Contract
No: HK/2015/01 Wanchai Development Phase II and Central Wanchai
Bypass Sampling, Field Measurement and
Testing Work (Stage 3) Environmental
Permit no. EP-356/2009, Further
Evironmental permit nos. fep-02/356/2009, FEP-03/356/2009, Fep-04/356/2009 Fep-06/356/2009, FEP-07/356/2009 and
FEP-08/356/2009 Quarterly Environmental Monitoring
and Audit Report
- June 2017 to August 2017 -
|
CLIENTS: |
|
Civil
Engineering and Development Department and Highways
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 |
|
|
|
|
|
CHECKED by: |
|
Raymond Dai Environmental Team Leader |
|
DATE: |
|
September 2017 |
2.2 Scope of the Project and Site Description
2.3 Division
of the Project Responsibility
2.4 Project
Organization and Contact Personnel
2.5 Principal Work and Activities
5.5. Review of the Reasons for and the Implications of
Non-compliance
5.6. Summary of action taken in the event of and follow-up
on non-compliance
6. Complaints, Notification of Summons
and Prosecution
7. Cumulative
Construction Impact due to the Concurrent Projects
lIST
OF TABLES
Table I Principal Work
Activities for Contract no. HK/2009/01
Table II Principal Work
Activities for Contract no. HK/2009/02
Table III Principal Work
Activities for Contract no. HY/2009/15
Table IV Principal Work
Activities for Contract no. HY/2009/19
Table V Principal Work
Activities for Contract no. HK/2012/08
Table VI Principal Work Activities for Contract no. HY/2010/08
Table 2.1 Schedule 2 Designated
Projects under this Project
Table 2.2 Details of Individual
Contracts under the Project
Table 2.3 Contact Details of
Key Personnel
Table 2.4 Principal Work Activities for Contract no. HK/2009/01
Table 2.5 Principal Work Activities for Contract no. HK/2009/02
Table 2.6 Principal Work
Activities for Contract no. HY/2009/15
Table 2.7 Principal Work
Activities for Contract no. HY/2009/19
Table 2.8 Principal Work Activities for Contract no. HK/2012/08
Table 2.9 Principal Work Activities for Contract no. HY/2010/08
Table 3.1 Noise Monitoring Stations
Table 3.2 Air Monitoring
Stations
Table 3.3 Marine Water Quality
Stations for Water Quality Monitoring
Table 3.4 Marine Water Quality
Monitoring Frequency and Parameters
Table
3.5 Marine Water Quality Stations for Enhanced Water
Quality Monitoring
Table 4.1 Noise Monitoring Station for Contract nos. HK/2009/01
and HK/2009/02
Table 4.2 Noise Monitoring
Station for Contract nos. HY/2009/15
Table 4.3 Noise Monitoring Stations for Contract no. HY/2009/19
Table 4.4 Noise Monitoring Stations for Contract no. HY/2010/08
Table 4.5 Air Monitoring Stations for Contract no. HK/2009/01
Table 4.6 Air Monitoring Station for Contract no. HK/2009/02
Table 4.7 Air Monitoring Station
for Contract no. HY/2009/15
Table 4.8 Air Monitoring Stations for Contract no. HY/2009/19
Table 4.9 Air Monitoring Station
for Contract no. HK/2012/08
Table 4.10 Air Monitoring Stations for Contract no. HY/2010/08
Table 4.11 Water Monitoring Stations for Contract no. HK/2009/01
Table 4.12 Water Monitoring Stations for
Contract no. HK/2009/02
Table 4.13 Water Monitoring Stations for Contract no. HK/2012/08
Table 4.14 Water Monitoring Stations
for Contract no. HY/2009/15
Table 4.15 Enhance Dissolved Oxygen
Monitoring Stations for Contract no. HY/2009/15
Table 4.16 Water quality monitoring Stations for Contract no. HY/2010/08
Table 4.17 Enhance Dissolved
Oxygen Monitoring Stations for Contract no. HY/2010/08
Table 4.18 Details of Waste
Disposal for Contract no. HK/2009/01
Table 4.19 Details of Waste
Disposal for Contract no. HK/2009/02
Table 4.20 Details
of Waste Disposal for Contract no. HY/2009/15
Table 4.21 Details of Waste Disposal for Contract no. HY/2009/19
Table 4.22 Details of
Waste Disposal for Contract no. HK/2012/08
Table 4.23 Details of Waste Disposal for Contract
no. HY/2010/08
Table 6.1 Cumulative Statistics
on Complaints
Table 6.2 Cumulative Statistics
on Successful Prosecutions
lIST OF FIGUREs
Figure
2.1 Project Layout
Figure
2.2 Project Organization Chart
Figure 3.1 Locations of Environmental
Monitoring Stations
lIST OF APPENDIces
Appendix
2.1 Environmental Mitigation
Implementation Schedule
Appendix 3.1 Action and Limit Level
Appendix
4.1 Noise Monitoring
Graphical Presentations
Appendix
4.2 Air Quality Monitoring
Graphical Presentations
Appendix
4.3 Water Quality Monitoring
Graphical Presentations
Appendix 5.1 Event Action Plans
Appendix 6.1 Complaint Log
Appendix 7.1 Construction Programme of
Individual Contracts
Construction Activities for the
Reported Period
Table I Principal Work Activities for Contract
no. HK/2009/01
June 2017 |
July 2017 |
August 2017 |
Nil |
Nil |
Nil |
Table II Principal Work Activities for Contract no.
HK/2009/02
June 2017 |
July 2017 |
August 2017 |
Nil |
Nil |
Nil |
Table III
Principal Work Activities for
Contract no. HY/2009/15
June 2017 |
July 2017 |
August 2017 |
·
Reinstate the seawall of Eastern Breakwater |
· Nil |
·
Nil |
Table IV Principal Work Activities for Contract no. HY/2009/19
June 2017 |
July 2017 |
August 2017 |
Nil |
Nil |
Nil |
Table V Principal Work Activities for Contract no.
HK/2012/08
June 2017 |
July 2017 |
August 2017 |
Construction of Box 1 unit |
Construction of Box 1 unit |
Construction of Box 1 unit |
Table VI
Principal Work Activities for Contract
no. HY/2010/08
June 2017 |
July 2017 |
August 2017 |
Diversion pipe maintenance Diaphragm Wall Removal Works Removal of reclamation at TS3E and
TS3W |
Diversion pipe maintenance Diaphragm Wall Removal Works Removal of reclamation at TS3E and
TS3W |
Diversion pipe maintenance Diaphragm Wall Removal Works Removal of reclamation at TS3E and
TS3W |
Noise Monitoring
Air Quality Monitoring
Reporting month of June 2017:
24 TSP monitoring at CMA1b was
rescheduled from 8 and 14 June 2017 to 14 and 15 June 2017 respectively.
24 TSP monitoring at CMA5b was
rescheduled from 14 and 26 June 2017 to 15 and 28 June 2017 respectively.
24 TSP monitoring at CMA6a was
rescheduled from 20 June 2017 to 22 June 2017.
Reporting month of July 2017:
24hr TSP monitoring at CMA1b was
rescheduled from 17 July 2017 and 18 July 2017 to 18 July 2017 and 24 July 2017
respectively;
24hr TSP monitoring at CMA5b was
rescheduled from 29 June 2017 to 03 July 2017.
24hr TSP at CMA6a was rescheduled from
22 Jul 2017 to 24 Jul 2017.
Reporting month of August 2017:
24hr TSP monitoring at CMA5b was
rescheduled from 26 August 2017 to 29 August 2017.
1hr TSP monitoring at CMA5b was
rescheduled from 28 August 2017 to 29 August 2017.
Water Quality Monitoring
Investigation found that 1 limit level
of turbidity exceedance recorded at monitoring station C7 on 23 June 2017 was
not related to Project works.
Investigation found that 3 limit level of
turbidity exceedances and 2 action level of suspended solid exceedances
recorded at monitoring station C7 on 21 and 26 June 2017 were concluded as
related to Project works.
Investigation found that the turbidity
and suspended solid exceedances recorded in August reporting month were not
related to Project works.
Complaints, Notifications of
Summons and Successful Prosecutions
1.1.1.
Lam
Geotechnics Limited (LGL) has been appointed to work as the Environmental Team
(ET) under Environmental Permit no. EP-356/2009 and Further Environmental
permit nos. FEP-02/356/2009,
FEP-03/356/2009,
FEP-04/356/2009, FEP-06/356/2009, FEP-07/356/2009 and FEP-08/356/2009 to
implement the Environmental Monitoring and Audit (EM&A) programme as
stipulated in the EM&A Manual of the approved Environmental Impact
Assessment (EIA) Report for Wan Chai Development phase II and Central-Wan Chai
Bypass (Register No.: AEIAR-125/2008) and in the EM&A Manual of the
approved EIA Report for Central-Wan Chai Bypass and Island Eastern Corridor
Link (Register No. AEIAR-041/2001).
1.1.2.
This
report presents the environmental monitoring and auditing work carried out in
accordance to the Section 10.4 of EM&A Manual and “Environmental
Monitoring and Audit Requirements” under Particular
Specification Section 27.
1.1.3.
This report documents the finding of EM&A works
during the period from 27th May 2017 to 26th
August 2017.
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 Monitoring Requirements – summarizes all monitoring parameters,
monitoring locations, monitoring frequency, duration and action plan.
Section 4 Monitoring Results – summarizes the monitoring results
obtained in the reporting period.
Section 5 Compliance Audit – summarizes the auditing of monitoring results, all
exceedances environmental parameters.
Section 6 Complaints,
Notification of summons and Prosecution – summarizes the cumulative
statistics on complaints, notification of summons and prosecution
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 Conclusion
2.1.1.
“Wan
Chai Development phase II and Central-Wan Chai Bypass” and “Central-Wan Chai
Bypass and Island Eastern Corridor Link” (hereafter called “the Project”) are
Designed Project (DP) under the Environmental Impact Assessment Ordinance (Cap.
499) (EIAO). The Environmental Impact
Assessment (EIA) Reports for Central-Wan Chai Bypass and Island Eastern
Corridor Link (Register No. AEIAR-041/2001) and Wan Chai Development phase II
and Central-Wan Chai Bypass (Register No.: AEIAR-125/2008) have been approved
on 31 August 2001 and 11 December 2008 respectively.
2.1.2.
The
key purpose of Wan Chai Development Phase II (WDII) is to provide land at Wan
Chai North and North Point for construction of the Central-Wan Chai Bypass and
Island Eastern Corridor Link (CWB). Land formed under the project will be
developed as a world-class waterfront promenade joining that at the new Central
waterfront for public enjoyment.
2.1.3.
There
is a compelling and present need for the CWB to provide relief to the very
congested east-west Connaught Road Central/Harcourt Road / Gloucester Road
Corridor (the Corridor) which is currently operating beyond its capacity. The
CWB will provide relief to the existing congestion along the Corridor and cater
for the anticipated growth of traffic on Hong Kong Island. Without the CWB and
its access roads, there will not be sufficient capacity to serve the heavy
traffic demands at both strategic and local levels.
