Contract No:
HK/2009/05 Wanchai Development Phase II and Sampling, Field Measurement and Testing Work
(Stage 1) Environmental
Permit no. EP-356/2009, Further Evironmental permit nos. fep-01/356/2009,
fep-02/356/2009, FEP-03/356/2009, Fep-04/356/2009 and fep-05/356/2009 Quarterly
Environmental Monitoring
and Audit Report
- June to August 2011 -
|
CLIENTS: |
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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 |
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CHECKED
by: |
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                         Raymond Dai Environmental Team Leader |
|
DATE: |
|
21 September 2011 |
1.1    Scope
of the Report
1.2    Structure
of the Report
2.   Project
Background
2.1    Background
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    Principle Work and Activities
3.   Monitoring
Requirements
3.1.    Noise
Monitoring
3.2.    Air
Monitoring
3.3.    Water
Quality Monitoring
4.   Monitoring
Results
4.1.    Noise
Monitoring Results
4.2.    Real Time Noise
Monitoring Results
4.3.    Air
Monitoring Results
4.4.    Water
Monitoring Results
4.5.    Waste
Monitoring Results
5.1.    Noise
Monitoring
5.2.    Real-time Noise Monitoring
5.3.    Air
Monitoring
5.4.    Water
Quality Monitoring
5.5.    Site
Audit
5.6.    Review of the Reasons for and the Implications of
Non-compliance
5.7.    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        Principle
Work Activities for Contract no. HY/2009/11
Table II       Principle
Work Activities for Contract no. HK/2009/01
Table III       Principle
Work Activities for Contract no. HK/2009/02
Table IV       Principle
Work Activities for Contract no. HY/2009/15
Table V       Principle
Work Activities for Contract no. HK/2010/06
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      Principle Work Activities for Contract
no. HY/2009/11
Table 2.5      Principle Work Activities for Contract
no. HK/2009/01
Table 2.6      Principle Work Activities for Contract
no. HK/2009/02
Table 2.7      Principle Work Activities for Contract
no. HY/2009/15
Table 2.8      Principle Work Activities for Contract
no. HK/2010/06
Table 3.1     Noise
Monitoring Stations
Table 3.2     Real Time
Noise Monitoring Station
Table 3.3     Air
Monitoring Stations
Table 3.4      Marine Water Quality Stations for Water
Quality Monitoring
Table 3.5     Marine Water
Quality Monitoring Frequency and Parameters
Table 3.6      Marine Water Quality Stations for Enhanced Water
Quality Monitoring
Table 4.1      Noise Monitoring Stations for Contract
no. HY/2009/11
Table 4.2      Noise
Monitoring Station for Contract nos. HK/2009/01 and HK/2009/02
Table 4.3      Noise Monitoring Station for Contract
nos. HY/2009/15
Table 4.4     Real Time
Noise Monitoring Station for Contract no. HY/2009/11
Table 4.5     Air
Monitoring Stations for Contract no. HY/2009/11
Table 4.6      Air Monitoring
Stations for Contract no. HK/2009/01
Table 4.7      Air
Monitoring Station for Contract no. HK/2009/02
Table 4.8      Air Monitoring Station for Contract no.
HY/2009/15
Table 4.9     Water
Monitoring Stations for Contract no. 
HY/2009/11
Table 4.10     Water
Monitoring Stations for Contract no. HK/2009/01
Table 4.11     Water
Monitoring Stations for Contract no. HK/2009/02
Table 4.12     Water Monitoring Stations for Contract
no. HK/2010/06
Table 4.13     Water Monitoring Stations for Contract
no. HY/2009/15
Table 4.14     Summary of
Water Quality Monitoring Exceedances in Reporting Quarter
Table 4.15    Details of Waste Disposal for Contract
no. HY/2009/11
Table 4.16    Details of Waste Disposal for Contract
no. HK/2009/01
Table 4.17    Details of Waste Disposal for Contract
no. HK/2009/02
Table 4.18    Details of Waste Disposal for Contract
no. HY/2009/15
Table 4.19    Details of Waste Disposal for Contract
no. HK/2010/06
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 3.2   Report
of Review Baseline Noise Level
Appendix 3.3   Report
on Noise Level Review for Real-time Noise Monitoring during Night Time
Appendix 4.1   Noise Monitoring Graphical Presentations
Appendix
4.2   Air Quality Monitoring Graphical
Presentations
Appendix 4.3   Water Quality Monitoring Graphical Presentations
Appendix 4.4   Real-time Noise Monitoring Results and
Graphical Presentations
Appendix 5.1   Event
Action Plans
Appendix
6.1   Complaint Log
Appendix 8.1   Construction
Programme of Individual Contracts
Construction Activities for the Reported
Period
Table I     Principle Work Activities for Contract no. HY/2009/11
June 2011 |
July 2011 |
August 2011 |
Reclamation
works;
Concreting;
Slotted panel
fixing;
Drainage
Construction works;
Outfall
construction works;
Construction
& installation of Concrete Block; and Installation of Caisson Seawall |
Reclamation
works;
formworks erection
for the pocket of buoyancy tanks;
Sealed the gap
between installed caisson seawalls;
Drainage
Construction works;
Outfall
construction works (Open Channel U); and
Installation of
Caisson Seawall. |
Reclamation
works;
Geo-textile
laying;
Formworks erection
for the pocket of buoyancy tanks;
Sealed the gap
between installed caisson seawalls; and Drainage Construction works. |
Table II    Principle Work Activities for Contract no. HK/2009/01
June 2011 |
July 2011 |
August 2011 |
Reclamation
works of HKCEC water Channel;
Assembly of
jack-up barge at Tsim Sha Tsui;
Installation of
sheet pile water channel at Dome Promenade;
Removal of rock
armours within the HKCEC Water Channel;
Installation of
cross-harbour water mains nos. B2 & As;
Thrust block
construction for cross-harbour watermains nos. A1 & B1 was commenced on 7
Jun 2011 when the steel formwork was installed into its working position;
Trench excavations
