 – 0700 as well as public holidays and Sundays, additional
weekly impact monitoring shall be carried out during respective restricted
hours periods. Applicable permits under NCO shall be obtained by the
Contractor.
Monitoring Equipment
4.1.4.
As referred to in the Technical Memorandum ™ issued
under the NCO, sound level meters in compliance with the International
Electrotechnical Commission Publications 651: 1979 (Type 1) and 804: 1985 (Type
1) specifications shall be used for carrying out the noise monitoring.
Immediately prior to and following each noise measurement the accuracy of the
sound level meter shall be checked using an acoustic calibrator generating a
known sound pressure level at a known frequency. Measurements may be accepted
as valid only if the calibration level from before and after the noise measurement
agrees to within 1.0 dB.
4.1.5.
Noise measurements shall not be made in fog, rain,
wind with a steady speed exceeding 5 m/s or wind with gusts exceeding 10 m/s.
The wind speed shall be checked with a portable wind speed meter capable of
measuring the wind speed in m/s.
4.1.6.
The sound level meter shall be checked using an
acoustic calibrator generating a known sound pressure level at a known
frequency before deployment to the site and during each site visit.
Measurements will be accepted as valid only if the calibration level from
before and after the noise measurement agrees to within 1.0 dB.
Air Quality Monitoring
Stations
4.2.1. The air
quality monitoring stations for the Project are listed and shown in Table
4.2 and Figure 4.1. Appendix 4.1 shows the established
Action/Limit Levels for the monitoring works.
Table 4.2 Air Quality Monitoring Stations
|
Station ID |
Description |
|
ACL1 |
City Hall |
|
ACL2a |
Contractor HK/2012/08 Site Office |
Air QUALITY Monitoring
Parameters, Frequency and Duration
4.2.2. One-hour
and 24-hour TSP levels should be measured to indicate the impacts of construction
dust on air quality. The 24-hour TSP levels shall be measured by following the
standard high volume sampling method as set out in the Title 40 of the Code of
Federal Regulations, Chapter 1 (Part 50), Appendix B.
4.2.3. All
relevant data including temperature, pressure, weather conditions, elapsed-time
meter reading for the start and stop of the sampler, identification and weight
of the filter paper, and any other local atmospheric factors affecting or
affected by site conditions, etc., shall be recorded down in detail.
4.2.4. For
regular impact monitoring, the sampling frequency of at least once in every
six-days, shall be strictly observed at all the monitoring stations for 24-hour
TSP monitoring. For 1-hour TSP monitoring, the sampling frequency of at least
three times in every six-days should be undertaken when the highest dust impact
occurs.
Sampling Procedure and
Monitoring Equipment
4.2.5. High
volume samplers (HVSs) in compliance with the following specifications shall be
used for carrying out the 1-hour and 24-hour TSP monitoring:
·
0.6
– 1.7 m3 per minute adjustable flow range;
·
Equipped
with a timing / control device with +/- 5 minutes accuracy for 24 hours
operation;
·
Installed
with elapsed-time meter with +/- 2 minutes accuracy for 24 hours operation;
·
Capable
of providing a minimum exposed area of 406 cm2;
·
Flow
control accuracy: +/- 2.5% deviation over 24-hour sampling period;
·
Equipped
with a shelter to protect the filter and sampler;
·
Incorporated
with an electronic mass flow rate controller or other equivalent devices;
·
Equipped
with a flow recorder for continuous monitoring;
·
Provided
with a peaked roof inlet;
·
Incorporated
with a manometer;
·
Able
to hold and seal the filter paper to the sampler housing at horizontal
position;
·
Easily
changeable filter; and
·
Capable
of operating continuously for a 24-hour period.
4.2.6. Initial
calibration of dust monitoring equipment shall be conducted upon installation
and thereafter at bi-monthly intervals. The transfer standard shall be
traceable to the internationally recognized primary standard and be calibrated
annually. The concern parties such as IEC shall properly document the
calibration data for future reference. All the data should be converted into
standard temperature and pressure condition.
Laboratory Measurement /
Analysis
4.2.7. A clean
laboratory with constant temperature and humidity control, and equipped with
necessary measuring and conditioning instruments to handle the dust samples
collected, shall be available for sample analysis, and equipment calibration
and maintenance. The laboratory should be HOKLAS accredited.