2.2.1.
The
Project is located mainly in Wan Chai North, Causeway Bay and North Point, and
is demarcated by Gloucester Road and Victoria Park Road to the south, Fenwick
Pier Street to the west and Tong Shui Road Interchange to the east, as shown in
Figure 2.1.
2.2.2.
The
study area encompasses existing developments along the Wan Chai, Causeway Bay
and North Point shorelines. Major land uses include the Hong Kong Convention
& Exhibition Centre (HKCEC) Extension, the Wan Chai Ferry Pier, the ex-Wan
Chai Public Cargo Working Area (ex-PCWA), the Royal Hong Kong Yacht Club
(RHKYC), the Police Officers' Club, the Causeway Bay Typhoon Shelter (CBTS) and
commercial and residential developments.
2.2.3.
The scope of the Project comprises:
·
Land formation for key transport infrastructure and
facilities, including the Trunk Road (i.e. CWB) and the associated slip roads for
connection to the Trunk Road and for through traffic from Central to Wan Chai and
Causeway Bay. The land formed for the above transport infrastructure will provide
opportunities for the development of an attractive waterfront promenade for the
enjoyment of the public
·
Reprovisioning / protection of the existing
facilities and structures affected by the land formation works mentioned above
·
Extension, modification, reprovisioning or
protection of existing storm water drainage outfalls, sewerage outfalls and
watermains affected by the revised land use and land formation works mentioned
above
·
Upgrading of hinterland storm water drainage system
and sewerage system, which would be rendered insufficient by the land formation
works mentioned above
·
Provision of the ground level roads, flyovers,
footbridges, necessary transport facilities and the associated utility services
·
Construction of the new waterfront promenade,
landscape works and the associated utility services
·
The Trunk Road (i.e. CWB) within the study area and
the associated slip roads for connection to the Trunk Road.
2.2.4.
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 five
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 |
Reason for inclusion |
DP1 |
Central-Wanchai Bypass (CWB) including its road tunnel and slip roads |
Schedule 2, Part I, A.1 and A.7 |
Trunk road and road tunnel more than 800 m in length |
DP2 |
Road P2 and other roads which are classified as primary/district
distributor roads |
Schedule 2, Part I, A.1 |
Primary / district distributor roads |
DP3 |
Reclamation works including associated dredging works |
Schedule 2, Part I, C.1 and C.12 |
Reclamation more than 5 ha in size and a dredging operation less than
100 m from a seawater intake point |
DP5 |
Wan Chai East Sewage Outfall |
Schedule 2, Part I, F.5 and F.6 |
Submarine sewage pipelines with a total diameter more than 1,200 mm
and include a submarine sewage outfall |
DP6 |
Dredging for the Cross-harbour Water Mains from Wan Chai to Tsim Sha
Tsui |
Schedule 2, Part I, C.12 |
A dredging operation less than 100 m from a seawater intake point |
2.3.1
Due to the multi-contract nature of the Project, the status of permits
and/or licences under the individual contract(s) are presented as below:
Contract no. HK/2010/06 – Wan Chai
Development Phase II – Central – Wan Chai Bypass over MTR Tsuen Wan Line under
FEP-05/356/2009
2.3.2
The construction works were completed and the FEP-05/356/2009 was
surrendered by the Contractor on 3 October 2014.
Contract no. HY/2009/11 – Wan Chai
Development Phase II – Central – Wan Chai Bypass - North Point Reclamation
2.3.3
The construction works were completed and the FEP-01/356/2009 was
surrendered by the Contractor on 22 October 2012.
2.3.4
Due to the multi-contract nature of the Project, there are a
number of contracts sub-dividing the whole works area into different work areas
to be commenced. Contractors of
individual contracts will be required by the EP holder to apply Further
Environmental Permits (FEP) such that the impact monitoring stations are
sub-divided accordingly to facilitate the implementation of EM&A programme
and to streamline the EM&A reporting for individual FEP holders
correspondingly.
2.3.5
The details of individual contracts are summarized in Table2.2.
Table
2.2 Details of Individual Contracts
under the Project
Contract
No. |
Contract Title |
Associated
DP(s) |
Construction
Commencement Date |
HK/2009/01 |
Wan Chai Development Phase II – Central –Wanchai Bypass at Hong Kong
Convention and Exhibition Centre |
DP3, DP6 |
23 July 2010 |
DP1, DP2 |
25 August 2011 |
||
HK/2009/02 |
Wan Chai Development Phase II – Central – Wan Chai Bypass at WanChai
East |
DP3, DP5 |
5 July 2010 |
DP1 |
26 April 2011 |
||
HY/2009/11 |
Wan Chai Development Phase II and Central – Wan Chai Bypass – North
Point Reclamation |
DP3 |
17 March 2010 (Completed) |
HY/2009/15 |
Central-Wanchai Bypass – Tunnel (Causeway Bay Typhoon Shelter Section) |
DP3 |
10 November 2010 |
DP1 |
13 July 2011 |
||
HK/2010/06 |
Wan Chai Development Phase II-Central-Wan Chai Bypass over MTR Tsuen
Wan Line |
DP3 |
22 March 2011 (Completed) |
04/HY/2006 |
Reconstruction of Bus Terminus near Man Yiu Street and Man Kwong
Street |
DP1 |
September 2010 (Completed) |
HY/2009/17 |
Central - Wan Chai Bypass (CWB) at FEHD Whitfield Depot - Advanced
piling works. |
DP1 |
5 October 2010 (Completed) |
HY/2009/18 |
Central - Wan Chai Bypass (CWB) – Central Interchange |
DP1 |
10 March 2014 |
HY/2009/19 |
Central - Wanchai Bypass Tunnel (North Point Section) and Island
Eastern Corridor Link |
DP1 |
24 March 2011 |
HK/2012/08 |
Wan Chai
Development Phase II Central- Wan Chai Bypass at
Wan Chai West |
DP1,DP2,
DP3 |
5 March 2013 |
HY/2011/08 |
Central-Wan Chai
Bypass (CWB) – Tunnel Buildings, Systems and Fittings, and Works Associated
with Tunnel Commissioning |
DP1 |
8 October 2014 |
2.4.1.
Civil Engineering and Development Department and
Highways Department are the overall project controllers for the Wan Chai
Development Phase II and Central-Wan Chai Bypass respectively.
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.
2.4.2.
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 2.3:
Table 2.3 Contact Details of Key Personnel
Party |
Role |
Post |
Name |
Contact
No. |
Contact
Fax |
AECOM |
Engineer’s Representative for
WDII |
Principal Resident Engineer |
Mr. Frankie Fan |
2587 1778 |
2587 1877 |
Engineer’s Representative for CWB |
Principal Resident Engineer |
Mr. Peter Poon |
3912 3388 |
3912 3010 |
|
Chun Wo – Leader Joint Venture |
Contractor under Contract no. HK/2009/01 |
Project
Manager |
Mr. Simon Liu |
9304 8355 |
2587 1878 |
Site Agent |
Mr. Andy Yu |
9648 4896 |
|||
Environmental
Officer |
Mr. Terry
Tsang |
6683 9394 |
|||
Chun Wo – CRGL Joint Venture |
Contractor under Contract no. HK/2009/02 |
Project
Manager |
Mr. Paul Yu |
3658 3085 |
2827 9996 |
Quality & Environmental Manager |
Mr. C.P. Ho |
9191 8856 |
|||
China State Construction Engineering (HK) Ltd. |
Contractor under Contract no. HY/2009/15 |
Project Director |
Chris Leung |
3557 6393 |
2566 2192 |
Site Manager |
Y Huo |
3557 6368 |
|||
Contractor’s Representative |
Rex Lau |
3557 6405 |
|||
|
|
Environmental Officer |
Andy Mak |
3557 6347 |
|
Chun Wo - CRGL - MBEC Joint Venture |
Contractor under Contract no. HY/2009/19 |
Project Manager |
Rayland Lee |
3758 6788 |
2570 8013 |
Site Agent |
David Lau |
3758 8879 |
|||
Deputy Site Agent |
Andy Chan |
9879 4325 |
|||
Environmental Manager / Environmental Officer |
M.H. Isa |
9884 0810 |
|||
Construction
Manager (Marine) |
Wingo Wong |
9300 2625 |
|||
Construction Manager (Land) |
Ivan Wong |
9200 7552 |
|||
China State- Build King Joint Venture |
Contractor under Contract no. HK/2012/08 |
Project Director |
C. N. Lai |
9106 5806 |
2877 1522 |
Project Manager |
Eddie Chung |
9189 8118 |
|
||
|
|
Site Agent |
Keith Tse |
9037 1839 |
|
Environmental Officer |
James Ma |
9130 9549 |
|
||
China State |
Contractor under
Contract no. HY/2010/08 |
Project Director |
Chris Leung |
3467 4299 |
2566 8061 |
Project Manager |
Chan Ying Lun |
3418 3001 |
|
||
Site Agent |
Thomas Lui |
3557 6452 |
|
||
|
|
Environmental Officer |
Gabriel Wong |
35576466 |
|
Ramboll Environ 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 |
2.5.1.
During
this reporting period, the principal work activities for Contract no.
HK/2009/01 are summarized in Table 2.4.
Table
2.4 Principal Work Activities for Contract no.
HK/2009/01
June 2017 |
July 2017 |
August 2017 |
Nil |
Nil |
Nil |
2.5.2.
During
this reporting period, the principal work activities for Contract no.
HK/2009/02 are summarized in Table 2.5.
Table
2.5 Principal Work Activities for Contract no.
HK/2009/02
June 2017 |
July 2017 |
August 2017 |
Nil |
Nil |
Nil |
2.5.3.
Major construction activities for Contract no.
HY/2009/15 was commenced on 10 November 2010. During this reporting period, the
principal work activities for Contract no. HY/2009/15 are summarized as below:
Table
2.6 Principal Work Activities for Contract no. HY/2009/15
June 2017 |
July 2017 |
August 2017 |
·
Nil |
Nil |
Nil |
2.5.4.
Contract no. HY/2009/19 was commenced on 24 March
2011. During this reporting period, the principal work activities for Contract
no. HY/2009/19 are summarized as below:
Table
2.7 Principal Work Activities for Contract no. HY/2009/19
June 2017 |
July 2017 |
August 2017 |
Nil |
Nil |
Nil |
2.5.5.
Contract no. HK/2012/08 was commenced on March 2013.
During this reporting period, the principal work activities for Contract no. HK/2012/08
are summarized as below:
Table
2.8 Principal Work Activities for Contract no. HK/2012/08
June 2017 |
July 2017 |
August 2017 |
Construction of Box 1 unit |
Construction of Box 1 unit |
Construction of Box 1 unit |
2.5.6.
Contract no. HY/2010/08 was commenced on 21 March
2013. During this reporting period, the principal work activities for Contract
no. HY/2010/08 are summarized as below:
Table 2.9 Principal Work Activities for Contract no.