for proposed pipe laying works in Convention Avenue, VIP Drop-off Area;
Mainlaying
works at Zone B1-2 had been completed and the road reinstatement works;
Mainlaying
works at Zone B1-5;
Mainlaying
works at Zone A4-3A;
Backfilling
works for Temporary diversion of 2nos. DN900 cooling water discharge pipes of
Convention Plaza;
The fenced off
area at Zone B4-2 would be continued as a water tank establishment area for
cross harbour watermains installation until the original seawall had been
reinstated; and
Utility
diversion works for conflicting utilities at Salisbury Garden of Tsim Sha
Tsui |
Reclamation
works of HKCEC Water Channel;
Assembly of
jack-up barge at Tsim Sha Tsui;
Installation of
sheet pile Water Channel at Dome Promenade;
Removal of rock
armours within the HKCEC Water Channel;
Installation of cross-harbour water
mains nos. A3 & A4, B3 and B4 were completed;
Thrust block
construction for cross-harbour watermains nos. A2 & B2 was completed;
Platform erection for crawler crane mobilization near the existing seawall at
Salisbury Garden was in progress. Grouting works would be carried out stoutly
to stabilize the existing waterworks before commencing the mentions crawler
crane mobilization;
Trench
excavations for proposed pipe laying works in Convention Avenue, VIP Drop-off
Area;
Trench for
temporary diversion of 2nos. DN900 cooling water discharge pipes of
Convention Plaza had been backfilled and reinstated; and
The fenced off
area at VIP Drop-off Area near seawall would be continued as a water tank establishment
area for cross harbor watermains installation until the original seawall had
been reinstated and subsequent relocation of the mentioned water tanks. |
Trench
backfilling and seawall reinstatement for the completed cross-harbour
watermains and the existing seawall near Expo Promenade;
Reclamation of
HKCEC1 within the HKCEC Water Channel;
Installation of
sheet pile water channel at Dome Promenade;
Installation of
cross-harbour watermains nos. A5 & B5, A6 & B6 and A7 were completed;
Site clearance
works at Zone B2-1 was commenced and the HKCEC logo was removed. Such
clearance was for the re-provision of loading and unloading area for HKCEC at
the time when Zone B1-4 was being fencing off for the proposed mainlaying
works;
Mainlaying
works and the subsequent carriageway reinstatement in Zone A4-3A and A5-1;
Temporary
trench reinstatement works in Zone A1-1 and Zone A2-2 had been completed;
Mainlaying
works at Zone A4-1 and B1-5;
After the
completion of reinstatement works at Zone B1-5, mainlaying works at Zone
B1-4;
Trench
reinstatement works in Zone A3-3; and
A substantial
change in TTA along Convention Avenue was implemented. The trench excavation
works at Zone B4-2 was resumed. |
Table III    Principle Work Activities for Contract no. HK/2009/02
June 2011 |
July 2011 |
August 2011 |
Tseung Kwan O
public fill sorting facility 31,000m3 sorted fill produced this month;
Internal and
external decoration for new public toilet;
FEHD
pre-inspection of new public toilet;
Modification
works for disable toilet;
Modification of
hoarding and reinstatement works for public toilet opening was carried out;
Basement
structure and ground floor slab of passenger terminal building;
Modification of
existing finger pier deck and tree pits;
Stripping
interior fixing of existing ferry pier at Expo Drive East;
Erection of
bamboo scaffolding;
Trench
excavation and deck over works along Tonnochy Road;
Pipe jacking
across Harbour Road;
Approximate 18m
cooling mains was laid at Harbour Road and adjacent to Harbour Centre in this
reporting period;
Excavation and
lateral support for WSD Salt Water Pumping Station at Wan Shing Street;
Laying blinding
layer for WSD Salt Water Pumping Station at Wan Shing Street;
Hacking H-pile
head for WSD Salt Water Pumping Station at Wan Shing Street;
Excavation and
lateral support at Wan Shing Street;
Dredging for
submarine outfall pipe;
Approximate
180m HDPE pipe was laid;
Modification of
ELS and formwork for top slab of DSD extension chamber;
Marine piling
works for new ferry pier was ongoing. 43 out of 83 nos. marine piles and
Excavation and
lateral support for WSD & DSD receiving pits |
Tseung Kwan O
public fill sorting facility 99565 m3 sorted fill produced this month;
FEHD final
inspection of new public toilet was conduct and the public toilet was handed
over to FEHD;
Demolition of
gangway in Finger Pier was completed;
Stripping
interior fixing of existing ferry pier at Expo Drive East;
Continue SI
works for NB2 footing at Expo Drive East;
Trench
excavation and deck over works along Tonnochy Road;
Approximate 110
m cooling mains was laid at Great Eagle, Harbour Centre and Harbour Road
area;
Hacking of
H-pile head for WSD Salt Water Pumping Station;
Base slab of
WSD Salt Water Pumping Station was cased on 13 July 2011 at -4.52 mPD;
Excavation and
lateral support at Wan Shing Street;
Dredging for
submarine outfall pipe was ongoing;
Marine piling
works for new ferry pier was ongoing. 78 out of 83 nos. marine piles were
completed as of 20 July 2011;
Excavation and
lateral support for DSD receiving pits;
Gas main
diversion at WSD receiving pits;
Setting up TBM
machine was substantially completed;
Lean concrete
works for P9 pumping Station was commenced;
4 no. of
pre-bored H piling works of WSD Salt Water Intake culvert at new seawall area
was completed; and
SI works for
Box Culvert N1 was completed at WCR1 area. |
Tseung Kwan O
public fill sorting facility 18,615.6 m3 sorted fill produced this month;
Rectification
of Public Toilet external cladding and louver;
Dismantle steel
scaffolding in Finger Pier;
Demolition of
gangway in Finger Pier;
Erection of
bamboo scaffolding in Finger Pier;
Fixing PVC
conduit of C1, C2, C6 & C7 column of G/F in Passenger Terminal Building;
Connection of
