Contract No: Hy/2019/18 Wanchai
Development Phase II and Central Wanchai Bypass Sampling,
Field Measurement and Testing Works (Stage 4) Environmental
Permit no. EP-356/2009, Quarterly Environmental Monitoring
and Audit Report
- December 2021 to February 2022 -
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CLIENTS: |
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Civil Engineering
and Development Department and
Highways
Department |
Lam Geotechnics Limited Telephone: (852) 2882-3939 Facsimile: (852) 2882-3331 E-mail: info@lamenviro.com Website: http://www.lamenviro.com |
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CHECKED by: |
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Raymond Dai Environmental Team Leader |
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DATE: |
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17 March 2022 |
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.
6. Complaints,
Notification of Summons and Prosecution
7. Cumulative
Construction Impact due to the Concurrent Projects
lIST OF TABLES
Table II Principal
Work Activities for Contract no. HY/2009/15
Table III
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 this Project
Table 2.3 Contact
Details of Key Personnel
Table 2.4 Principal
Work Activities for Contract no. HY/2009/15
Table 2.5 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 Stations for Contract no.
HY/2009/15 & HY/2010/08
Table 4.2 Air
Monitoring Stations for Contract no. HY/2009/15 & HY/2010/08
Table 4.3 Water
Monitoring Stations for Contract no. HK/2010/08
Table 4.4
Details of Waste Disposal for Contract no. HY/2009/15
Table 4.5 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 2.2 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 7.1 Construction
Programme of Individual Contracts
Construction Activities for the Reported Period
Noise Monitoring
Air Quality Monitoring
Water Quality Monitoring
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 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 November 2021
to 26th February 2022.
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, 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.
2.3.2 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 (Completed) |
DP1, DP2 |
25 August 2011 (Completed) |
||
HK/2009/02 |
Wan Chai Development Phase II – Central – Wan Chai Bypass at WanChai
East |
DP3, DP5 |
5 July 2010 (Completed) |
DP1 |
26 April 2011 (Completed) |
||
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 (Completed) |
DP1 |
13 July 2011 (Completed) |
||
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 |
21 April 2011 (Completed) |
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 |
10 March 2014 (Completed) |
HY/2010/08 |
Central- Wanchai Bypass Tunnel
– Tunnel (Slip Road 8) |
DP1,DP2, DP3 |
21 March 2013 (Completed) |
HY/2011/08 |
Central-Wan Chai Bypass (CWB) –
Tunnel Buildings, Systems and Fittings, and Works Associated with Tunnel
Commissioning |
DP1 |
8 October 2014 (Completed) |
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 |
Senior Resident Engineer |
Mr. S.K. Lo |
3519 9033 |
2587 1877 |
Engineer’s
Representative for CWB |
Chief
Resident Engineer |
Ms.
Lydia Lee |
3762 2760 |
2142 5577 |
|
Ramboll Hong Kong Limited |
Independent
Environmental Checker (IEC) |
Independent Environmental Checker (IEC) |
Mr. David Yeung |
3465 2888 |
3465 2899 |
Lam Geotechnics Limited |
Environmental Team
(ET) |
Environmental Team Leader (ETL) |
Mr. Raymond Dai |
2882 3939 |
2882 3331 |
2.5.1. As confirmed by CWB
RSS that marine works under HY/2010/08 and HY/2009/15 under EP-356/2009 was
completed on 22 March 2021.
2.5.2.
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 |
Harbour Grand Hotel Boundary Wall** |
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 March 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 “Harbour
Grand Hotel Boundary Wall” from 05 June 2017 onwards.
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/ |