HY/2010/08
June 2017 |
July 2017 |
August 2017 |
Diversion pipe maintenance
Diaphragm Wall Removal Works
Removal of reclamation at TS3E and TS3W |
Diversion pipe maintenance
Diaphragm Wall Removal Works
Removal of reclamation at TS3E and TS3W |
Diversion pipe maintenance
Diaphragm Wall Removal Works
Removal of reclamation at TS3E and TS3W |
2.5.7.
Implementation
status of the recommended mitigation measures during this reporting period is
presented in Appendix 2.1.
Noise Monitoring Stations
3.1.1. The noise monitoring stations for the Project
are listed and shown in Table 3.1 and Figure 3.1. Appendix 3.1 shows the established Action/Limit
Levels for the monitoring works.
Table
3.1 Noise Monitoring Stations
Station |
Description |
M1a |
Footbridge at Ex-Harbour Road Sports Centre* |
M2b |
Noon Gun Area |
M3a |
Tung Lo Wan Fire
Station |
M4b |
Victoria Centre |
M5b |
City Garden |
M6 |
HK Baptist Church
Henrietta Secondary School |
Remarks*: With respect to
the demolition of Ex-harbour Road Sports Centre, the respective noise
monitoring station M1a- Harbour Road Sports Centre were finely adjusted on 16
and 25 May 2017 and thereafter to the Footbridge at Harbour Road Sports Centre
for noise monitoring.
Noise Monitoring
Parameters, Frequency and Duration
3.1.2. The construction noise level
shall be measured in terms of the A-weighted equivalent continuous sound pressure level (Leq).
Leq (30 minutes) shall be used as the monitoring parameter for the
time period
between 0700 and 1900 hours on normal weekdays. For all other time periods, Leq
(5 minutes) shall be employed for comparison with the Noise Control
Ordinance (NCO) criteria.
Supplementary information for data auditing, statistical results such as L10
and L90 shall also be obtained for reference.
3.1.3. Noise monitoring shall be
carried out at all the designated monitoring stations. The monitoring frequency
shall depend on the scale of the construction activities. The following is an
initial guide on the
regular monitoring frequency for each station on a weekly basis when noise
generating activities are underway:
·
one
set of measurements between 0700 and 1900 hours on normal weekdays.
3.1.4. 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.
3.1.5. Real time noise 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 everyday.
Monitoring Equipment
3.1.6. 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 agree to within 1.0 dB.
3.1.7. 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.
Air Quality Monitoring
Stations
3.2.1.
The
air monitoring stations for the Project are listed and shown in Table
3.2 and Figure 3.1. Appendix 3.1 shows the established Action/Limit Levels for the
monitoring works.
Table 3.2 Air Monitoring Stations
Station ID |
Monitoring
Location |
Description |
CMA1b |
Oil Street Site
Office** |
North Point |
CMA2a |
Causeway Bay Community
Centre |
Causeway Bay |
CMA3a |
CWB PRE Site Office * |
Causeway Bay |
CMA4a |
Society for the
Prevention of Cruelty to Animals |
Wan Chai |
CMA5b |
Pedestrian Plaza*** |
Wan Chai |
CMA6a |
WDII PRE Site Office * |
Wan Chai |
Remarks*: As per the ENPC
meeting in January 2011, the monitoring stations CMA3a - Future CWB site office
at Wanchai Waterfront Promenade and CMA6a - Future AECOM site office at Work
Area were renamed as remark.
Remarks**: The location ID of monitoring station
CMA1b was updated as “Oil Street Site Office” in April 2013.
Remarks***:
The station ID and monitoring location was updated in December 2014 with
respect to monitoring station relocation.
Air Monitoring Parameters,
Frequency and Duration
3.2.2.
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.
3.2.3.
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.
3.2.4.
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
3.2.5 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.
3.2.6 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
3.2.7 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.
3.2.8 An
alternative non-HOKLAS
accredited laboratory was set-up for carrying out the laboratory
analysis, the laboratory equipment was approved by the ER on 8
February 2011 and
the measurement procedures were witnessed by the IEC. Any measurement performed by
the laboratory was be demonstrated to the satisfaction of the ER and IEC. IEC shall regularly
audit to the measurement performed by the laboratory to ensure the accuracy of
measurement results.
3.2.9 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.
3.2.10 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.
3.2.11 All the
collected samples shall be kept in a good condition for 6 months before
disposal.
impact monitoring for
odour patrol
3.2.12 Odour patrols along the
shorelines of Causeway Bay Typhoon Shelter and ex-Wan Chai Public Cargo Working
Area when there is temporary reclamation in Causeway Bay Typhoon Shelter and/or in the ex-Wan Chai Public Cargo
Working Area, or when there is dredging of the odorous sediment and slime at
the south-western corner of the Causeway Bay Typhoon Shelter. Odour patrols
will be carried out at bi-weekly intervals during July, August and September by
a qualified person of the ET who shall:
·
be
at least 16 years of age;
·
be
free from any respiratory illnesses; and
·
not
be allowed to smoke, eat, drink (except water) or use chewing gum or sweets 30
min
·
before
and during odour patrol
3.2.13 Odour patrol shall be conducted by independent
trained personnel / competent persons patrolling and sniffing around the shore
as shown in Figure 3.1 to detect any odour at
the concerned hours (afternoon is preferred for higher daily temperature).
3.2.14 The qualified person will use the nose (olfactory
sensor) to sniff odours at different locations. The main odour emission sources
and the areas to be affected by the odour nuisance will be identified.
3.2.15 The perceived odour intensity is to be divided into
5 levels which are ranked in the descending order as follows:
·
0 -
Not detected. No odour perceived or an odour so weak that it cannot be easily
characterized or described;
·
1 -
Slight Identifiable odour, and slight chance to have odour nuisance;
·
2 -
Moderate Identifiable odour, and moderate chance to have odour nuisance;
·
3 -
Strong Identifiable, likely to have odour nuisance;
·
4 -
Extreme Severe odour, and unacceptable odour level.
3.2.16 The findings including odour intensity, odour
nature and possible odour sources, and also the local wind speed and direction
at each location will be recorded. In addition, some relevant meteorological
and tidal data such as daily average temperature, and daily average humidity,
on that surveyed day will be obtained from the Hong Kong Observatory Station
for reference. The Action and Limit levels for odour patrol are shown in Appendix 3.1.
3.3.1. The EIA Report has identified that the key water
quality impact would be associated with the dredging works during the
construction phase. Marine water quality
monitoring for dissolved oxygen (DO), suspended solid (SS) and turbidity is therefore
recommended to be carried out at selected WSD flushing water intakes. The impact monitoring should be carried out
during the proposed dredging works to ensure the compliance with the water
quality standards.
3.3.2. The
updated EM&A Manual for EP-356/2009 (Version in March 2011) is approval by
EPD on 29 April 2011. As such, the Action Level and Limit Level for the wet
season (April – September) will be effected and applied to the water quality
monitoring data from 30 April 2011.
Water Quality Monitoring Stations
3.3.3. Water quality monitoring was undertaken at WSD salt
water intakes and cooling water intakes along the seafront of the Victoria
Harbour. The proposed water quality
monitoring stations of the Project are shown in Table 3.3 and Figure 3.1. Appendix 3.1 shows the established
Action/Limit Levels for the monitoring works.
Table
3.3
Marine Water Quality Stations for Water
Quality Monitoring
Station Ref. |
Location |
Easting |
Northing |
WSD Salt Water Intake |
|||
WSD19 |
Sheung Wan |
833415.0 |
816771.0 |
Cooling Water Intake |
|||
C1 |
HKCEC Extension |
835885.6 |
816223.0 |
C7 |
Windsor House |
837193.7 |
816150.0 |
P1 |
HKCEC
Phase I |
835774.7 |
816179.4 |
P3 |
The Academy of performing Arts |
835824.6 |
816212.0 |
P4 |
Shui on Centre |
835865.6 |
816220.0 |
P5 |
Government
Buildings (Wanchai
Tower / Revenue Tower / Immigration Tower) |
835895.2 |
816215.2 |
Cooling Water Intake / WSD Salt Water Intake |
|||
RW21-P789 |
Great
Eagle Centre/ Sun Hung Kai Centre/ WSD Wanchai salt water intake |
836268.0 |
816020.0 |
Remarks: - The cessation of seawater intake
operation for C6 was confirmed on 17 May 2011, the water monitoring at C6 was
then terminated since 17 May 2011.
-
4-week post construction water quality
monitoring at WSD9, WSD10, WSD15, WSD17, C8 and C9 were completed on 6 Feb 2012
and the water quality monitoring at WSD 10 and WSD15 were temporary suspended
since 8 Feb 2012, and WSD9 and WSD17 was implemented with respect to HK/2009/02
from 8 Feb 2012 onwards.
-
C8 and C9 were
implemented with respect to HY/2009/19 from 28 Jan 2012.
-
C8 & C9 were
temporary suspended since 30 March 2013.
-
WSD7 and WSD20 water
quality monitoring were temporarily suspended from 27 Apr 2012.
-
C2, C3 C4e and C4w
water quality monitoring station was temporarily suspended since 24 Apr 2013
-
C5e and C5w water
quality monitoring station was temporarily suspended since 29 July 2013.
-
WSD21 water quality
monitoring station was temporarily suspended since 12 Mar 2014
-
WSD9 and WSD17 water
quality monitoring station was temporarily suspended since 8 Sep 2014 flood
tide.
-
The water quality monitoring station C1 shall
be associated with Contract No. HK/2009/02 upon commencement of marine works
under DP3 at WCR3 area
-
The water quality monitoring station RW21-P789
was adjusted to RW21-P789E and RW21-P789W since 28 November 2016 ebb-tide.
-
The water quality monitoring was reverted to
previous monitoring station RW21-P789 from PW21-P789E and RW21-P789W from 25
January 2017 onwards.
Water Quality Parameters
and frequency
3.3.4. 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.
3.3.5. 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.
3.3.6. 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 3.4 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
3.4 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
3.3.7. 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
3.3.8. 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).
3.3.9. 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
3.3.10 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
3.3.11 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
3.3.12 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
3.3.13 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
3.3.14 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
3.3.15 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
3.3.16 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.
3.3.17 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.
3.3.18 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
3.3.19 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.
Enhanced Water Quality
Monitoring in the ex-Wan Chai Public Cargo
Working Area and the
Causeway Bay Typhoon Shelter
3.3.20 The
enhanced water quality monitoring and audit programme is to avoid aggravation
of odour nuisance from seawater arising from temporary reclamation in the
ex-Wan Chai Public Cargo Working Area and the Causeway Bay Typhoon Shelter.
3.3.21 Dissolved
oxygen monitoring at the intakes C6 and C7 in Causeway Bay Typhoon Shelter when
there is temporary reclamation in Causeway Bay Typhoon Shelter and at the south-western
and south-eastern corners of the ex-Wan Chai Public Cargo Working Area. The
proposed water quality monitoring stations of the Project are shown in Table
3.5 and Figure 3.1.