C.I pipe for G/F Passenger Terminal Building;
Air testing on
the C.I pipe at the toilet area Passenger Terminal Building;
Trench
excavation and deck over works along Tonnochy Road;
Hydraulic
pressure test of P.E pipe along Tonnochy Road;
Breaking
concrete slab of bus bay;
Approximate 60m
cooling mains was laid at Great Eagle, Harbour Centre and Harbour Road area;
PVC and G.I
cable pipe duct was installed at Great Eagle and Harbour Centre;
4th layer
struts and 3rd layer struts of WSD Salt Water Pumping Station were
dismantled;
Welding test
for 3rd layer railing and strut at the Wan Shing Street receiving pit;
Dredging for
submarine outfall pipe was ongoing;
Marine piling
works for new ferry pier was ongoing. 79 out of 83 nos. marine piles were
completed;
Excavation and
lateral support for DSD receiving pits;
Gas main
diversion at WSD receiving pits;
Lean concrete
works for P9 pumping Station; and
Complete
connection chamber at DSD Screening Plant. |
Table IV    Principle
Work Activities for Contract no. HY/2009/15
June 2011 |
July 2011 |
August 2011 |
Dredging of
odorous sediment at TS4;
Seawall block
construction at TS4;
Maintenance of
navigation channel;
Diaphragm wall
preparation work at TS1 and TPCWAE;
Grouting works
at Abutment A;
Night time
protection works at CHT; and
Trial trench
work at Hung Hing Road and POC |
Seawall block
construction and filling preparation works at TS4;
Maintenance of
navigation channel;
Night time
protection works at CHT; and
Trial trench
work at Hung Hing Road and POC |
Seawall block
construction and reclamation work at TS4;
Maintenance
dredging of navigation channel and mooring area;
Night time
protection works at CHT;
Trial trench
work at Hung Hing Road and POC; and
Precautionary
works at Abutment A |
Table V    Principle
Work Activities for Contract no. HK/2010/06
March 2011 |
April 2011 |
May 2011 |
Erection of
Staging Platform; and
Marine Bored
Piling |
Erection of
Staging Platform; and
Marine Bored
Piling |
Installation of
bored pile casing;
Excavation of
bored piles;
Pre-drilling
works; and
Installation of
temporary staging platforms |
Noise Monitoring
Ten limit level exceedances at M1a on 2, 8, 14 and 24
and 29 June,
5, 13, 19 and 25 July 2011 and 22 August 2011 during
the evening time period; and
Seven Action
levels were recorded due to seven
recorded noise complaints on 10, 23 and 27 July 2011, 8 and 26 August 2011.
Real-time 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 and Further Environmental permit nos.
FEP-01/356/2009, FEP-02/356/2009, FEP-03/356/2009, FEP-04/356/2009 and FEP-05/356/2009 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-014/2001).
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  /span>Environmental Monitoring and Audit Requirements /span> under Particular
Specification Section 27.
1.1.3.
This report documents the finding of EM&A works during the period
from 28th May to 27th August 2011.
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.
In the reporting period, Contract no. HK/2010/06 - Wan Chai
Development Phase II-Central-Wan Chai Bypass over MTR Tsuen Wan Line under the
Project was commenced on 22 March 2011. 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 |
HY/2009/15 |
Central-Wanchai Bypass  Tunnel (Causeway Bay Typhoon Shelter Section) |
DP3 |
10 November 2010 |
HK/2010/06 |
Wan Chai Development Phase II-Central-Wan Chai Bypass over MTR Tsuen
Wan Line |
DP3 |
22 March 2011 |
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 for WDII |
Principle Resident Engineer |
Mr. Frankie Fan |
2587 1778 |
2587 1877 |
Engineer for CWB |
Principle Resident Engineer |
Mr. Peter Poon |
3916 1818 |
3529 2829 |
|
China Harbour- CRBC Joint Venture |
Contractor under Contract no. HY/2009/11 |
Project Director |
Mr. Cho Yu Fun |
3157 1086 |
3157 1085 |
Project Manager |
Mr.
Gregory Wong |
3157 1086 |
|||
Site Agent |
Mr. Daniel
Cheung |
3157 1086 |
|||
Environmental Officer |
Mr. C. M. Wong |
3157 1086 |
|||
Chun Wo  Leader Joint Venture |
Contractor under Contract no. HK/2009/01 |
Site Agent |
Mr. Paul Yu |
9456 9819 |
2634 1626 |
Operation Manager |
Mr. Lau Yee Ching |
9466 3918 |
|||
Construction Manager |
Mr. Jerry Siu |
9493 3664 |
|||
Construction Manager |
Mr. Ricky Lai |
9487 6549 |
|||
Construction Manager |
Mr. KK Yuen |
3498 1213 |
|||
Environmental Officer
(Compliance Manager) |
Mr. Andy Mak |
9103 2370 |
|||
Chun Wo  CRGL Joint Venture |
Contractor under Contract no. HK/2009/02 |
Project Manager |
Mr. Chan Sing Cho |
3658 3002 |
2827 9996 |
Site Agent |
Mr. Eric Lam |
3658-3048 |
|||
Environmental Manager |
Mr. C.P. Ho |
3658-3000 |
|||
Environmental Officer |
Ms. Flora Ng |
3658-3064 |
|||
China State Construction Engineering (HK) Ltd. |
Contractor under Contract no. HY/2009/15 |
Project Manager |
Mr. M Y Wong |
2823 7879 |
2528 5651 |
Site Agent |
Mr. Simon Tang |
3557 6358 |
2566 2192 |
||
|
|
Construction Manager |
Mr. C K Kwok |
9779 2162 |
|
|
|
Assistant Construction Manager (East) |
Mr. Gene Cheung |
6105 4880 |
|
|
|
Assistant Construction Manager (West) |
Mr. Tony Chiu |
9090 0606 |
|
|
|
Section Agent (West) |
Mr. Tang Ka Tung |
9473 4771 |
|
|
|
Environmental Manager |
Mr. Samuel Tsui |
3557 6347 |
|
|
|
Environmental Officer |
Mr. Daniel Sin |
3557 6215 |
|
Gammon -Leader JV |
Contractor under Contract no. HK/2010/06 |
Manager |
Mr. Simon Tong |
9124 2471 |
2529
2880 |
Site Agent |
Mr. Keith Tse |
2529 2068 |
|||
Environmental Officer |
Mr. Lee Wai Man |
9481 6024 |
|||
ENVIRON Hong Kong Limited |
Independent
Environmental Checker (IEC) |
Independent
Environmental Checker (IEC) |
Mr. David Yeung |
3743 0788 |
3548 6988 |
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 principle work activities for Contract no. HY/2009/11 are
summarized in Table2.4.
