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Client |
Civil Engineering Development Department, Hong Kong |
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Project |
Supplementary Agreement No. 3 to Agreement No. CE
15/94 Design and Construction for the Minimum Option |
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Report
No. |
3128-REP-204-01 |
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Date of Issue |
30 May 2005 |
File
Ref. L:\S-proj\CR3\CR3.NEW\3128\
Reports\0204.doc |
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Report Title |
Central
Reclamation, Phase III Quarterly
EM&A Report No. 7 February
through April 2005 |
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Date |
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Prepared
by : |
Henry
Ng, ACL - Environmental Consultant |
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30 May 2005 |
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Reviewed by: |
Susana
Bezy, ACL – ET Leader |
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30
May 2005 |
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Authorised by : |
Jon
Varndell, ACL – Project Mgr |
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30
May 2005 |
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Distribution |
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Copy No |
Issue to |
Attention |
Corr. Ref. |
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1 |
CEDD |
Mr
H H Yeung |
3128/M45/200/OC7254/jm |
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2,
3 |
EPD |
Mr
M W Ho |
3128/M45/200/OC7254/jm |
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4 |
EPD
(LCO) |
Mr
Allan Hung |
3128/M45/200/OC7254/jm |
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5 |
Leighton-China
State-Van Oord JV |
Mr
Malcolm Plummer |
3128/M45/200/OC7254/jm |
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6 |
CRIII Sites/PRE |
Mr
Douglas Miller |
3128/M45/200/OC7254/jm |
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7 |
Independent
Checker (Environment) |
Mr
Bill Douglas |
3128/M45/200/OC7254/jm |
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8 |
Environmental
Team Leader |
Ms
Susana Bezy |
3128/M45/200/OC7254/jm |
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Office
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1. Introduction.................................................................................................................. 1
1.1 Basic Project Information............................................................................................... 1
1.2 Project Organisation and
Management Structure............................................................ 1
1.3 Works Undertaken......................................................................................................... 1
2. EM&A Requirements..................................................................................................... 2
2.1 Summary of Impact
EM&A Requirements....................................................................... 2
2.2 Environmental Quality
Performance Limits..................................................................... 4
2.3 Event Action Plan........................................................................................................... 4
3. Environmental Status..................................................................................................... 5
3.1 Implementation of
Environmental Measures................................................................... 5
3.2 Environmental
Monitoring Locations.............................................................................. 5
3.3 Air Quality Monitoring
Results....................................................................................... 5
3.4 Noise Quality
Monitoring Results.................................................................................. 5
3.5 Water Quality
Monitoring Results.................................................................................. 5
3.6 Solid and Liquid Waste
Management Status................................................................... 6
3.7 Landscape and Visual
Audit........................................................................................... 6
4. Environmental Complaint
and Non-Compliance........................................................... 7
4.1 Environmental Exceedances........................................................................................... 7
4.2 Summary of Actions Taken for
Non-Compliance............................................................ 7
4.3 Environmental Enquiries................................................................................................. 7
4.4 Environmental
Complaints and Prosecutions.................................................................. 7
4.5 Record of Environmental Complaints
and Summons & Prosecutions.............................. 7
5. Conclusion.................................................................................................................. 10
List of Annexes
Annex A Project Organisation/ Contact Information
Annex B Quality Performance Limits for Air, Noise and Water Quality
Annex C Event and Action Plans for Air, Noise and Water Quality
Annex D Monitoring Stations Locations
Annex E Contractor's Works Programme
Annex F Graphical Representation of Air Quality Monitoring Results
Annex G Graphical Representation of Noise Quality Monitoring Results
Annex H Graphical Representation of Water Quality Monitoring Results
Annex I Quarterly Assessment of Construction Impacts on Suspended Solids
List of Tables
Table 2.1 - Summary of
Impact EM&A Requirements....................................................... 2
Table 4.1 - Summary of Complaints Received.................................................................. 8
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ACL |
Atkins China Limited |
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CEDD |
Civil Engineering and Development Department |
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CRIII |
Central Reclamation Phase III |
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EIA |
Environmental Impact Assessment |
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EM&A |
Environmental Monitoring and Audit |
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EPD |
Environmental Protection Department |
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ER |
Engineer’s Representatives |
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ET |
Environmental Team |
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IEC |
Independent Environmental Checker |
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LCSD |
Leisure and Cultural Services Department |
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LCSVO-JV |
Leighton-China State-Van Oord Joint Venture |
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TDD |
Territory Development Department |
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TSP |
Total Suspended Particulates |
Executive Summary
Atkins China
Limited (ACL) has been appointed by TDD (now
called the Civil Engineering and Development Department (CEDD) after the merger
of the Civil Engineering Department and the Territory Development Department on
1 July 2004) to implement the Environmental Monitoring and Audit
(EM&A) programme that was identified in the EIA Report for the CRIII
Project and is providing Environmental Team services during the duration of the
construction works.