Table 3.5 Marine
Water Quality Stations for Enhanced Water Quality Monitoring
Station |
Location |
C6 |
Excelsior Hotel |
C7 |
Windsor House |
Ex-WPCWA-SW |
South-western of the ex-Wan Chai
Public Cargo Working Area |
Ex-WPCWA-SE |
South-eastern of the ex-Wan Chai
Public Cargo Working Area |
Remarks:
1.
Enhanced DO monitoring at Windsor House Cooling
(Station Ref: C7) was temporarily suspended since 22 October 2014 with respect
to the formation of temporary reclamation zone TS3 and to be resumed upon
removal of the respective temporary reclamation zone.
2.
Enhanced DO monitoring at Monitoring station at
Ex-WPCWA SE was temporarily suspended from 31 August 2015 with respect to
seawall reinstatement works and formation of active works area. The Enhance DO
monitoring at Ex-WPCWA SE was resumed on 11 May 2016 due to completed section
of seawall reinstatement works are Ex-PCWA.
3.3.22 The
monitoring of dissolved oxygen are to be carried out 3 days per week, at
mid-flood and mid-ebb tides for 3 water depths (1m below water surface, mid-depth
and 1m above sea bed, except where the water depth less than 6m, the mid-depth
may be omitted. If the water depth be less than 3m, only the mid-depth will be
monitored).
Daily SS Monitoring and 24
hours Turbidity Monitoring System
3.3.23 During
dredging of the sediment at the south-western corner of the Causeway Bay
Typhoon Shelter, daily monitoring of suspended solids and 24 hour monitoring of
turbidity at the cooling water intakes (C6 and C7) shall be conducted.
3.3.24 The 24
hours monitoring of turbidty at the cooling water intakes (C6 and C7) shall be
established by setting up a continuous water quality monitoring station in
front of the intakes during the dredging activities. The monitoring system include the turbidity
sensor and data logger which is capable of data capturing at every 5 minutes.
The data shall be downloaded daily and compared with the Action and Limit level
determined during the baseline water qualtiy monitoring at the cooling water
intake locations.
Additional Dissovled
oxygen Monitoring FOR CULVERT L WATER DISCHARGE FLOW
3.3.25 In
response to the Condition 2.18 of the Environmental Permit no. EP-356/2009
requiring that a silt curtain / impermeable barrier system be installed to
channel water discharge flow from Culvert L to locations outside the embayment
area, a proposed replacement of the requirement with additional dissolved
oxygen monitoring has been conducted at three monitoring stations, namely A, B
and C between the eastern seawall of Central Reclamation Phase III and the
HKCEC Extension since November 2011 under EP-356/2009 so that DO level between
the eastern seawall of Central Reclamation Phase II and the HKCEC extension
could be continuously monitored.
3.3.26 With
respect to the commencement of dredging works under HK/2012/08 and the
installation of MTR precast protection unit, the enhanced water quality
monitoring for Culvert L was temporarily suspended since 24 July 2013
3.3.27 The
monitoring of dissolved oxygen are to be carried out once per week, at
mid-flood and mid-ebb tides for 3 water depths (1m below water surface,
mid-depth and 1m above sea bed, except where the water depth less than 6m, the
mid-depth may be omitted. If the water depth be equal to or less than 3m, only
the mid-depth will be monitored).
4.0.1. The environmental monitoring will be implemented
based on the division of works areas of each designed 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
3.1. The monitoring results are presented in according to the
Individual Contract(s).
4.0.2 According to
EP-364/2009/A Part B, “Scale and Scope of Designated Project”, Remarks (c),”The
permanent and temporary reclamation and associated dredging works related to
the CWB construction are separately covered by environmental permit No.
EP-356/2009 issued to Civil Engineering and Development Department”, and
marine piling works to be conducted by the Contractor of Contract no. HY/2009/19
from 28 January 2012 was considered to be governed under EP-356/2009. As the
construction site area of Contract no. HY/2009/11 had already been handed over
to Contract no. HY/2009/19, the designated noise, water and air quality
monitoring stations for Contract no. HY/2009/11 would be shared with Contract
no. HY/2009/19 from 28 January 2012.
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC and Contract no. HK/2009/02 - Wan
Chai Development Phase II – Central – Wan Chai Bypass at WanChai East
4.1.1.
The
proposed divisions of noise monitoring stations are summarized in Table
4.1 below.
Table 4.1 Noise Monitoring Station for Contract nos. HK/2009/01 and HK/2009/02
Station |
Description |
M1a |
Footbridge at Ex-Harbour Road Sports Centre |
4.1.2.
Five limit level exceedances were recorded at M1a – Footbridge for
Ex-Harbour Road Sports Centre on 31 May 2017 and 08, 13, 22 and 26 June 2017 in
June reporting month.
4.1.3.
No Construction works was conducted under Contract HK/2009/01 around the
monitoring station on 31 May 2017 and 08, 13, 22 and 26 June 2017, non WDII-CWB
Projects construction works were observed on 31 May 2017 and 08, 13, 22 and 26
June 2017 during the monitoring period as the major noise contribution. Hence,
the exceedances were considered as non-Project related.
4.1.4. Despite rebar fixing, and formwork
fixing works was conducted on 31 May 2017 and 13 and 26 June 2017 under
Contract HK/2009/02, and concreting works was conducted on 08 and 22 June 2017
under Contact HK/2009/02, non WDII-CWB Projects construction works was observed
on 31 May 2017 and 08, 13, 22 and 26 June 2017 during monitoring period and
observed as the major noise contribution. Hence, the exceedances were
considered as non-Project related.
4.1.5.
Four limit level exceedances were recorded at M1a – Footbridge for Ex-Harbour
Road Sports Centre on 07, 13, 20 and 26 July 2017 in July reporting month.
4.1.6.
After checking with Contractor of HK/2009/01, no construction works was
conducted under Contract HK/2009/01 around the monitoring station on 07, 13, 20
and 26 July 2017, non WDII-CWB Projects construction works were observed on 07
and 13 July 2017 during the monitoring period as the major noise contribution
while breaking works under Contract HK/2009/02 were observed during the
monitoring period on 20 and 26 July 2017 as the major noise contribution.
Hence, the exceedances were considered as non-Project related under Contract
HK/2009/01.
4.1.7.
After checking with Contractor of HK/2009/02, despite loading and
unloading conducted by crane was carried out under Contract HK/2009/02 on 07
July 2017 with breaking works conducted momentarily around the concerned
location during the time of measurement, the continuous sheet piling works next
to the monitoring station under non WDII-CWB Contractor was observed as the
major noise contribution during monitoring. In view of the momentary noise
emanated from breaking works was observed having no influential effect on the
noise level during the measurement, the exceedance was considered as
non-Project related.
4.1.8.
After checking with Contractor of HK/2009/02, despite concreting,
loading and unloading conducted by crane was carried out under Contract
HK/2009/02 on 13 July 2017, no major noise emanation was observed while
breaking works next to the monitoring station under non WDII-CWB Contractor was
observed as the major noise contribution during monitoring. In view of the
above, the exceedance was considered as non-Project related.
4.1.9.
After checking with Contractor of HK/2009/02, backfilling works,
breaking works and unloading of C&D material from barge to land were
conducted under Contract HK/2009/02 on 20 July 2017 around the monitoring
location during the time of measurement while bored pile works was observed
conducted around the monitoring location under non WDII-CWB Project at the time
of measurement. Despite the breaking works was considered as the major noise
contribution during the measurement hence the exceedance is considered as
Project related, the noise impact to the nearest NSR is further assessed
considering the boundary location of the monitoring station and no adverse
noise impact to the nearest NSR is identified. Nevertheless, in view of the
recorded boundary condition, the Contractor of HK/2009/02 is suggested to adopt
additional noise mitigation measures to avoid potential cumulative impact to
nearby stakeholders.
4.1.10.
After checking with Contractor of HK/2009/02, backfilling works,
breaking works and unloading of C&D material from barge to land were
conducted under Contract HK/2009/02 on 26 July 2017 around the monitoring
location during the time of measurement while bored pile works was observed
conducted around the monitoring location under non WDII-CWB Project at the time
of measurement. The breaking works under Contract HK/2009/02 was observed as
the major noise contribution during the measurement hence the exceedance is
considered as Project related and the adverse noise impact to the nearest NSR
was resulted. The Contractor of HK/2009/02 was requested to submit a remedial
action plan according to the Event and Action Plan. Remedial actions including
i) reduction in no. of breakers operating in parallel ii) operate breakers
intermittently and iii) covering of breaker head with acoustic material were
implemented by the Contractor on 03 August 2017.
4.1.11.
One limit level exceedances were recorded at M1a – Footbridge for
Ex-Harbour Road Sports Centre on 04 August 2017 in August reporting month.
4.1.12.
After checking with Contractor of HK/2009/01, no construction works was
conducted under Contract HK/2009/01 around the monitoring station on 04 August
2017, while breaking works under Contract HK/2009/02 was observed on 04 August
2017 during the monitoring period as the major noise contribution. Hence, the
exceedances were considered as non-Project related under Contract HK/2009/01.
4.1.13. After checking with Contractor of
HK/2009/02, backfilling work and breaking works were conducted under Contract
HK/2009/02 on 04 August 2017 around the monitoring location during the time of
measurement. Despite the breaking works was considered as the major noise
contribution during the measurement and the exceedance is considered as Project
related, the noise impact to the nearest NSR is further assessed considering
the boundary location of the monitoring station and no adverse noise impact to
the nearest NSR is identified. Nevertheless, in view of the recorded noise
level at the site boundary, the Contractor of HK/2009/02 is suggested to adopt
additional noise mitigation measures to avoid potential cumulative impact to
nearby stakeholders.
Contract no. HY/2009/15 - Central-Wanchai Bypass – Tunnel (Causeway Bay
Typhoon Shelter Section)
4.1.14. The noise monitoring for HY/2009/15 was
commenced on 10 November 2010. The
proposed division of noise monitoring stations are summarized in Table
4.2 below.
Table
4.2
Noise Monitoring Station for Contract nos. HY/2009/15
Station |
Description |
M2b |
Noon Gun Area |
M3a |
Tung Lo Wan Fire Station |
4.1.15.
No action
or limit level exceedance was recorded in this reporting quarter.
Contract no. HY/2009/19 – Central- Wan Chai Bypass
Tunnel (North Point Section) and Island Eastern Corridor Link
4.1.16.
Noise
quality monitoring at M4b and M5b have been implemented with respect to
HY/2009/19 since the marine bore piling work started on 28 Jan 2012.
4.1.17.
The
proposed division of noise monitoring stations for Contract no. HY/2009/19 are summarized
in Table
4.3 below:
Table 4.3
Noise Monitoring
Stations for Contract no. HY/2009/19
Station |
Description |
M4b |
Victoria Centre |
M5b |
City Garden |
M6 |
HK Baptist Church Henrietta Secondary School |
4.1.18.