Table 2.4   Principle Work Activities for Contract no.
HY/2009/11
June 2011 |
July 2011 |
August 2011 |
Reclamation
works;
Concreting;
Slotted panel
fixing;
Drainage
Construction works;
Outfall
construction works;
Construction
& installation of Concrete Block; and Installation of Caisson Seawall |
Reclamation
works;
formworks
erection for the pocket of buoyancy tanks;
Sealed the gap
between installed caisson seawalls;
Drainage
Construction works;
Outfall
construction works (Open Channel U); and
Installation of
Caisson Seawall. |
Reclamation
works;
Geo-textile
laying;
Formworks
erection for the pocket of buoyancy tanks;
Sealed the gap
between installed caisson seawalls; and Drainage Construction works. |
2.5.2.
During this
reporting period, the principle work activities for Contract no. HK/2009/01 are
summarized in Table 2.5.
Table 2.5   Principle Work Activities for Contract no.
HK/2009/01
June 2011 |
July 2011 |
August 2011 |
Reclamation
works of HKCEC water Channel;
Assembly of
jack-up barge at Tsim Sha Tsui;
Installation of
sheet pile water channel at Dome Promenade;
Removal of rock
armours within the HKCEC Water Channel;
Installation of
cross-harbour water mains nos. B2 & As;
Thrust block
construction for cross-harbour watermains nos. A1 & B1 was commenced on 7
Jun 2011 when the steel formwork was installed into its working position;
Trench
excavations for proposed pipe laying works in Convention Avenue, VIP Drop-off
Area;
Mainlaying
works at Zone B1-2 had been completed and the road reinstatement works;
Mainlaying
works at Zone B1-5;
Mainlaying
works at Zone A4-3A;
Backfilling
works for Temporary diversion of 2nos. DN900 cooling water discharge pipes of
Convention Plaza;
The fenced off
area at Zone B4-2 would be continued as a water tank establishment area for
cross harbour watermains installation until the original seawall had been
reinstated; and
Utility
diversion works for conflicting utilities at Salisbury Garden of Tsim Sha
Tsui |
Reclamation
works of HKCEC Water Channel;
Assembly of
jack-up barge at Tsim Sha Tsui;
Installation of
sheet pile Water Channel at Dome Promenade;
Removal of rock
armours within the HKCEC Water Channel;
Installation of cross-harbour water mains nos. A3 & A4,
B3 and B4 were completed;
Thrust block
construction for cross-harbour watermains nos. A2 & B2 was completed;
Platform erection for crawler crane mobilization near the existing seawall at
Salisbury Garden was in progress. Grouting works would be carried out stoutly
to stabilize the existing waterworks before commencing the mentions crawler
crane mobilization;
Trench
excavations for proposed pipe laying works in Convention Avenue, VIP Drop-off
Area;
Trench for
temporary diversion of 2nos. DN900 cooling water discharge pipes of
Convention Plaza had been backfilled and reinstated; and
The fenced off
area at VIP Drop-off Area near seawall would be continued as a water tank
establishment area for cross harbor watermains installation until the
original seawall had been reinstated and subsequent relocation of the
mentioned water tanks. |
Trench
backfilling and seawall reinstatement for the completed cross-harbour
watermains and the existing seawall near Expo Promenade;
Reclamation of
HKCEC1 within the HKCEC Water Channel;
Installation of
sheet pile water channel at Dome Promenade;
Installation of
cross-harbour watermains nos. A5 & B5, A6 & B6 and A7 were completed;
Site clearance
works at Zone B2-1 was commenced and the HKCEC logo was removed. Such
clearance was for the re-provision of loading and unloading area for HKCEC at
the time when Zone B1-4 was being fencing off for the proposed mainlaying
works;
Mainlaying
works and the subsequent carriageway reinstatement in Zone A4-3A and A5-1;
Temporary
trench reinstatement works in Zone A1-1 and Zone A2-2 had been completed;
Mainlaying
works at Zone A4-1 and B1-5;
After the
completion of reinstatement works at Zone B1-5, mainlaying works at Zone
B1-4;
Trench reinstatement
works in Zone A3-3; and
A substantial
change in TTA along Convention Avenue was implemented. The trench excavation
works at Zone B4-2 was resumed. |
2.5.3.
During this
reporting period, the principle work activities for Contract no. HK/2009/02 are
summarized in Table 2.6.
Table 2.6   Principle Work Activities for Contract no.