This is the seventh quarterly EM&A Report for the
works specified in Section 1.3 of the CRIII EIA Report. This report summarises the monitoring
results and audit findings of the EM&A program during the reporting period
from 1 February 2005 to 30 April 2005.
Environmental Monitoring and Audit Progress
Noise and water
quality monitoring was conducted during this quarter. Air quality monitoring commenced on 21 April 2005. Weekly environmental site inspections were also
conducted during the reporting quarter.
Joint site inspections with the IEC were also carried out on 24 February
and 7 April 2005.
Exceedances of Action and Limit Levels
Continuous noise monitoring was carried out during the reporting period
and noise exceedances were recorded on 7 and 8 April 2005. The exceedances were investigated and were
found not to be attributed to the project works as no project works are located
in the vicinity of City Hall.
No air quality exceedances were recorded during the reporting period.
Elevated SS levels were recorded on 16 occasions, where 13 exceedances
were found to be attributed to the Project works. Investigation found that the
exceedances were mainly due to sand filling and/ or movement of marine vessels
in IRAE during the reporting period.
All parties were immediately informed of the exceedances and discussions
with the relevant parties were undertaken.
A sounding survey was also carried out in March to locate the high
spots.
Mitigation measures such as relocating silt curtains closer to the sand
filling works; replacing the geotextile for Central Barrack’s seawater intake
silt screen using an improved fixing method; reveised sand filling method;
reduction of sand filling rates; slowing down the speed of marine vessels;
Using sampans to assist the movement of barges to reduce the effect of
propeller wash; Using floatig silt curtains for laying of filter material and
carrying out diving inspections of affected intakes, etc., have been undertaken
in order to minimise SS dispersion.
Complaint Log
Two environmental complaints were received in April 2005. Investigations into the complaints found no
non-compliances with respect to the EM&A requirements.
Notifications of Summons and Prosecutions
There were no notifications of summons or prosecutions received during
this reporting quarter.
Site Inspection and Audit
Weekly environmental site inspections were
carried out during this quarter. Any
minor deficiencies noted during the site inspections were rectified by the
Contractor upon receipt of notification.
The
Territory Development Department (TDD) (now called the Civil Engineering and
Development Department (CEDD) after the merger of the Civil Engineering
Department and the Territory Development Department on 1 July 2004) of the Hong
Kong Special Administrative Region (HKSAR) is constructing the Central
Reclamation Phase III project (CRIII).
The Main
Works Contract HK 12/02 for CRIII commenced on 28 February 2003. Leighton China
State Van Oord Joint Venture (LCSVO-JV) was awarded the Contract No. HK 12/02
for the construction of the CRIII Engineering Works. The main construction works that were identified in the EIA
Report for the Project, requiring environmental monitoring and audit, have
commenced.
The
Contractor's works programme for the quarter is provided in Annex E.
Atkins China Limited (ACL) has been commissioned by TDD (now called
CEDD), the employer, to undertake the environmental monitoring and audit work
for the project. ACL is also the
Resident Engineers for the project and LCSVO-JV is the main contractor. An Independent Environmental Checker (IEC)
has been employed to audit the EM&A programme. The contacts of key management are provided in Annex A.