School examination was scheduled to be taken place at Henrietta
Secondary School from 7 June 2017 to 9 June 2017, 12 June 2017 to 16 June 2017
and 19 June 2017 to 21 June 2017, the limit level of noise monitoring at
station M6 was adjusted to 65dB(A) during examination period accordingly.
4.1.19.
Three limit level exceedances were recorded at M6 – HK Baptist Church
Henrietta Secondary School on 08, 16 and 19 June 2017 in June reporting month.
4.1.20. Despite lifting works by crane and
falsework erection works were conducted on 08 and 19 June 2017 respectively, no
construction activity was conducted on 16 June 2017 and traffic noise was
observed as the major noise contribution on 08, 16 and 19 June 2017. Hence, the
exceedances were considered as non-Project related.
4.1.21.
One limit level exceedance was recorded at M6 – HK Baptist Church
Henrietta Secondary School on 18 July 2017 in July reporting month.
4.1.22.
Despite installation of launching girder was conducted under Contract
HY/2009/19 on 18 July 2017, nearby IEC traffic noise was observed as the major
noise contribution during monitoring period. Hence, the exceedances were
considered as non-Project related.
4.1.23. No action or limit level exceedance was
recorded in August reporting month.
Contract
no. HY/2010/08-Central-Wanchi Bypass Tunnel (Slip Road 8 Section)
4.1.24.
The proposed division of noise monitoring
stations are summarized in Table 4.4
below.
Table 4.4 Noise Monitoring Station for Contract no. HY/2010/08
Station |
Description |
M2b |
Noon Gun Area |
M3a |
Tung Lo Wan Fire Station |
4.1.25.
No action or limit level exceedance was recorded in the reporting
quarter.
4.1.26.
All Noise monitoring results measured in this
reporting period are reviewed and summarized. Details of noise monitoring
results and graphical presentation can be referred in Appendix 4.1.
4.2.1
1hr and 24hr TSP monitoring were conducted at CMA1b,
CMA2a, CMA3a, CMA4a, CMA5b and CMA6a in the reporting period.
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC
4.2.2
Air
monitoring was commenced on 1 April 2011 in response to the commencement of the
land-filling work for Contract no. HK/2009/01. The proposed division of air
monitoring stations are summarized in Table 4.5 below.
Table
4.5 Air Monitoring Stations for Contract no. HK/2009/01
Station |
Description |
CMA5b |
Pedestrian Plaza |
CMA6a |
WDII PRE Site Office * |
4.2.3
One limit level of 1hr TSP monitoring recorded at monitoring station
CMA5b on 3 June 2017 in June reporting month.
4.2.4 No construction works was undertaken
around the monitoring location on 3 June 2017 and no particular observation
regarding air quality impact observed during sampling. Nevertheless, non
WDII-CWB Project construction activities and traffic was observed opposite to
the monitoring station was observed on 3 June 2017. In addition, it was further
observed that garden and sweeping works conducted directly at the monitoring
station by Pedestrian Plaza management office could potentially contribute to
the elevated particulates level in the vicinity of the monitoring equipment. In
view of the above, the exceedance was considered to be non-project related and
potentially contributed by localized ambient condition and non-construction
activity around the monitoring station.
4.2.5 No action or limit level exceedance was
recorded in July reporting month.
4.2.6
One 1hr TSP limit level exceedance was recorded at CMA5b – Pedestrian
Plaza on 29 August 2017 in August reporting month.
4.2.7 After checking with the Contractor of
HK/2009/01, no construction works was undertaken around the monitoring location
on the monitoring date under Contractor of HK/2009/01 and no particular
observation regarding air quality impact was observed during sampling while
gardening and sweeping works conducted directly at the monitoring station by
Pedestrian Plaza management office could potentially contribute to the elevated
particulates level in the vicinity of the monitoring equipment. Hence, the
exceedance is considered as not related to the Project.
Contract no. HK/2009/02 - Wan Chai Development
Phase II – Central – Wan Chai Bypass at WanChai East
4.2.8
Air
monitoring was commenced in mid-January 2011 for the land-filling work for
Contract no. HK/2009/02. The proposed division of air monitoring stations is
summarized in Table 4.6 below.
Table
4.6 Air Monitoring Station
for Contract no. HK/2009/02
Station |
Description |
CMA4a |
Society for the Prevention of Cruelty to Animals |
4.2.9
No action or limit exceedance was recorded in
this reporting quarter.
Contract no. HY/2009/15 - Central-Wanchai Bypass – Tunnel (Causeway Bay
Typhoon Shelter Section)
4.2.10
Air
monitoring was commenced on 15 March 2011 for the land filling work for
Contract no. HY/2009/15. The proposed division of air monitoring
stations are summarized in Table 4.7 below.
Table 4.7
Air
Monitoring Station for Contract no. HY/2009/15
Station |
Description |
CMA3a |
CWB PRE Site Office |
4.2.11 No action
or limit exceedance was recorded in this reporting quarter.
Contract no. HY/2009/19 –Central- Wan Chai Bypass
Tunnel (North Point Section) and Island Eastern Corridor Link
4.2.12
Air monitoring at CMA1b and CMA2a have been
implemented with respect to HY/2009/19 since the marine bore piling works
started on 28 Jan 2012. No exceedance was recorded in the reporting
period.
4.2.13
The proposed division of air monitoring stations is
summarized in Table 4.8 below.
Table
4.8 Air
Monitoring Stations for Contract no. HY/2009/19
Station |
Description |
CMA1b |
Oil Street Site Office |
CMA2a |
Causeway Bay Community Centre |
4.2.14
One limit level of 1hr TSP monitoring recorded at monitoring station CMA1b
on 3 June 2017 in June reporting month.
4.2.15 No construction works was undertaken
around the monitoring location on 3 June 2017 and no particular observation
regarding air quality impact observed during sampling and dust mitigation
measure including haul road and dusty surface maintained in dampened condition
were generally implemented. In view of the above, the exceedance was considered
to be non-project related and potentially contributed by localized ambient
condition and other environmental factor.
4.2.16 No action or limit level exceedance
was recorded in July reporting month.
4.2.17 No action or limit level exceedance
was recorded in August reporting month.
Contract no. HK/2012/08- Wan Chai Development Phase
II – Central-Wan Chai Bypass at Wan Chai West
4.2.18
The proposed division of air monitoring stations are summarized in Table
4.9 below.
Table 4.9 Air Monitoring
Stations for Contract no. HK/2012/08
Station |
Description |
CMA5b |
Pedestrian Plaza |
4.2.19
One limit level of 1hr TSP monitoring recorded at monitoring station
CMA5b on 3 June 2017 in June reporting month.
4.2.20
Manhole installation was undertaken around the monitoring location on 3
June 2017 and no particular observation regarding air quality impact observed
during sampling. Nevertheless, non WDII-CWB Project construction activities and
traffic was observed opposite to the monitoring station was observed on 3 June
2017. In addition, it was further observed that garden and sweeping works
conducted directly at the monitoring station by Pedestrian Plaza management
office could potentially contribute to the elevated particulates level in the
vicinity of the monitoring equipment. In view of the above, the exceedance was
considered to be non-project related and potentially contributed by localized
ambient condition and non-construction activity around the monitoring station.
4.2.21 No action or limit level exceedance was
recorded in July reporting month.
4.2.22
One 1hr TSP limit level exceedance was recorded at CMA5b – Pedestrian
Plaza on 29 August 2017 in August reporting month.
4.2.23 After checking with the Contractor of
HK/2012/08, no construction works was undertaken around the monitoring location
on the monitoring date under Contractor of HK/2012/08 and no particular
observation regarding air quality impact was observed during sampling while
gardening and sweeping works conducted directly at the monitoring station by
Pedestrian Plaza management office could potentially contribute to the elevated
particulates level in the vicinity of the monitoring equipment. Hence, the
exceedance is considered as not related to the Project.
Contract no. HY/2010/08- Central-Wanchai Bypass
Tunnel (Slip Road 8 Section)
4.2.24
The proposed division of air monitoring stations are summarized in Table
4.10 below.
Table 4.10 Air Monitoring
Stations for Contract no. HY/2010/08
Station |
Description |
CMA3a |
CWB PRE Site Office |
4.2.25 No action or limit level
exceedance was recorded in this reporting quarter.
4.2.26 The odour patrol along the odour route
with 5 sniffing locations was conducted by a qualified odour patrol member on 4
July 2017 and 19 July 2017 at the concerned hours (afternoon for higher daily
temperature). No action and limit level was recorded during July reporting
month.
4.2.27 The odour patrol along the odour route
with 5 sniffing locations was conducted by a qualified odour patrol member on 01,
16, 30 August 2017 at the concerned hours (afternoon for higher daily
temperature). No action and limit level was recorded during August reporting
month.
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC
4.3.1
Water quality monitoring for Contract no. HK/2009/01 was
commenced on 23 July 2010. The proposed division of water monitoring stations
is summarized in Table 4.11 below.
Table 4.11 Water Monitoring Stations for Contract no. HK/2009/01
Station
Ref. |
Location |
Easting |
Northing |
Cooling Water Intake |
|||
C1 |
HKCEC
Extension |
835885.6 |
816223.0 |
4.3.2
No
action or limit level was recorded in this reporting quarter.
Contract no. HK/2009/02 - Wan Chai Development Wan
Chai Development Phase II – Central – Wan Chai Bypass at WanChai East
4.3.3
Water
quality monitoring for Contract no. HK/2009/02 was commenced on 8 July 2010.
The proposed division of water monitoring stations is summarized in Table
4.12 below.
Table 4.12 Water Monitoring Stations for Contract no. HK/2009/02
Station
Ref. |
Location |
Easting |
Northing |
||
Cooling Water Intake |
|||||
C1 |
HKCEC
Extension |
835885.6 |
816223.0 |
||
Cooling Water Intake |
|||||
RW21-P789 |
Great Eagle Centre/ Sun Hung Kai Centre/WSD Wanchai salt
water intake / China Resources Building |
836268.0 |
816020.0 |
||
4.3.4
No action or limit level was recorded in June reporting month.
4.3.5
No action or limit level was recorded in July reporting month.
4.3.6
There was one limit level of turbidity exceedance recorded at RW21-P789 on
21 August 2017 in August reporting month.
4.3.7
After checking with the contractor, no marine construction activity was
conducted on the monitoring date, and the installed silt screen was observed
generally in order. In view of the above, the exceedance was considered not
project related.
Contract
no. HK/2012/08 - Wan Chai Development Phase II – Central- Wan Chai Bypass at Wan
Chai West
4.3.8
Water
monitoring for Contract no. HK/2012/08 was commenced on 5 March 2013. The
proposed division of water monitoring stations are summarized in Table 4.13
below.
Table 4.13
Water Monitoring Stations for Contract
no. HK/2012/08
Station
Ref. |
Location |
Easting |
Northing |
|
WSD Salt Water Intake |
||||
WSD19 |
Sheung Wan |
833415.0 |
816771.0 |
|
Cooling Water Intake |
||||
P1 |
HKCEC Phase I |
835774.7 |
816179.4 |
|
P3 |
The Academy of
performing Arts |
835824.6 |
816212.0 |
|
P4 |
Shui on Centre |
835865.6 |
816220.0 |
|
P5 |
Government Buildings (Wanchai Tower /
Revenue Tower / Immigration Tower) |
835895.2 |
816215.2 |
|
4.3.9 No action or limit level exceedance was
recorded in June reporting month.