HK/2009/02
June 2011 |
July 2011 |
August 2011 |
Tseung
Kwan O public fill sorting facility 31,000m3 sorted fill produced this month;
Internal and
external decoration for new public toilet;
FEHD
pre-inspection of new public toilet;
Modification
works for disable toilet;
Modification of
hoarding and reinstatement works for public toilet opening was carried out;
Basement
structure and ground floor slab of passenger terminal building;
Modification of
existing finger pier deck and tree pits;
Stripping
interior fixing of existing ferry pier at Expo Drive East;
Erection of
bamboo scaffolding;
Trench
excavation and deck over works along Tonnochy Road;
Pipe jacking
across Harbour Road;
Approximate 18m
cooling mains was laid at Harbour Road and adjacent to Harbour Centre in this
reporting period;
Excavation and
lateral support for WSD Salt Water Pumping Station at Wan Shing Street;
Laying blinding
layer for WSD Salt Water Pumping Station at Wan Shing Street;
Hacking H-pile
head for WSD Salt Water Pumping Station at Wan Shing Street;
Excavation and
lateral support at Wan Shing Street;
Dredging for
submarine outfall pipe;
Approximate
180m HDPE pipe was laid;
Modification of
ELS and formwork for top slab of DSD extension chamber;
Marine piling
works for new ferry pier was ongoing. 43 out of 83 nos. marine piles and
Excavation and
lateral support for WSD & DSD receiving pits |
Tseung Kwan O
public fill sorting facility 99565 m3 sorted fill produced this month;
FEHD final
inspection of new public toilet was conduct and the public toilet was handed
over to FEHD;
Demolition of
gangway in Finger Pier was completed;
Stripping
interior fixing of existing ferry pier at Expo Drive East;
Continue SI
works for NB2 footing at Expo Drive East;
Trench
excavation and deck over works along Tonnochy Road;
Approximate 110
m cooling mains was laid at Great Eagle, Harbour Centre and Harbour Road
area;
Hacking of
H-pile head for WSD Salt Water Pumping Station;
Base slab of
WSD Salt Water Pumping Station was cased on 13 July 2011 at -4.52 mPD;
Excavation and
lateral support at Wan Shing Street;
Dredging for
submarine outfall pipe was ongoing;
Marine piling
works for new ferry pier was ongoing. 78 out of 83 nos. marine piles were
completed as of 20 July 2011;
Excavation and
lateral support for DSD receiving pits;
Gas main
diversion at WSD receiving pits;
Setting up TBM
machine was substantially completed;
Lean concrete
works for P9 pumping Station was commenced;
4 no. of
pre-bored H piling works of WSD Salt Water Intake culvert at new seawall area
was completed; and
SI works for
Box Culvert N1 was completed at WCR1 area. |
Tseung Kwan O
public fill sorting facility 18,615.6 m3 sorted fill produced this month;
Rectification
of Public Toilet external cladding and louver;
Dismantle steel
scaffolding in Finger Pier;
Demolition of
gangway in Finger Pier;
Erection of
bamboo scaffolding in Finger Pier;
Fixing PVC
conduit of C1, C2, C6 & C7 column of G/F in Passenger Terminal Building;
Connection of
C.I pipe for G/F Passenger Terminal Building;
Air testing on
the C.I pipe at the toilet area Passenger Terminal Building;
Trench
excavation and deck over works along Tonnochy Road;
Hydraulic
pressure test of P.E pipe along Tonnochy Road;
Breaking concrete
slab of bus bay;
Approximate 60m
cooling mains was laid at Great Eagle, Harbour Centre and Harbour Road area;
PVC and G.I
cable pipe duct was installed at Great Eagle and Harbour Centre;
4th layer
struts and 3rd layer struts of WSD Salt Water Pumping Station were
dismantled;
Welding test
for 3rd layer railing and strut at the Wan Shing Street receiving pit;
Dredging for
submarine outfall pipe was ongoing;
Marine piling
works for new ferry pier was ongoing. 79 out of 83 nos. marine piles were
completed;
Excavation and
lateral support for DSD receiving pits;
Gas main
diversion at WSD receiving pits;
Lean concrete
works for P9 pumping Station; and Complete connection chamber at DSD Screening Plant. |
2.5.4.
Major construction activities for Contract no. HY/2009/15 was commenced
on 10 November 2010. During this reporting period, the principle work
activities for Contract no. HY/2009/15 are summarized as below:
Table 2.7
  Principle Work Activities for Contract
no. HY/2009/15
June 2011 |
July 2011 |
August 2011 |
Dredging of
odorous sediment at TS4;
Seawall block
construction at TS4;
Maintenance of
navigation channel;
Diaphragm wall
preparation work at TS1 and TPCWAE;
Grouting works
at Abutment A;
Night time
protection works at CHT; and
Trial trench
work at Hung Hing Road and POC |
Seawall block
construction and filling preparation works at TS4;
Maintenance of
navigation channel;
Night time
protection works at CHT; and
Trial trench
work at Hung Hing Road and POC |
Seawall block
construction and reclamation work at TS4;
Maintenance
dredging of navigation channel and mooring area;
Night time
protection works at CHT;
Trial trench
work at Hung Hing Road and POC; and
Precautionary
works at Abutment A |
2.5.5.
Contract no.
HK/2010/06 was commenced on 22 March 2011. During this reporting period, the
principle work activities for Contract no. HK/2010/06 are summarized as below:
Table 2.8
  Principle Work Activities for Contract
no. HK/2010/06
June 2011 |
July 2011 |
August 2011 |
Erection of
Staging Platform; and
Marine Bored
Piling |
Erection of Staging
Platform; and
Marine Bored
Piling |
Installation of
bored pile casing;
Excavation of
bored piles;
Pre-drilling
works; and
Installation of
temporary staging platforms |
2.5.6.
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 |
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 |
Real time Noise Monitoring Stations
3.1.1.
The noise
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  Real
Time Noise
Monitoring Station
District |
Station |
Description |
Tin
Hau |
RTN1 |
FEHD Hong Kong Transport Section Whitefield Depot |
North Point |
RTN2 |
Oil Street Community Liaison Centre |
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.
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.
3.1.6.
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.
3.1.7.
Noise baseline
level review was commenced in this reporting period. Detailed review report
showed in
Appendix 3.2.
3.1.8.
Real time noise
baseline level review at night time period (2300 to 0700) was commenced in this
reporting period. Detailed review report showed in
Appendix 3.3.
Air Quality Monitoring Stations
3.2.1.
The air
monitoring stations for the Project are listed and 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  Air
Monitoring Stations
Station ID |
Monitoring Location |
Description |
CMA1b |
Oil Street Community Liaison Centre |
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 |
CMA5a |
Children Playgrounds opposite to
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.
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.
impact monitoring for odour patrol
3.2.5.
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
3.2.6.
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).
3.2.7.
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.
3.2.8.
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.
3.2.9.
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.
3.2.10. The qualified odour patrol member has individual
n-butanol thresholds complied with the requirement of European Standard Method
of Air Quality  Determination of Odour Concentration by Dynamic Olfactometry
(EN13725) in the range of 20 to 80 ppb. The certificate for the qualified odour
panel member is shown in Appendix 4.2.
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.
Water Quality Monitoring Stations
3.3.2.
It is proposed
to monitor the water quality at 9 WSD salt water intakes and 14 cooling water
intakes along the seafront of the Victoria Harbour. The proposed water quality
monitoring stations of the Project are shown in Table 3.4 and Figure 3.1. Appendix 3.1 shows the established
Action/Limit Levels for the monitoring works.