4.2.8. Filter
paper of size 8” x 10” shall be labelled before sampling. It shall be a clean
filter paper with no pinholes, and shall be conditioned in a
humidity-controlled chamber for over 24-hours and be pre-weighed before use for
the sampling.
4.2.9. After
sampling, the filter paper loaded with dust shall be kept in a clean and
tightly sealed plastic bag. The filter paper shall then be returned to the
laboratory for reconditioning in the humidity controlled chamber followed by
accurate weighing by an electronic balance with readout down to 0.1 mg. The
balance shall be regularly calibrated against a traceable standard.
4.2.10. All the
collected samples shall be kept in a good condition for 6 months before
disposal.
WATER Quality Monitoring
Stations
4.3.1 The water
quality monitoring stations for the Project are listed and shown in Table
4.3 and Figure 4.1. Appendix 4.1 shows the established
Action/Limit Levels for the monitoring works.
Table
4.3 Water Quality Monitoring
Stations
|
Station ID |
Description |
Easting |
Northing |
|
Cooling Water Intakes |
|||
|
M5B |
Swire / Government
Headquarters/ Tamar Development/ MTRCL and HSBC Headquarters |
835169 |
816052 |
|
Culverts (Reference Station) |
|||
|
Culvert J |
Culvert J Outfall Location |
835082 |
816071 |
Water Quality Parameters
4.3.2. Monitoring
of dissolved oxygen (DO), turbidity and suspended solids (SS) shall be carried
out at WSD flushing water intakes and cooling water intakes. DO and Turbidity
are measured in-situ while SS is determined in laboratory.
4.3.3. In
association with the water quality parameters, other relevant data shall also
be measured, such as monitoring location/position, time, sampling depth, water
temperature, pH, salinity, dissolved oxygen (DO) saturation, weather
conditions, sea conditions, tidal stage, and any special phenomena and work
underway at the construction site etc.
Sampling Procedures and
Monitoring Equipment
4.3.4. The
interval between two sets of monitoring should not be less than 36 hours except
where there are exceedances of Action and/or Limit Levels, in which case the monitoring
frequency will be increased. Table 4.4 shows the proposed
monitoring frequency and water quality parameters. Duplicate in-situ
measurements and water sampling should be carried out in each sampling event.
For selection of tides for in-situ measurement and water sampling, tidal range
of individual flood and ebb tides should be not less than 0.5m.
Table 4.4 Marine Water Quality Monitoring Frequency and Parameters
|
Activities |
Monitoring
Frequency1 |
Parameters2 |
|
During the 4-week baseline
monitoring period |
Three days per week,
at mid-flood and mid-ebb tides |
Turbidity, Suspended
Solids (SS), Dissolved Oxygen (DO), pH, Temperature, Salinity |
|
During marine construction works |
Three days per week,
at mid-flood and mid-ebb tides |
Turbidity, Suspended
Solids (SS), Dissolved Oxygen (DO), pH, Temperature, Salinity |
|
After completion of marine construction works |
Three days per week,
at mid-flood and mid-ebb tides |
Turbidity, Suspended
Solids (SS), Dissolved Oxygen (DO), pH, Temperature, Salinity |
Notes:
1.
For selection of tides for in-situ measurement
and water sampling, tidal range of individual flood and ebb tides should be not
less than 0.5m.
2.
Turbidity should be measured in situ whereas SS
should be determined by laboratory.
Dissolved Oxygen and
Temperature Measuring Equipment
4.3.5. The instrument should be a
portable, weatherproof dissolved oxygen measuring instrument complete with
cable, sensor, comprehensive operation manuals, and use a DC power source. It
should be capable of measuring:
·
a
dissolved oxygen level in the range of 0-20 mg/l and 0-200% saturation
·
a
temperature of 0-45 degree Celsius
4.3.6. It should have a membrane
electrode with automatic temperature compensation complete with a cable.
Sufficient stocks of spare electrodes and cables should be available for
replacement where necessary. (e.g. YSI model 59 meter, YSI 5739 probe, YSI
5795A submersible stirrer with reel and cable or an approved similar
instrument).
4.3.7. Should salinity
compensation not be build-in in the DO equipment, in-situ salinity shall be
measured to calibrate the DO equipment prior to each DO measurement.