4.3.10 No action or limit level exceedance was
recorded in July reporting month.
4.3.11
There was one action level of turbidity exceedance recorded at WSD19 on
25 August 2017 in August reporting month.
4.3.12
After checking with the contractor, no marine construction activity was
conducted on the monitoring date. In view of no marine construction activity,
the exceedance was considered not project related.
4.3.13
There was one limit level of turbidity exceedance recorded at P1 on 25
August 2017 in August reporting month.
4.3.14
After checking with the contractor, no marine construction activity was
conducted on the monitoring date. In view of no marine construction activity,
the exceedance was considered not project related.
4.3.15
There was one limit level of turbidity exceedance recorded at P3 on 25
August 2017 in August reporting month.
4.3.16
After checking with the contractor, no marine construction activity was
conducted on the monitoring date. In view of no marine construction activity,
the exceedance was considered not project related.
4.3.17
There was one action level of turbidity exceedance recorded at P5 on 25
August 2017 in August reporting month.
4.3.18 After checking with the contractor no
marine construction activity was conducted on the monitoring date. In view of
no marine construction activity, the exceedance was considered not project
related.
Contract no.
HY/2009/15 - Central-Wanchai Bypass – Tunnel (Causeway Bay Typhoon Shelter
Section)
4.3.19
Due to the commencement of the
maintenance dredging on 10 November 2010, water quality monitoring for Contract
no. HY/2009/15 was commenced on 9 November 2010. The proposed division of water
monitoring stations is
summarized in Table 4.14 and Table 4.15 below.
Table 4.14 Water Monitoring Stations for Contract no.
HY/2009/15
Station
Ref. |
Location |
Easting |
Northing |
Cooling Water Intake |
|||
C7 |
Windsor
House |
837193.7 |
816150.0 |
-
The cessation of seawater intake operation for
C6 was confirmed on 17 May 2011, the water quality monitoring at C6 was then
terminated since 17 May 2011.
-
Water quality monitoring station C7
shall be associated with Contract HY/2010/08, upon confirmation of marine construction
works completion under Contract HY/2009/15 at CBTS area and Ex-PCWA area since
19 June 2017.
Table 4.15
Enhance Dissolved Oxygen Monitoring Stations for Contract no. HY/2009/15
Station
Ref. |
Location |
C6 |
Excelsior
Hotel |
Remarks:
1.
Enhanced DO monitoring at Windsor House Cooling
(Station Ref: C7) was temporarily suspended since 22 October 2014 with respect
to the formation of temporary reclamation zone TS3 and to be resumed upon
removal of the respective temporary reclamation zone.
2.
Enhance DO monitoring station C6
shall be associated with Contract HY/2010/08, upon confirmation of marine
construction works completion under Contract HY/2009/15 at CBTS area and
Ex-PCWA area since 19 June 2017.
4.3.20 No action or limit level exceedance was
recorded in June reporting month.
Contract no. HY/2010/08- Central-Wanchai Bypass
Tunnel (Slip Road 8 Section)
4.3.21 The proposed division of water
quality monitoring stations are summarized in Table 4.16 and Table
4.17 below:
Table 4.16 Water quality monitoring Stations for Contract no.
HY/2010/08
Station
Ref. |
Location |
Easting |
Northing |
Cooling Water Intake |
|||
C7 |
Windsor
House |
837193.7 |
816150.0 |
Table 4.17
Enhance Dissolved Oxygen Monitoring Stations for Contract no. HY/2010/08
Station
Ref. |
Location |
C6 |
Excelsior
Hotel |
Remarks:
Enhanced DO
monitoring at Windsor House Cooling (Station Ref: C7) was temporarily suspended
since 22 October 2014 with respect to the formation of temporary reclamation
zone TS3 and to be resumed upon removal of the respective temporary reclamation
zone.
4.4.87.
There was 2 limit level of turbidity exceedances and 1 action level of
suspended solid exceedance recorded at monitoring station C7 on 21 June 2017 in
June reporting month.
4.4.88.
Removal of seawall block opposite to the monitoring location was
conducted during the monitoring period on 21 June 2017 and turbid dispersion
was observed generated from the works area and affecting the water quality at
the concerned Windsor House cooling water intake during monitoring sampling.
4.4.89.
As such, it was considered that turbidity and suspended solid
exceedances were related to Project works and the Contractor was immediately
advised to take immediate action to rectify the defects observed and conduct an
remediation plan on checking the water holding tank and silt screen installed
at the concerned monitoring location to ensure the water quality of the
concerned location would not be adversely affected.
4.4.90.
Rectification measures including reinstatement of deployed impermeable
barriers and silt curtain, conducting cleaning and inspection of silt screen
and silt curtain at the concerned water intake location at implement water
flushing at the concerned water intake storage tank were observed implemented
by 23 June 2017. Additional monitoring in accordance with the Event and Action
Plan was conducted on 22 June 2017 and limit level exceedance of water
turbidity was recorded. No further turbidity exceedance was recorded on the
subsequent monitoring conducted on 23 June 2017, and no further suspended solid
exceedance was recorded on the subsequent monitoring on 23 June 2017.
4.4.91.
There was 1 limit level of turbidity exceedance recorded at monitoring
station C7 on 23 June 2017 in June reporting month.
4.4.92.
After checking with the Contractor, despite D-wall excavation at TS3E
was conducted on the monitoring date, Contractor mitigation measures such as
deployment of impermeable barriers and silt curtain was generally in order, and
the installed silt screen at the concerned water intake location was generally
in order. No particular observation regarding water quality impact was observed
during monitoring sampling period. In view of the above, it is considered that
there was no information to suggest the exceedance was related to Project
works.
4.4.93.
There was 1 limit level of turbidity exceedance and 1 action level of
suspended solid recorded at monitoring station C7 on 26 June 2017 in June
reporting month.
4.4.94.
Underwater excavation at TS3E was conducted during the monitoring period
on 26 June 2017. Owing to the malfunctioning of seawater pump on 26 June 2017
flood tide, fresh water was directly supplied to the storage holding tank for
water supply to Windsor House Intake. Subsequently, during the sampling event
on 26 June 2017 during ebb tide, turbidity
and suspended solid exceedances were recorded at the water holding tank
and hence it was considered potential contamination within water holding tank
with direct freshwater supply by Project works site and affecting the water quality
at the concerned Windsor House cooling water intake.
4.4.95.
As such, it was considered that the turbidity and suspended solid
exceedances were related to Project works and the Contractor was immediately
advised to take immediate action to rectify the water quality concerned
observed and prepare the remediation plan according to the Event and Action
Plan to address the water quality concern. Remedial measures including
reflushing the concerned water intake location were implemented on 27 June
2017. Additional monitoring in accordance with the Event and Action Plan was
conducted on 27 June 2017 and no further turbidity exceedance was recorded. No
further suspended solid exceedance was recorded on the subsequent monitoring on
28 June 2017.
4.3.22 No action or limit level exceedance was
recorded in July reporting month.
4.3.23
There was one action level of suspended solid exceedance recorded at C7
on 19 August 2017 in August reporting month.
4.3.24
Despite cutting of D-wall was conducted on the monitoring date, no
particular observation regarding water quality impact was observed during
sampling period and the installed silt screen was in place. In view of the
above, it was considered the exceedance was not project related.
4.3.25
There was one limit level of turbidity exceedance recorded at C7 on 21
August 2017 in August reporting month.
4.3.26 Despite cutting of D-wall was conducted
on the monitoring date, no particular observation regarding water quality
impact was observed during sampling period and the installed silt screen was in
place. In view of the above, it was considered the exceedance was not project
related.
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC
4.4.1 No Inert C&D waste and
non-inert C&D waste was
disposed of for the site works in this reporting period. Details of the waste
flow table are summarized in Table 4.18.
Table 4.18 Details of Waste Disposal for Contract no. HK/2009/01
Waste Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
NIL |
62116.405 |
TKO137, TM38 |
Inert C&D materials recycled, m3 |
NIL |
5856.5 |
N/A |
Non-inert C&D materials disposed, m3 |
NIL |
1673.69 |
SENT Landfill |
Non-inert C&D materials recycled, kg |
NIL |
203993 |
N/A |
Chemical waste disposed, kg |
NIL |
10250 |
N/A |
Marine Sediment (Type 1 – Open Sea Disposal)
, m3 |
NIL (Bulk Volume) |
97428.2 (Bulk Volume) |
South of Cheung Chau |
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal) , m3 |
NIL (Bulk Volume) |
52250 (Bulk Volume) |
East of Cha Chau |
Dredged Sediment Requiring Type 3 – Special Treatment / Disposal contained in
Geosynthetic Containers |
NIL (Bulk Volume) |
6773 (Bulk Volume) |
East of Cha Chau |
4.4.2 There were no Marine Sediment (Type 1 –
Open Sea Disposal) and no Marine Sediment
(Type 1- Open Sea Disposal (Dedicate Sites) & Type 2- Confined Marine
Disposal) disposed of in this reporting quarter.
Contract no. HK/2009/02 - Wan Chai Development
Phase II – Central – Wan Chai Bypass at WanChai East
4.4.3 No Inert and non-inert C&D waste were disposed of for the
site works in this reporting period. Details of the waste flow table are
summarized in Table 4.19.
Table 4.19 Details of Waste Disposal for Contract no. HK/2009/02
Waste Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
NIL |
276075.1 |
TKO137/ TM 38 |
Inert C&D materials recycled, m3 |
NIL |
18161 |
N/A |
Non-inert C&D materials disposed, m3 |
NIL |
1515.103 |
SENT Landfill |
Non-inert C&D materials recycled, m3 |
N/A |
N/A |
N/A |
Chemical waste disposed, kg |
NIL |
13860 |
SENT Landfill |
Marine Sediment (Type 1 – Open Sea
Disposal), m3 |
NIL |
240222 (Bulk volume) |
South of Cheung Chau |
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal), m3 * |
NIL |
146445 (Bulk volume) |
East of Sha Chau |
4.4.4 There was no Marine Sediment (Type 1 –
Open Sea Disposal) and no Marine
Sediment (Type 1- Open Sea Disposal (Dedicate Sites) & Type 2- Confined
Marine Disposal) disposed of in this reporting quarter.
Contract no. HY/2009/15 -
Central-Wanchai Bypass – Tunnel (Causeway Bay Typhoon Shelter Section)
4.4.5 There was no Inert C&D waste disposed in this
reporting period and no non-inert C&D waste was disposed in this reporting
period. Details of the waste flow table are summarized in Table 4.20.