Table
3.4   Marine
Water Quality Stations for Water Quality Monitoring
Station Ref. |
Location |
Easting |
Northing |
WSD Salt
Water Intake |
|||
WSD7 |
Kowloon South |
834150.0 |
818300.3 |
WSD9 |
Tai Wan |
837921.0 |
818330.0 |
WSD10 |
Cha Kwo Ling |
841900.9 |
817700.1 |
WSD15 |
Sai Wan Ho |
841110.4 |
816450.1 |
WSD17 |
Quarry Bay |
839790.3 |
817032.2 |
WSD19 |
Sheung Wan |
833415.0 |
816771.0 |
WSD20 |
Kennedy Town |
830750.6 |
816030.3 |
WSD21 |
Wan Chai |
836220.8 |
815940.1 |
RW1 |
Wan Chai (Reprovision) |
836188.8 |
815911.1 |
Cooling
Water Intake |
|||
C1 |
HKCEC Extension |
835885.6 |
816223.0 |
C2 |
Telecom House |
835647.9 |
815864.4 |
C3 |
HKCEC Phase I |
835836.2 |
815910.0 |
C4e |
Wan Chai Tower and Great Eagle
Centre (Eastern) |
835932.8 |
815888.2 |
C4w |
Wan Chai Tower and Great Eagle
Centre (Western) |
835629.8 |
815889.2 |
C5e |
Sun Hung Kai Centre (Eastern) |
836250.1 |
815932.2 |
C5w |
Sun Hung Kai Centre (Western) |
836248.1 |
815933.2 |
C6 |
World Trade Centre |
837009.6 |
815999.3 |
C7 |
Windsor House |
837193.7 |
816150.0 |
C8 |
City Garden |
837970.6 |
816957.3 |
C9 |
Provident Garden |
838355.0 |
817116.6 |
RC1 |
Proposed
HKAPA Extension |
835487.7 |
815987.7 |
RC5 |
Sun Hung
Kai Centre (Reprovision) |
836291.4 |
816029.7 |
RC7 |
Windsor House (Temporary Dilution) |
837245.2 |
816156.6 |
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.
Water Quality Parameters and frequency
3.3.3.
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. 
3.3.4.
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.
3.3.5.
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
3.5 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
3.5  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.
Enhanced Water Quality
Monitoring in the ex-Wan Chai Public Cargo
Working Area and the
Causeway Bay Typhoon Shelter
3.3.6.
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.
3.3.7.
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 3.6 and
Figure 3.1.
Table
3.6   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 |
3.3.8.
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
3.3.9.
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.
3.3.10.
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 sahll be downloaded daily and
compared with the Action and Limit level determined during the baseline water
qualtiy monitoring at the cooling water intake locations.
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).
Contract no. HY/2009/11  Central  Wanchai Bypass,
North Point Reclamation
4.1.1.
The proposed
division of noise monitoring stations for Contract no. HY/2009/11 are
summarized in Table 4.1 below:
Table 4.1
  Noise Monitoring Stations for Contract no.  /span>HY/2009/11
Station |
Description |
M4b |
Victoria Centre |
M5b |
City Garden |
4.1.2.
There was no
exceedance recorded in reporting quarter. Noise monitoring results measured in
this reporting period are reviewed and summarized. Details of graphical presentation can be
referred in Appendix 4.1. 
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
4.1.3.
The proposed
division of noise monitoring stations are summarized in Table 4.2 below.
Table 4.2
  Noise Monitoring Station for Contract nos. HK/2009/01 and HK/2009/02
Station |
Description |
M1a |
Harbour Road Sports Centre |
4.1.4.
Ten limit level exceedances at M1a on 2, 8, 14 and 24
and 29 June, 5, 13, 19
and 25 July 2011 and 22 August 2011 during construction works at evening time for Contract no. HK/2009/02 in
reporting quarter. Major noise source was contributed from Tonnochy Road and
water sport competition at Wan Chai Training Swimming Pool. The dredging work
was complied with the conditions under valid Construction Noise Permit during
the measurement.
4.1.5.
One Action level
was recorded due to one noise complaint on 26 August 2011 in relation to
HK/2009/01. Details of noise monitoring results and graphical presentation can
be referred in Appendix 4.1.
Contract
no. HY/2009/15 - Central-Wanchai Bypass  Tunnel (Causeway Bay Typhoon Shelter
Section)
4.1.6.
The noise
monitoring for HY/2009/15 was commenced on 10 November 2010. The proposed division of noise monitoring
stations are summarized in Table 4.3 below.
Table 4.3
  Noise Monitoring Station for Contract nos. HY/2009/15
Station |
Description |
M2b |
Noon Gun Area |
M3a |
Tung Lo Wan Fire Station |
4.1.7.
Six Action levels were recorded due to six noise complaints in relation to
HY/2009/15. Details of noise monitoring results and graphical
presentation can be referred in Appendix 4.1.
4.2.1
No construction
activity was conducted during night time period (2300 to 0700) in this
reporting month.
4.2.2
Calibration and
maintenance of real time noise meters were conducted at RTN1 on 5 July 2011
from 0900 to 0930 hours and at RTN2 on 7 July 2011 from 1600 to 1630 hours,
respectively. No monitoring was conducted during the mentioned periods.
Contract no. HY/2009/11  Central
 Wanchai Bypass, North Point Reclamation
4.2.3
The proposed
division of real time noise monitoring stations are summarized in Table
4.4 below. Real time noise monitoring for the filling works under
contract no. HY/2009/11 was commenced on 5 October 2010.
Table 4.4  Real Time Noise
Monitoring Station for Contract no. HY/2009/11
District |
Station |
Description |
Tin Hau |
RTN1 |
FEHD Hong Kong Transport Section
Whitefield Depot |
North Point |
RTN2 |
Oil Street Community Liaison Centre |
4.2.4
Real time noise monitoring results were
reviewed and no project-related Action and Limit level exceedance were recorded
in the reporting period. Details of real time noise monitoring results and
graphical presentation can be referred to Appendix 4.2
Contract no. HY/2009/11  Central  Wanchai Bypass,
North Point Reclamation
4.3.1.
The proposed division of air monitoring stations is summarized in Table
4.5 below.