The works undertaken in the project area requiring environmental
monitoring and audit as identified in the EIA Report (not including Chai Wan
Basin) during the quarter included:
·
Architectural works for Pier 7;
·
Piling work and preparation work for concreting at
Public Pier West;
·
Pile cap and beam construction at Pier 8;
·
Cooling water main construction at Lung Wui Road;
·
Sand filling and rock filling works at IRAE;
·
Central Terminal Building (CTB) superstructure and
sub-structure works;
·
Seawall construction at IRAE;
·
Advanced rock filling works at FRAW and FRAE for
temporary caisson storage;
·
In-situ work to caisson and pumping stations at
IRAE;
·
Temporary seawall construction at IRAE;
·
Filter layer filling behind caisson units at IRAE;
·
Piling works for Man Yiu Street Footbridge;
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Excavation to bored piling at Eastern Seawall;
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Rock filling works behind caisson units at IRAE;
·
Temporary seawater cooling main construction for
Central Barracks and relocation of water quality monitoring station M4; and
·
Maintenance and necessary repair works for seawater
intake silt screens.
The EM&A
programme requires environmental monitoring for air quality, noise, water
quality, waste management and landscape and visual aspects as specified in the
CRIII Project EIA. The EM&A
requirements for each issue area are described in subsequent sections
including:
·
All
required monitoring parameters;
·
Action
and Limit Levels; and
·
Event-Action
Plans.
A summary of
impact EM&A requirements is presented in Table 2-1.
|
Parameters |
Descriptions |
Locations |
Frequencies |
Duration |
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TSP |
24-Hour
TSP |
2
Locations |
Once
every 6 days |
During
dust generating construction works |
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1-Hour
TSP |
2
Locations |
Three
times in every 6 days |
During
dust generating construction works |
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Noise |
Leq (30 mins), L10, L90, |
1
Location |
Continuous
measurements |
Two
weeks before Construction and During Construction |
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Water
Quality |
Dissolved
Oxygen; Salinity; Temp; Suspended
Solids; Turbidity. |
14
Locations |
3 times
a week, Mid-ebb/flood tides |
During
Marine Works and for 4 weeks after completion of Marine Works |
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Waste |
On-Site
Waste Audit |
Active
Work Sites |
Periodically |
During
Construction |
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On-Site
Waste Inspection |
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Landscape
and Visual |
Audits
to ensure effective implementation of mitigation measures |
During Construction |
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General
Site Conditions |
Environmental
Site Inspection |
Works
areas and areas affected by works |
Periodically |
During
Construction |
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Environmental
Quality Performance Limits for dust, noise and water quality have been
established as part of the Baseline Monitoring Report and are provided in Annex B.
Event Action
Plans for air, noise and water quality have been developed as part of the
Baseline Monitoring Report and are provided in Annex C.
The Contractor
has implemented relevant mitigation measures listed in the EIA Report, EM&A
Manual and Further Environmental Permit.
Seawater intake silt screens have been installed prior to the start of
the dredging works and a silt curtain attached to a floating steel frame has
been installed around the grab dredger.
Drawings showing
the project area and locations of the monitoring stations are provided in Annex D. On 8
April 2005, the seawater intake for Central Barracks was relocated to the
western edge of IRAE. The monitoring
station M4, now called M4A, was relocated in tandem to the new intake
location. The location of station M4A
is also provided in Annex
D.
Air quality
monitoring commenced on 21 April 2005 at Central Barrack. Monitoring
was not conducted at the City Hall monitoring station because exterior
renovation works were undertaken by City Hall at the elevated walkway
area. Air quality monitoring at the
City Hall monitoring station will commence once the exterior renovation works
are completed. The graphical
plot of air quality monitoring results is provided in Annex F.
The graphical
plot of noise monitoring results for this quarter is provided in Annex G.
The graphical
plot of water quality monitoring results for this quarter is provided in Annex H. A statistical analysis (Annex I) of the
monitoring results generally found the quarterly mean is significantly less
than 1.3 times of the ambient mean recorded during the baseline period. This indicates that although Project related
exceedances of SS AL/LL levels were recorded during the reporting period, the
Project construction works generally did not cause any adverse impact on SS
levels during the reporting period with respect to the baseline condition.