Table 4.20 Details of Waste Disposal for Contract no. HY/2009/15
Waste Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Remarks |
Inert C&D materials disposed, m3 |
NIL |
141579.2 |
Tuen Mun Area 38 |
NIL |
NIL |
65216 |
TKO137 FB |
NIL |
|
Inert C&D materials recycled, m3 |
NIL |
8127.21 |
HY/2010/08 |
NIL |
NIL |
304 |
Ex-PCWA |
NIL |
|
NIL |
111.9 |
TS4 |
NIL |
|
Non-inert C&D materials disposed, m3 |
NIL |
252.2 |
SENT Landfill |
NIL |
Non-inert C&D materials recycled, kg |
NIL |
299361.5 |
N/A |
NIL |
Chemical waste disposed, kg |
NIL |
8,200 |
N/A |
NIL |
Marine Sediment (Type 1 – Open Sea Disposal)
, m3 |
NIL |
156909 (Bulk Volume) |
South of Cheung Chau |
Dredging from TCBR1E /
TCBR1W / TCBR2/ TCBR3 / TCBR4 / Maintenance dredging |
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal) , m3 |
NIL |
327746 (Bulk Volume) |
East of Sha Chau |
Dredging from TCBR1E /
TCBR1W / TCBR2/ TCBR3 / TCBR4 / Maintenance dredging |
Marine Sediment (Type 3 – Special Treatment
/ Disposal contained in Geosynthetic Containers) |
NIL |
12640 (Bulk Volume) |
East of Sha Chau |
Dredging from TCBR1W /
Maintenance dredging |
Marine Sediment (Type 2 – Confined Marine
Disposal), m3 |
NIL (Bulk Volume) |
9350 (Bulk Volume) |
East of Sha Chau |
Dredging from Eastern
Breakwater of CBTS |
Marine Sediment (Type 1 – Open Sea Disposal)
, m3 |
NIL (Bulk Volume) |
600 (Bulk Volume) |
East Sha Chau / South
of The Brothers |
Dredging from Phase 3
Mooring Re-arrangement |
Marine Sediment (Type 2– Confined Marine Disposal)
, m3 |
NIL (Bulk Volume) |
14,780 (Bulk Volume) |
South of The Brothers |
Dredging from Phase 3
Mooring Re-arrangement |
Marine Sediment (Type 3
– Special Treatment / Disposal contained in Geosynehetic Containers)
, m3 |
NIL (Bulk Volume) |
2,760 (Bulk Volume) |
South of The Brothers |
Dredging from Phase 3
Mooring Re-arrangement |
4.4.6 There were no marine sediments Type1- Open Sea
Disposal and no Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 –
Confined Marine Disposal in this reporting quarter.
Contract
no. HY/2009/19 – Central- WanChai Bypass Tunnel (North Point Section) and
Island Eastern Corridor Link
4.4.7 No Inert and non-inert C&D waste were disposed
of in this reporting quarter. Details of the waste flow table are summarized in
Table 4.21.
Table
4.21 Details of Waste Disposal for Contract no. HY/2009/19
Waste Type |
Quantity this quarter |
Cumulative
Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
NIL |
355921.04 |
TM38 |
Inert C&D materials
recycled, m3 |
NIL |
59367 |
N/A |
Non-inert C&D materials disposed, m3 |
NIL |
1068.6 |
N/A |
Non-inert C&D materials recycled, kg |
NIL |
333.14 |
N/A |
Chemical waste disposed, L |
NIL |
2.12 |
N/A |
Marine Sediment (Type 1 – Open Sea Disposal), m3 |
NIL |
162 |
South Cheung Chau |
Marine Sediment (Type 2 – Confined Marine Disposal) , m3 |
NIL |
681 |
East Sha Chau |
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) &
Type 2 – Confined Marine Disposal) , m3 |
NIL |
4976.00 |
N/A |
4.4.8 There were no marine sediments Type1- Open Sea
Disposal and no Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 –
Confined Marine Disposal in this reporting quarter.
Contract
no. HK/2012/08 –Wan Chai Development Phase II – Central- Wan Chai Bypass at Wan
Chai West
4.4.9 No Inert and non-inert C&D waste were disposed
of in this reporting quarter. Details of the waste flow table are summarized in
Table 4.22.
Table
4.22 Details of Waste Disposal for Contract no. HK/2012/08
Waste Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
NIL |
4131 |
TM38 |
Inert C&D materials recycled, m3 |
NIL |
273 |
TKO 137 |
Non-inert C&D materials disposed, m3 * |
NIL |
315 |
N/A |
Non-inert C&D materials recycled, kg |
NIL |
NIL |
N/A |
Chemical waste disposed, L |
NIL |
NIL |
N/A |
Marine Sediment (Type 1 – Open Sea Disposal),
m3 * |
NIL (Bulk volume) |
31759 (Bulk volume) |
South of Cheung Chau |
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) &
Type 2 – Confined Marine Disposal) , m3 * |
NIL (Bulk volume) |
108542 (Bulk volume) |
South of The Brothers (from 27 Aug 2013 onwards) |
*Remarks: The details of waste disposal is recorded in calendar month
period.
4.4.10 No Marine Sediment (Type 1 – Open Sea Disposal) disposed
in this reporting quarter. No marine sediment Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal generated disposed in
this reporting quarter.
Contract
no. HY/2010/08 –Central - Wan Chai Bypass (CWB) –Tunnel (Slip Road 8)
4.4.11 Inert C&D waste was disposed in this
reporting month, while no non-inert C&D waste disposed in this reporting period. Details of the waste flow table are summarized in Table
4.23
Table 4.23 Details of Waste Disposal for Contract no. HY/2010/08
Waste Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
44389.328 NIL |
88795.93 19739.4 |
TM38 TKO137 |
Inert C&D materials recycled, m3 |
NIL |
NIL |
N/A |
Non-inert C&D materials disposed, m3 |
NIL |
NIL |
N/A |
Non-inert C&D materials recycled, kg |
NIL |
NIL |
N/A |
Chemical waste disposed, L |
NIL |
NIL |
N/A |
Marine Sediment (Type 1 – Open Sea Disposal) |
NIL |
62559.4 |
South Cheung Chau |
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type
2 – Confined Marine disposal) |
NIL |
28309.2 |
Brothers Island |
Marine Sediment (Type 3 – Special Treatment) |
NIL |
7780 |
Brothers Island |
4.4.12 There was no Marine Sediment (Type 1 – Open Sea
Disposal), Marine Sediment (Type 3 – Special Treatment) and marine sediment Type
1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal disposed
in this reporting quarter.
5.0.1. The Event Action Plan for construction noise, air
quality and water quality are presented in Appendix 5.1.
5.1.1 Five limit level
exceedances were recorded at M1a – Footbridge for Ex-Harbor Road Sports Centre
on 31 May 2017 and 08, 13, 22 and 26 June 2017 in June reporting month. The
exceedances were concluded as non-Project related.
5.1.2 Three limit level
exceedances were recorded at M6 - HK Baptist Church Henrietta Secondary School
on 08, 16 and 19 June 2017 in June reporting month. The exceedances were
concluded as non-Project related.
5.1.3 Four limit level
exceedances were recorded at M1a – Footbridge for Ex-Harbour Road Sports Centre
on 07, 13, 20 and 26 July 2017 in July reporting month. The exceedances
recorded on 07 and 13 July 2017 were concluded as non-Project related while the
exceedances recorded on 20 and 26 July 2017 were concluded as Project related
under Contract No.HK/2009/02.
5.1.4 One limit level
exceedance was recorded at M6 - HK Baptist Church Henrietta Secondary School on
18 July 2017 in July reporting month. The exceedance was concluded as
non-Project related.
5.1.5 One limit level
exceedances were recorded at M1a – Footbridge for Ex-Harbour Road Sports Centre
on 04 August 2017 in August reporting month. The exceedances recorded was
concluded as Project related under Contract No.HK/2009/02.
5.1.6 Noise monitoring results measured in this reporting
period are reviewed and summarized.
Details of graphical presentation can be referred in Appendix 4.1.
5.2.1 One limit level exceedance was recorded at CMA1b – Oil Street Site
Office was recorded on 03 June 2017 in June reporting month. The exceedance was
concluded as non-Project related.
5.2.2 One limit level exceedance was recorded at CMA5b – Pedestrian Plaza
was recorded on 03 June 2017 in June reporting month. The exceedance was
concluded as non-Project related.
5.2.3 No action or limit level exceedance was recorded in July reporting
month.
5.2.4 One limit level exceedance of 1hr TSP monitoring was recorded at
CMA5b – Pedestrian Plaza on 29 August 2017 in August reporting month. The
exceedances recorded was concluded as non-Project related.
5.2.5 The odour patrol along the odour route with 5 sniffing locations
was conducted by a qualified odour patrol member on 4 July 2017 and 19 July 2017
at the concerned hours (afternoon for higher daily temperature). No action and
limit level was recorded during July reporting month.
5.2.6 The odour patrol along the odour route with 5 sniffing locations
was conducted by a qualified odour patrol member on 1, 16 and 30 August 2017 at
the concerned hours (afternoon for higher daily temperature). No action and
limit level was recorded during August reporting month.
5.3.1 There were four limit level of turbidity
exceedances and two action level of suspended solid exceedance were recorded in
June reporting month.
5.3.2 Investigation found that 1 limit level
of turbidity exceedance recorded at monitoring station C7 on 23 June 2017 was
not related to Project works.
5.3.3 Investigation found that 3 limit level
of turbidity exceedances and 2 action level of suspended solid exceedances
recorded at monitoring station C7 on 21 and 26 June 2017 were concluded as
related to Project works.
5.3.4 No action or limit level exceedance was
recorded in July reporting month.
5.3.5 There were 2 action level and 4 limit
level of turbidity exceedances and 1 action level of suspended solid exceedance
were recorded in August reporting month.
5.3.6 Investigation found that the turbidity
and suspended solid exceedances recorded in August reporting month were not
related to Project works.
5.3.7 There was no action and limit level
exceedance recorded for enhanced dissolved oxygen monitoring in this reporting
quarter.
5.5.1. There was no non-compliance from the site audits in
the reporting period. During environmental site inspections conducted during
the reporting period, minor deficiencies were noted.
Reporting
month of June 2017
5.5.1
There was 2 limit level of turbidity exceedances and 1 action level of
suspended solid exceedance recorded at monitoring station C7 on 21 June 2017. Removal
of seawall block opposite to the monitoring location was conducted during the
monitoring period on 21 June 2017 and turbid dispersion was observed generated
from the works area and affecting the water quality at the concerned Windsor
House cooling water intake during monitoring sampling. As such, it was
considered that turbidity and suspended solid exceedances were related to
Project works.
5.5.2
There was 1 limit level of turbidity exceedance and 1 action level of
suspended solid recorded at monitoring station C7 on 26 June 2017. Underwater
excavation at TS3E was conducted during the monitoring period on 26 June 2017.