Table
4.5  Air
Monitoring Stations for Contract no. HY/2009/11
Station |
Description |
CMA1b |
Oil Street Community Liaison Centre |
CMA2a |
Causeway Bay Community Centre |
4.3.2.
Since the
filling work was commenced in mid-August 2010, the 1hr and 24-hr TSP monitoring
were commenced on 12 August and 11 August 2010 respectively. Until the
commencement of the permanent power supply connection at CMA1b on 22 September 2010, the 24hr TSP
at CMA1b was then commenced on 27 September 2010. No exceedance was recorded in
the reporting quarter. Details of noise monitoring results and graphical
presentation can be referred in
Appendix
4.2.
Contract no. HK/2009/01 - Wan Chai Development
Phase II  Central –Wanchai Bypass at HKCEC
4.3.3.
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 4.6 
below. No exceedance was recorded in the reporting period.
Table 4.6
  Air
Monitoring Stations
for Contract
no. HK/2009/01
Station |
Description |
CMA5a |
Children Playgrounds opposite to Pedestrian Plaza |
CMA6a |
WDII PRE Site Office * |
* Remarks: As per the ENPC
meeting in January 2011, the monitoring stations CMA6a - Future AECOM site
office at Work Area was renamed as remark.
Contract no. HK/2009/02 - Wan Chai Development
Phase II  Central  Wan Chai Bypass at WanChai East
4.3.4.
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
4.7 below. No exceedance was recorded in the reporting period.
Table 4.7
  Air
Monitoring Station for Contract no. HK/2009/02
Station |
Description |
CMA4a |
Society for the Prevention of Cruelty to Animals |
Contract
no. HY/2009/15 - Central-Wanchai Bypass  Tunnel (Causeway Bay Typhoon Shelter
Section)
4.3.5.
Air monitoring
was commenced on 15 March 2011 for the land filling work for Contract no.
HY/2009/15.  /span>The proposed division of air monitoring
stations are summarized in Table 4.8 below. No exceedance was
recorded in the reporting period.
Table 4.8
  Air
Monitoring Station for Contract no. HY/2009/15
Station |
Description |
CMA3a |
CWB site office at Wanchai
Waterfront Promenade |
4.3.6.
The odour patrol
along the odour route with 8 sniffing locations was conducted by a qualified
odour patrol member on 11, 25 July, 4 and 23
August 2011 at the
concerned hours (afternoon for higher daily temperature). The odour
intensity detected at 8 locations was found to be from level 0 up to level 1
which were below the Action Level. The details of
the odour patrol results and meteorological conditions and on the date of odour
patrol are shown in Appendix 4.2.
4.3.7.
Additional
sniffing location, OP2a was conducted for the place where is in the new
shoreline of ex-WPCWA (reclamation area) or odour likely detected by the odour
patrol member. The odour patrol route and the sniffing locations are shown in Figure
3.1.
Contract no. HY/2009/11  Central  Wanchai Bypass,
North Point Reclamation
4.4.1.
Water quality monitoring for Contract no. HY/2009/11 was
commenced on 19 March 2010. The proposed division of water monitoring stations
for Contract no. HY/2009/11 is summarized in Table 4.9 below:
Table 4.9  Water Monitoring Stations for Contract no.  /span>HY/2009/11
Station Ref. |
Location |
Easting |
Northing |
WSD Salt Water Intake |
|||
WSD9 |
Tai Wan |
837921.0 |
818330.0 |
WSD10 |
Cha Kwo Ling |
841900.9 |
817700.1 |
WSD15 |
Sai Wan Ho |
841110.4 |
816450.1 |
WSD17 |
Quarry Bay |
839790.3 |
817032.2 |
Cooling Water Intake |
|||
C8 |
City Garden |
837970.6 |
816957.3 |
C9 |
Provident Garden |
838355.0 |
817116.6 |
Contract no. HK/2009/01 - Wan Chai Development
Phase II  Central –Wanchai Bypass at HKCEC
4.4.2.
Water quality monitoring for Contract no. HK/2009/01 was
commenced on 8 July 2010. The proposed division of water monitoring stations is
summarized in Table 4.10 below.
Table 4.10
Water Monitoring Stations for Contract no. HK/2009/01
Station Ref. |
Location |
Easting |
Northing |
WSD Salt Water Intake |
|||
WSD7 |
Kowloon South |
834150.0 |
818300.3 |
WSD19 |
Sheung Wan |
833415.0 |
816771.0 |
WSD20 |
Kennedy Town |
830750.6 |
816030.3 |
Cooling Water Intake |
|||
C1 |
HKCEC Extension |
835885.6 |
816223.0 |
C2 |
Telecom House |
835647.9 |
815864.4 |
C3 |
HKCEC Phase I |
835836.2 |
815910.0 |
C4e |
Wan Chai Tower and Great
Eagle Centre (Eastern) |
835932.8 |
815888.2 |
C4w |
Wan Chai Tower and Great
Eagle Centre (Western) |
835629.8 |
815889.2 |
Remarks:
The water
monitoring stations for the dredging works under Contract No. HK/2009/01 should
also include WSD9, WSD17, WSD 21 and C5 if water quality monitoring at these
locations have not been carried out by others. Similarly, the water monitoring
stations for the dredging works under Contract No. HK/2009/02 should also
include WSD7, WSD9, WSD17, WSD 19, C1, C2, C3 and C4 if water quality
monitoring at these locations have not been carried out by others.
Contract no. HK/2009/02 - Wan Chai Development Wan
Chai Development Phase II  Central  Wan Chai Bypass at WanChai East
4.4.3.
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 4.11 below.
Table 4.11
Water Monitoring Stations for Contract no. HK/2009/02
Station Ref. |
Location |
Easting |
Northing |
WSD Salt Water Intake |
|||
WSD21 |
Wan Chai |
836220.8 |
815940.1 |
Cooling Water Intake |
|||
C5e |
Sun Hung Kai Centre (Eastern) |
836250.1 |
815932.2 |
C5w |
Sun Hung Kai Centre (Western) |
836248.1 |
815933.2 |
Remarks:
The water
monitoring stations for the dredging works under Contract No. HK/2009/01 should
also include WSD9, WSD17, WSD 21 and C5 if water quality monitoring at these
locations have not been carried out by others. Similarly, the water monitoring
stations for the dredging works under Contract No. HK/2009/02 should also
include WSD7, WSD9, WSD17, WSD 19, C1, C2, C3 and C4 if water quality monitoring
at these locations has not been carried out by others.