Elevated levels
of SS were found during the reporting period, particularly at the seawater
intake stations near IRAE.
Two of the four
exceedances recorded in February 2005 were found to be attributable to silty
discharges not related to the project works. The other two exceedances were
likely caused by sand filling works at IRAE.
All parties were immediately informed of the exceedances and the
Contractor implemented mitigation measures, such as relocating the impervious
silt curtains closer to the sand filling area, to reduce SS dispersion.
During March
2005, elevated SS levels were recorded on 5 occasions. The exceedances on two occasions were
attributed to sand filling works at IRAE.
Another exceedance was due to sand filling at IRAE and movement of
marine vessels near seawater intake M4.
The Contractor implemented additional mitigation measures, including
slowing down speed of marine vessels and replacement of geotextile for Central
Barrack’s seawater intake silt screen using an improved fixing method and the
use of a revised sand filling method, to minimise SS dispersion. Two other exceedances were found to be
caused by high spots of sand fill being carried away by tidal currents. After being informed of the exceedances, the
Contractor undertook a sounding survey to locate the high spots and
subsequently trimmed down these high spots to mitigate the dispersion effect.
Elevated SS levels were recorded on 1, 4, 6, 18, 20, 25 and 27 April
2005.
The SS exceedances recorded on 1 and 4 April 2005 were found to be
caused by the re-suspension of sand fill material due to marine vessel
movements at IRAE. All parties were immediately informed of the exceedances and
the Contractor immediately ordered all marine vessels in the area to reduce
their speed. Further, the Contractor
temporarily suspended sand filling works until the seawater intake at station
M4 was relocated. The intake was
relocated on 8 April 2005, and monitoring station M4 (now called M4A) was
relocated in tandem to the new position.
The SS exceedance recorded at station M2 on 6 April 2005 was not project
related. An investigation found that
the exceedance was attributable to the routine cleaning of HSBC’s seawater
intake by HSBC’s contractors.
The SS exceedances recorded on 18, 20, 25 April
2005 were investigated and were found to be due to the laying of filter
material and propeller wash of pelican barges entering IRAE. All parties were immediately informed of the
exceedances and an environmental meeting was held on 26 April 2005 to discuss
measures to prevent SS dispersion from the works at IRAE. During the meeting, the Contractor proposed
measures, which included the use of sampans to assist the movement of barges
to reduce the effect of propeller wash, the reduction of sand filling rates,
the use of floating silt curtains for laying of filter material, carry out
diving inspections of affected intakes and to expedite the construction of the
western rock mound at IRAE.
Additionally, daily SS sampling at M3 and M4A was initiated on 27 April
2005 and was undertaken until end of April 2005. No further exceedances were recorded after 27 April 2005.
As for the SS exceedance recorded at M4A on 27
April 2005, an investigation found that it was likely attributable to silty
water dispersing from the gap between caisson units C23 and P8.1. Tidal current likely carried SS towards the
area near M4A. However, no exceedances
were recorded at M3, likely because of its relatively sheltered location. The Contractor mitigated the situation by
installing seawall blocks between the gap to enclose the reclamation area.
One DO
exceedance was recorded during February 2005 and two DO exceedances were
recorded during April 2005.
Investigations found that the DO exceedances were attributed to natural
variations in ambient conditions and not caused by project works.
Solid and liquid
waste management was implemented according to the Waste Management Plan during
the reporting quarter.
As the works undertaken during the reporting month were mainly related
to marine works, the landscape and visual impacts are considered to be minimal.
There were no exceedances of air quality
attributable to the project works found during the reporting quarter.
Noise exceedances were recorded on 7 and 8
April 2005. The exceedances were
investigated and were found not to be attributed to the project works as no
project works are located in the vicinity of City Hall.
Elevated SS levels were recorded during the
reporting quarter.
During February 2005, SS exceedances were
recorded on five occasions. Of those
occurrences, three were not related to project works and two were found to be
caused by sand filling works at IRAE.