Turbidity Measurement
Instrument
4.3.8. The instrument should be a
portable, weatherproof turbidity-measuring instrument complete with
comprehensive operation manual. The equipment should use a DC power source. It
should have a photoelectric sensor capable of measuring turbidity between 0‑1000
NTU and be complete with a cable (e.g. Hach model 2100P or an approved similar
instrument).
Sampler
4.3.9. A water sampler comprises a
transparent PVC cylinder, with a capacity of not less than 2 litres, and can be
effectively sealed with latex cups at both ends. The sampler should have a
positive latching system to keep it open and prevent premature closure until
released by a messenger when the sampler is at the selected water depth (e.g.
Kahlsico Water Sampler or an approved similar instrument).
Sample Container and
Storage
4.3.10. Water samples for suspended
solids measurement should be collected in high-density polythene bottles, packed
in ice (cooled to 4°C without being frozen), and delivered to ALS Technichem
(HK) Pty Ltd. as soon as possible after collection for analysis.
Water Depth Detector
4.3.11. A portable,
battery-operated echo sounder shall be used for the determination of water
depth at each designated monitoring station. This unit can either be handheld
or affixed to the bottom of the workboat, if the same vessel is to be used
throughout the monitoring programme.
Salinity
4.3.12. A portable salinometer
capable of measuring salinity in the range of 0-40 ppt shall be provided for
measuring salinity of the water at each of monitoring location.
Monitoring Position
Equipment
4.3.13. A hand-held or boat-fixed
type digital Global Positioning System (GPS) with waypoint bearing indication
or other equivalent instrument of similar accuracy shall be provided and used
during monitoring to ensure the monitoring vessel is at the correct location
before taking measurements.
Calibration of In-situ
Instruments
4.3.14. All in-situ monitoring
instrument shall be checked, calibrated and certified by a laboratory
accredited under HOKLAS or equivalent before use, and subsequently
re-calibrated at 3 monthly intervals throughout all stages of the water quality
monitoring. Responses of sensors and electrodes should be checked with
certified standard solutions before each use. Wet bulb calibration for a DO
meter shall be carried out before measurement at each monitoring location.
4.3.15. For the on site calibration
of field equipment by the ET, the BS 127:1993, "Guide to Field and on-site
test methods for the analysis of waters" should be observed.
4.3.16. Sufficient stocks of spare
parts should be maintained for replacements when necessary. Backup monitoring
equipment shall also be made available so that monitoring can proceed
uninterrupted even when some equipment is under maintenance, calibration, etc.
Laboratory Measurement /
Analysis
4.3.17. Analysis of suspended
solids has been carried out in a HOKLAS accredited laboratory, ALS Technichem
(HK) Pty Ltd. Water samples of about 1L shall be collected at the monitoring
stations for carrying out the laboratory SS determination. The SS determination
work shall start within 24 hours after collection of the water samples. The SS
determination shall follow APHA 19ed or equivalent methods subject to the
approval of IEC and EPD.
5.0.1. The
environmental monitoring will be implemented based on the division of works
areas of each designated project managed under different contracts with
separate FEP applied by individual contractors.
Overall layout showing work areas of various contracts, latest status of
work commencement and monitoring stations is shown in Figure 2.1 and Figure 4.1. The
monitoring results are presented in according to the Individual Contract(s).
5.1.1
Due to safety concerned, the location of the continuous noise monitoring
station at City Hall was finely adjusted to the roof of the City Hall, Low
Block on 1 May 2013.
Contract no. HK/2012/08 – Wan Chai Development
Phase II – Central – Wan Chai Bypass at Wan
Chai West
5.1.2
The proposed division of noise monitoring
stations is summarized in Table 5.1 below.
Table 5.1 Continuous Noise Monitoring Stations for Contract no. HK/2012/08
|
Location
ID |
District |
Description |
|
ACL3 |
Central |
City Hall |
Remarks:
Continuous noise monitoring results and graphical presentation for ACL3 during
restricted hours and night time period are for information only.
5.1.3
As WDII RSS confirmation of construction works completion at CRIII area
on 21 October 2019 and agreed with IEC on 1 November 2019, the continuous noise
monitoring at ACL3 – City Hall for Contract no. HK/2012/08 under EP-122/2002/E
was suspended from 1 November 2019 onward.