Owing to the malfunctioning of seawater pump on 26 June 2017 flood tide, fresh
water was directly supplied to the storage holding tank for water supply to
Windsor House Intake. Subsequently, during the sampling event on 26 June 2017
during ebb tide, turbidity and suspended solid exceedances were recorded at the
water holding tank and hence it was considered potential contamination within
water holding tank with direct freshwater supply by Project works site and
affecting the water quality at the concerned Windsor House cooling water
intake. As such, it was considered that the turbidity and suspended solid exceedances
were related to Project works.
Reporting month of July 2017
5.5.3
A project related noise exceedance was recorded from the breaking works
under Contract HK/2009/02 on 20 July 2017. The breaking works was observed as
the major noise contribution during the measurement hence the exceedance is
considered as Project related while no adverse noise impact to the nearest NSR
was resulted based on the assessment on the monitoring location and nearest
NSR.
5.5.4
A project related noise exceedance was recorded from the breaking works
under Contract HK/2009/02 on 26 July 2017. The breaking works was observed as
the major noise contribution during the measurement hence the exceedance is
considered as Project related and adverse noise impact to the nearest NSR was
resulted. The Contractor of HK/2009/02 was requested to submit a remedial
action plan according to the Event and Action Plan.
Reporting month of August 2017
5.5.5
A project related noise exceedance was recorded from the breaking works
under Contract HK/2009/02 on 04 August 2017. The breaking works was observed as
the major noise contribution during the measurement hence the exceedance is
considered as Project related while no adverse noise impact to the nearest NSR was
resulted based on the assessment on the monitoring location and nearest NSR.
5.5.6
No summon or prosecution was received in this reporting quarter.
5.5.7
An inspection report (under WPCO) regarding suspected non-compliance of
construction site discharge and acknowledgement of Receipt of a Legal Sample
were issued by the EPD to the Contractor of HY/2009/19 after inspection
conducted by the EPD on 29 June 2017 at Watson Road.
5.5.8
An inspection report (under APCO) regarding improper dust suppression
measures during excavation was issued by the EPD to the Contractor of
HK/2009/02 after inspection conducted by the EPD on 24 August 2017.
Reporting
month of June 2017
5.6.1
Immediate report in-situ measurement has confirmed the exceedance
recorded at C7 on 21 June 2017. The Contractor was immediately advised to take
immediate action to rectify the defects observed and conduct a remediation plan
on checking the water holding tank and silt screen installed at the concerned
monitoring location to ensure the water quality of the concerned location would
not be adversely affected. Rectification measures including reinstatement of
deployed impermeable barriers and silt curtain, conducting cleaning and
inspection of silt screen and silt curtain at the concerned water intake
location at implement water flushing at the concerned water intake storage tank
were observed implemented by 23 June 2017. Additional monitoring in accordance
with the Event and Action Plan was conducted on 22 June 2017 and limit level
exceedance of water turbidity was recorded. No further turbidity exceedance was
recorded on the subsequent monitoring conducted on 23 June 2017, and no further
suspended solid exceedance was recorded on the subsequent monitoring on 23 June
2017.
5.6.2
Immediate report in-situ measurement has confirmed the exceedance
recorded at C7 on 26 June 2017. The Contractor was immediately advised to take
immediate action to rectify the water quality concerned observed and prepare a
remediation plan according to the Event and Action Plan to address the water
quality concern. Remedial measures including reflushing the concerned water
intake location were implemented on 27 June 2017. Additional monitoring in
accordance with the Event and Action Plan was conducted on 27 June 2017 and no
further turbidity exceedance was recorded. No further suspended solid
exceedance was recorded on the subsequent monitoring on 28 June 2017.
Reporting
month of July 2017
5.6.3
Immediate repeat noise measurement has confirmed the exceedance recorded
at M1a on 20 and 26 July 2017.
5.6.4
Further project related noise exceedance recorded on 20 July 2017 from
the breaking works under Contract HK/2009/02, despite no adverse impact was
assessed from the noise assessment at the nearest NSR, the Contractor of
HK/2009/02 was recommended to implement noise mitigation measures to avoid
potential nuisance to nearby stakeholder.
5.6.5
Further to the project related noise exceedance recorded on 26 July 2017
under Contract HK/2009/02, remedial actions including i) reduction in no. of
breakers operating in parallel ii) operate breakers intermittently and iii)
covering of breaker head with acoustic material were implemented by the
Contractor on 03 August 2017. Additional noise monitoring was conducted 03
August 2017 and it was concluded that there are no further adverse impact to
the nearest NSR upon implementation of remedial actions.
Reporting month of August 2017
5.6.6
Further to the project related noise exceedance recorded on 04 August
2017 from the breaking works under Contract HK/2009/02, despite no adverse
impact was assessed from the noise assessment at the nearest NSR, the
Contractor of HK/2009/02 was recommended to implement noise mitigation measures
to avoid potential nuisance to nearby stakeholder.
5.6.7
The RSS and Environmental Team shall keep in view the construction site
discharge under Contract HY/2009/19 and conduct regular checking for the
concerned construction site discharge and notify the Contractor for necessary
follow up, if required.
5.6.8
The RSS and Environmental Team shall keep in view the construction site
dust mitigation measure under Contract HK/2009/02 and notify the Contractor for
necessary follow up, if required.
6.0.1. No environmental complaint was received
in this reporting quarter.
6.0.2.
The details of cumulative complaint
log and summary of complaints are presented in Appendix
6.1.
6.0.3. Cumulative statistic on complaints and successful
prosecutions are summarized in Table 6.1 and Table 6.2 respectively.
Table 6.1 Cumulative Statistics on Complaints
Reporting Period |
No. of Complaints |
Commencement works
(Mar 2010) to last reporting quarter |
47 |
June 2017 – August 2017 |
0 |
Project-to-Date |
47 |
Table 6.2 Cumulative Statistics on Successful
Prosecutions
Environmental Parameters |
Cumulative No. Brought Forward |
No. of Successful Prosecutions this quarter (Offence Date) |
Cumulative No. Project-to-Date |
Air |
- |
0 |
0 |
Noise |
- |
0 |
0 |
Water |
- |
0 |
0 |
Waste |
- |
0 |
0 |
Total |
- |
0 |
0 |
7.0.1. According
to Condition 3.4 of the EP-356/2009, this section addresses the relevant
cumulative construction impact due to the concurrent activities of the current
projects including the Central Reclamation Phase III, Central-Wanchai Bypass
and Island Eastern Corridor Link projects.
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 and no Project-related exceedance
was recorded for air and noise monitoring.
It can be concluded that cumulative construction impact due to the
concurrent activities of the current projects with the Central Reclamation
Phase III (CRIII) was insignificant.
7.0.3.
According to the construction programme of Central-Wanchai Bypass at
Wanchai West at the Central Reclamation Phase III area include road and drain
works, backfilling works and reinstatement of Culvert and Cooling mains
reinstatement of planter at P1 road were performed in August 2017 reporting
month. As no project related exceedance were
recorded during the reporting period, cumulative construction impact due to the
concurrent activities of the current projects with the Central Reclamation
Phase III (CRIII) was considered as insignificant.
7.0.4.
According
to the construction programme of Wan Chai Development Phase II, Central-Wan
Chai Bypass and Island Eastern Corridor Link projects, the major construction
activities under Wan Chai Development Phase II were road and drains
construction, tunnel construction and backfilling works at Wan Chai West and
Wan Chai East. The major construction activities under Central-Wan Chai Bypass
and Island Eastern Corridor Link Projects were drainage works and ventilation
building construction at Central; temporary reclamation removal works at
Causeway Bay, road works and side wall construction at Victoria Park; bridge
construction, piling works, foundation works and building construction at North
Point area in the reporting month. In addition, other non-Wan Chai Development
Phase II, Central-Wan Chai Bypass and Island Eastern Corridor Link projects was observed undertaken at Wan Chai North and North
Point area.
7.0.5. No significant air impact from
construction activities was anticipated in the reporting month. Besides, no
project related exceedance was recorded during the air and noise environmental
monitoring events in the reporting month. Thus, it is evaluated that the
cumulative construction impact from the concurrent projects including Central
Reclamation Phase III (CRIII), Wan Chai Development Phase II (WDII),
Central-WanChai Bypass (CWB), Island Eastern Corridor Link projects (IECL) was
insignificant.
8.0.1. 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.
Reporting
month of June 2017
8.0.2.
There was 2 limit level of turbidity exceedances and 1 action level of
suspended solid exceedance recorded at monitoring station C7 on 21 June 2017. Removal
of seawall block opposite to the monitoring location was conducted during the monitoring
period on 21 June 2017 and turbid dispersion was observed generated from the
works area and affecting the water quality at the concerned Windsor House
cooling water intake during monitoring sampling. As such, it was considered
that turbidity and suspended solid exceedances were related to Project works.
8.0.3. There was 1 limit level of turbidity
exceedance and 1 action level of suspended solid recorded at monitoring station
C7 on 26 June 2017. Underwater excavation at TS3E was conducted during the monitoring
period on 26 June 2017. Owing to the malfunctioning of seawater pump on 26 June
2017 flood tide, fresh water was directly supplied to the storage holding tank
for water supply to Windsor House Intake. Subsequently, during the sampling
event on 26 June 2017 during ebb tide, turbidity and suspended solid exceedances
were recorded at the water holding tank and hence it was considered potential
contamination within water holding tank with direct freshwater supply by
Project works site and affecting the water quality at the concerned Windsor
House cooling water intake. As such, it was considered that the turbidity and
suspended solid exceedances were related to Project works.
Reporting month of July 2017
8.0.4.
A project related noise exceedance was recorded from the breaking works
under Contract HK/2009/02 on 20 July 2017. The breaking works was observed as
the major noise contribution during the measurement hence the exceedance is
considered as Project related while no adverse noise impact to the nearest NSR
was resulted based on the assessment on the monitoring location and nearest
NSR.
8.0.5.
A project related noise exceedance was recorded from the breaking works
under Contract HK/2009/02 on 26 July 2017. The breaking works was observed as
the major noise contribution during the measurement hence the exceedance is
considered as Project related and adverse noise impact to the nearest NSR was
resulted. The Contractor of HK/2009/02 was requested to submit a remedial
action plan according to the Event and Action Plan.
Reporting month of August 2017
8.0.6. A project related noise exceedance was
recorded from the breaking works under Contract HK/2009/02 on 04 August 2017.
The breaking works was observed as the major noise contribution during the
measurement hence the exceedance is considered as Project related while no
adverse noise impact to the nearest NSR was resulted based on the assessment on
the monitoring location and nearest NSR.
8.0.7. No summon or prosecution was received in
this reporting quarter.
8.0.8.
An inspection report (under WPCO) regarding suspected non-compliance of
construction site discharge and acknowledgement of Receipt of a Legal Sample
were issued by the EPD to the Contractor of HY/2009/19 after inspection
conducted by the EPD on 29 June 2017 at Watson Road.
8.0.9.
An inspection report (under APCO) regarding improper dust suppression
measures during excavation was issued by the EPD to the Contractor of
HK/2009/02 after inspection conducted by the EPD on 24 August 2017.
8.0.10. The construction programmes
of individual contracts are provided in Appendix 8.1.