During March 2005, five SS exceedances were
recorded. Two of those were found to be
attributable to sand filling works at IRAE.
Another two exceedances were investigated and were found to be due to
high spots of sand fill in IRAE. The
other SS exceedance was found to be due to marine vessel movements near the
Central Barracks intake.
During April 2005, elevated SS levels were
recorded on seven occasions. One of
those exceedances were determined to be not project related. Two exceedances were found to be likely due
to marine vessel movements in IRAE.
Three exceedances were found to be likely due to the laying of filter
material and propeller wash of pelican barges entering IRAE. The other exceedance was found to be likely
attributable to silty water dispersing from the gap between caisson units C23
and P8.1.
Exceedances of the DO criteria were also
recorded during the reporting quarter.
One DO exceedance was recorded during February 2005 and one DO
exceedance was also recorded during April 2005.
Upon notification of the
above exceedances, appropriate actions were undertaken in accordance with the
Event and Action Plan for Water Quality and the Contractor has implemented
additional mitigation measures to further reduce suspended solids impacts.
The Event and Action Plan for Water Quality
was undertaken immediately after investigations into the exceedances found that
the increase in levels were likely due to project marine works. Following the exceedances, the Contractor has implemented the following measures to reduce SS
disperion:
·
Relocate impervious silt curtain to fully enclose
the sand filling area at IRAE;
·
Replace the geotextile for Central Barrack’s
seawater intake silt screen using an improved fixing method;
·
Revise sand filling method to minimise SS
dispersion;
·
Carry out sounding survey to locate high spots of
sand fill and trim down these high spots to mitigate the dispersion effect;
·
Decrease the speed of marine vessels entering IRAE
to reduce the effect of the propeller wash;
·
Decrease the daily sand filling rate;
·
Relocate Central Barrack’s seawater intake to the
western edge of IRAE; and
·
Install additional seawall blocks at the gap
between the caisson units to prevent silty water from dispersing from the sand
filling area.
No environmental enquiries were received during the reporting quarter.
Two environmental complaints were received during April 2005. However, investigations in the complaints found
no non-compliances with respect to the EM&A requirements.
The following table summarises all the complaints attributable to
project works received (both written and verbal) and the liaison/consultation
undertaken, and the actions and follow-up procedures taken.
.
|
Month/
Date of Complaint |
Media |
Complaint
& Action |
Liaison/
Consultation Taken |
Follow-up
Action |
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February 2005 |
N/A |
None |
N/A |
N/A |
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March 2005 |
N/A |
None |
N/A |
N/A |
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April 2005 |
Noise |
Noise complaint (outdated
summary of CNP); updated summary to reflect latest issued CNPs for the
project |
Contractor, EPD, RE, IEC, ET |
Immediately update summary
records upon receipt of new CNPs for the project |
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Air |
White smoke found near Two
IFC, Central; source of white smoke could not be identified; likely due to
one-off event |
Contractor, EPD, RE, IEC, ET |
Advised Contractor to
regularly maintain all plant and equipment on site |
There were no notifications of summons and
prosecutions for the reporting quarter.
The water quality within the project area was found
to be generally good during the reporting period. However, elevated SS levels were recorded on a number of
occasions. While some of these exceedances
are not project related, others were found to be caused by marine works at
IRAE.
The SS exceedances recorded during the reporting
quarter were found to be mainly due to marine activities at IRAE. All relevant parties were immediately
notified of the exceedances and the Contractor implemented mitigation measures
to reduce SS dispersion.
It was noted that the seawater intake for Central
Barracks was relocated to the western edge of IRAE on 8 April 2005. The monitoring station M4, now called M4A,
was relocated in tandem to the new intake location.
Two noise exceedances were recorded during April 2005. The exceedances were investigated and were
found not to be attributed to the project works as no project works are located
in the vicinity of City Hall.
During environmental site inspections conducted
during the reporting quarter, minor deficiencies were noted. However, the Contractor rectified all
deficiencies after receipt of notification.
Two environmental complaints were received during April 2005. However, investigation into the complaints found no non-compliances with respect to the EM&A requirements. No prosecutions were received during the reporting quarter.