5.2.1
Due to the defective electricity supply found at monitoring station ACL1
and the advice from City Hall Building Management, the air quality monitoring
station ACL1 – City Hall was finely adjusted on 28 Feb 2014 to an alternate
electricity supply.
5.2.2
Due to the large scale renovation works at People’s Liberation Army
Headquarter, a Proposal for Relocation of Air Quality Monitoring Station at
People’s Liberation Army Headquarter (ACL2) was formally submitted to EPD on
4th November, 2013.
5.2.3
The Proposal for Relocation of Air Quality Monitoring Station at
People’s Liberation Army Headquarter (ACL2) was approved by EPD on 27 November
2013.
5.2.4
According to the approved proposal for relocation of Air Quality
Monitoring station, the action and limit levels of ACL2a shall adopt the
reference monitoring result from the baseline air monitoring report for
EP/364/2009 in 22 April 2010 in which approved by EPD.
5.2.5
The air quality monitoring at ACL2a – Contractor HK/2012/08 Site Office
was commenced on 7 December 2013.
Contract
no. HK/2012/08 – Wan Chai Development Phase II – Central – Wan Chai Bypass at
Wan Chai West
5.2.6 The
proposed division of air quality monitoring stations are summarized in Table
5.3 below.
Table 5.3 Air Quality
Monitoring Station for Contract
no. HK/2012/08
|
Station |
Description |
|
ACL1 |
City
Hall |
|
ACL2a |
Contractor HK/2012/08 Site Office |
5.2.7 As WDII RSS
confirmation of construction works completion at CRIII area on 21 October 2019
and agreed with IEC on 1 November 2019, the air quality monitoring at ACL1 –
City Hall and ACL2a – Contractor HK/2012/08 Site Office for Contract no.
HK/2012/08 under EP-122/2002/E was suspended from 1 November 2019 onward.
Contract
no. HK/2012/08 – Wan Chai Development Phase II – Central – Wan Chai Bypass at
Wan Chai West
5.3.1 The proposed
division of water quality monitoring stations are summarized in Table 5.5
below.
Table
5.5 Water Quality Monitoring Station for Contract no. HK/2012/08
|
Station ID |
Description |
||
|
Cooling
Water Intakes |
|
||
|
M5B |
Swire / Government Headquarters/
Tamar Development/ MTRCL and HSBC Headquarters |
||
|
Culverts (Reference Station) |
|
||
|
Culvert J |
Culvert
J Outfall Location |
||
5.3.2
With respect to the confirmation of completion of marine work by WDII RSS,
the water quality monitoring at M5B and Culvert J was temporary suspended from
23 August 2019 onward after completion of 4 weeks post-construction monitoring
and with agreement from IEC.
6.0.1 The Event Action
Plan for construction noise, air and water quality are presented in Appendix 6.1.
Contract no. HK/2012/08 – Wan Chai Development Phase II – Central – Wan Chai
Bypass at Wan Chai West
6.1.1. As WDII RSS confirmation of construction works
completion at CRIII area on 21 October 2019 and agreed with IEC on 1 November
2019, the continuous noise monitoring at ACL3 – City Hall for Contract no.
HK/2012/08 under EP-122/2002/E was suspended from 1 November 2019 onward.
Contract no. HK/2012/08 – Wan Chai Development
Phase II – Central – Wan Chai Bypass at Wan Chai West
6.2.1 As WDII RSS confirmation
of construction works completion at CRIII area on 21 October 2019 and agreed
with IEC on 1 November 2019, the air quality monitoring at ACL1 – City Hall and
ACL2a – Contractor HK/2012/08 Site Office for Contract no. HK/2012/08 under
EP-122/2002/E was suspended from 1 November 2019 onward.
Contract no. HK/2012/08 – Wan Chai Development
Phase II – Central – Wan Chai Bypass at Wan Chai West
6.3.1
With respect to the confirmation of completion of marine work by WDII RSS,
the water quality monitoring at M5B and Culvert J was temporary suspended from
23 August 2019 onward after completion of 4 weeks post-construction monitoring
and with agreement from IEC.
6.4.1 As WDII
RSS confirmation of construction works completion at CRIII area on 21 October
2019 and agreed with IEC on 1 November 2019, the weekly environmental site
inspection for Contract no. HK/2012/08 under EP-122/2002/E was suspended from 1
November 2019 onward.
6.5.1 As WDII
RSS confirmation of construction works completion at CRIII area on 21 October
2019 and agreed with IEC on 1 November 2019, the weekly environmental site inspection
for Contract no. HK/2012/08 under EP-122/2002/E was suspended from 1 November
2019 onward.
7.0.1. This
section addresses the relevant cumulative construction impact due to the
concurrent activities of the current projects including the Central Reclamation
Phase III (CRIII), Wan Chai Development Phase II (WDII), Central-WanChai Bypass
(CWB), Island Eastern Corridor Link projects (IECL) and Wan Chai Development
Phase II – Central – Wan Chai Bypass at Wan Chai East (CWB Tunnel).
7.0.2. According to the Final EM&A report of Central
Reclamation Phase III (CRIII) for Contract HK 12/02, the major construction
activities were completed by end of January 2014 and no construction activities
were undertaken thereafter and the water quality monitoring was completed in
October 2011. As such, it is considered
that there were no cumulative construction impact due to the concurrent
activities of the current projects with the Central Reclamation Phase III
(CRIII) undertaken by contractor HK12/02 in the reporting month.
7.0.3. According to the
construction programme of Central-Wanchai Bypass at Wanchai West at the Central
Reclamation Phase III area, no works was conducted in August 2020 reporting
period. In view of the above, the cumulative construction impact due to the
Central Reclamation Phase III (CRIII) was not anticipated.
7.0.4.
According to the construction programme of Wan Chai Development Phase
II, Central-Wan Chai Bypass and Island Eastern Corridor Link projects, no construction
works under Wan Chai Development Phase II was conducted at Wan Chai. The major
construction activities under Central-Wan Chai Bypass and Island Eastern
Corridor Link Projects were ventilation building ABWF works and modification
works at Central; drainage improvement work and utility diversion works at
Victoria Park; bridge noise enclosure installation works, road works, drainage
works, soft landscape works and ventilation building ABWF work at North Point
area in the reporting period. In addition, other non-Wan Chai Development Phase
II, Central-Wan Chai Bypass and Island Eastern Corridor Link projects were
observed undertaken at Wan Chai North and North Point area.
7.0.5. As relevant site
mitigation measures for air quality and construction noise were implemented, no
significant air quality impact and noise impact from construction activities
was concluded in the reporting period. Besides, no construction work was
conducted at EP-122 area in the reporting period. Thus, it is evaluated that
the cumulative construction impact from the concurrent projects including Wan
Chai Development Phase II (WDII), Central- WanChai Bypass (CWB), Island Eastern
Corridor Link projects (IECL) was insignificant.
8.1.1 As WDII RSS
confirmation of construction works completion at CRIII area on 21 October 2019
and agreed with IEC on 1 November 2019, the weekly environmental site
inspection for Contract no. HK/2012/08 under EP-122/2002/E was suspended from 1
November 2019 onward.
9.1.1 No environmental complaint was received
in this reporting month.
9.1.2 The details of cumulative
complaint log and updated summary of complaints are presented in Appendix 9.1
9.1.3 Cumulative
statistic on complaints and successful prosecutions are summarized in Table
9.1 and Table 9.2 respectively.
Table 9.1 Cumulative Statistics on Complaints
|
Reporting
Period |
No.
of Complaints |
|
July 2013 – July 2020 |
5 |
|
August 2020 |
0 |
|
Total |
5 |
Table 9.2 Cumulative
Statistics on Successful Prosecutions
|
Environmental
Parameters |
Cumulative
No. Brought Forward |
No.
of Successful Prosecutions this month (Offence Date) |
Cumulative
No. Project-to-Date |
|
Air |
0 |
0 |
0 |
|
Noise |
0 |
0 |
0 |
|
Water |
0 |
0 |
0 |
|
Waste |
0 |
0 |
0 |
|
Total |
0 |
0 |
0 |
10.0.1.
The EM&A programme was carried out in
accordance with the EM&A Manual requirements, minor alterations to the
programme proposed were made in response to changing circumstances.
10.0.2.
Termination of EM&A programme (Construction Period) under EM&A Manual
section 8.5.1 & 8.5.2 is in progress.