Contract no. HK/2010/06 - Wan Chai Development
Phase II  Central –Wanchai Bypass over MTR Tsuen Wan Line
4.4.4.
Water monitoring
for Contract no. HK/2010/06 was commenced on 8 March 2011. The proposed division
of water monitoring stations are summarized in Table 4.12 below.
Table
4.12 Water Monitoring Stations for Contract no. HK/2010/06
Station Ref. |
Location |
Easting |
Northing |
Cooling Water Intake |
|||
C2 |
Telecom House |
835647.9 |
815864.4 |
Contract no. HY/2009/15 -
Central-Wanchai Bypass  Tunnel (Causeway Bay Typhoon Shelter Section)
4.4.5.
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 4.13 below.
Table 4.13
Water Monitoring Stations for Contract
no. HY/2009/15
Station Ref. |
Location |
Easting |
Northing |
Cooling Water Intake |
|||
C6 |
Excelsior Hotel |
837009.6 |
815999.3 |
C7 |
Windsor House |
837193.7 |
816150 |
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.
4.4.6.
The enhanced
water quality monitoring at C6, C7, Ex-WPCWA-SW and Ex-WPCWA-SE was commenced
on 13 January 2011. 13 Action level and 6 Limit level exceedances of dissolved
oxygen level at Causeway Bay Typhoon Shelter and ex-Public Cargo Works Area were
recorded.
4.4.7.
During dredging
of the sediment at the south-western corner of the Causeway Bay Typhoon Shelter
between 7 and 28 June 2011, daily
monitoring of suspended solids and 24 hours monitoring of turbidity at the cooling
water intakes at C7 was be
conducted. Due to no power supply from the Windsor House pumping House, there
was no monitoring data in a short period on 7, 12, 13, 14, 15 and 25 June 2011.
No project-related exceedance was recorded in the daily SS monitoring and 24
hours turbidity monitoring.
4.4.8.
As per the
meeting with the representative of Excelsior Hotel and World Trade Centre on 17
May 2011, they confirmed that the seawater intake for The Excelsior was no
longer in use and replaced by the connected permanent water supply from WSD
pipelines since 11 January 2011. Thus, the impact water quality monitoring for
the cooling intake - C6 was terminated effective from 26 May 2011. 
4.4.9.
Water monitoring
results measured in this reporting period are reviewed and summarized in Table
4.14. Details of water quality
monitoring results and graphical presentation can be referred in Appendix
4.3.
Table 4.14
Summary of Water Quality Monitoring Exceedances in Reporting Quarter
Contract no. |
Water Monitoring Station |
Mid-flood |
Mid-ebb |
||||||||||
DO |
Turbidity |
SS |
DO |
Turbidity |
SS |
||||||||
AL |
LL |
AL |
LL |
AL |
LL |
AL |
LL |
AL |
LL |
AL |
LL |
||
HY/2009/11 |
WSD9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD10 |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD15 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
1 |
2 |
|
WSD17 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
C8 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
C9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HK/2009/01 |
WSD19 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD20 |
0 |
0 |
0 |
1 |
1 |
1 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD7 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
C1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
C3 |
0 |
0 |
0 |
1 |
2 |
1 |
0 |
0 |
0 |
4 |
2 |
2 |
|
C4e |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
C4w |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HK/2009/01 & HK/2010/06 |
C2 |
0 |
0 |
0 |
1 |
2 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HK/2009/02 |
C5e |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
C5w |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
WSD21 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HY/2009/15 |
C7 |
0 |
0 |
0 |
0 |
0 |
0 |
2 |
0 |
0 |
0 |
0 |
0 |
Total |
0 |
0 |
1 |
3 |
6 |
3 |
2 |
0 |
0 |
4 |
7 |
4 |
4.4.10.
All exceedances have been investigated and were considered unlikely to be related to
project works. Water monitoring results measured in this
reporting period are reviewed and summarized. 
Details of graphical presentation can be referred in Appendix 4.2.
Contract no. HY/2009/11  Central  Wanchai Bypass,
North Point Reclamation
4.5.1.
Non-inert C&D waste was
disposed in this reporting period. 
Details of the waste flow table are summarized in Table 4.15
Table 4.15 Details
of Waste Disposal for Contract no. HY/2009/11
Waste
Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
NIL |
NIL |
N/A |
Inert C&D materials recycled, m3 |
NIL |
NIL |
N/A |
Non-inert C&D materials disposed, m3 |
438.75 |
443.625 |
SENT Landfill |
Non-inert C&D materials recycled, m3 |
NIL |
NIL |
N/A |
Chemical waste disposed, kg |
N/A |
N/A |
N/A |
Marine Sediment (Type 1  Open Sea Disposal), m3 |
0 (Bulk Volume) |
89,500 (Bulk Volume) |
South of Cheung Chau |
Marine Sediment (Type 1  Open Sea Disposal
(Dedicate Sites) & Type 2  Confined Marine Disposal), m3 |
0  /span>(Bulk
Volume) |
129,200  /span>(Bulk
Volume) |
East of Sha Chau |
4.5.2.
There was no
marine sediment disposed and no dredging work undertaken in the reporting
period. Contractor submitted a letter
dated 20 July 2011 to confirm that the dredging works and dumping operation
were completed.
Contract no. HK/2009/01 - Wan Chai Development Phase II  Central
–Wanchai Bypass at HKCEC
4.5.3.
Inert and non-inert C&D waste was
disposed of for the site preparation works in this reporting period. Details of
the waste flow table are summarized in Table 4.16.
Table 4.16 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 |
306.52 |
6,828.75 |
TKO137 |
Inert C&D materials recycled, m3 |
389.96 |
389.96 |
N/A |
Non-inert C&D materials disposed, m3 |
102.64 |
401.22 |
SENT Landfill |
Non-inert C&D materials recycled, kg |
38,370 |
116,458 |
N/A |
Chemical waste disposed, kg |
1,300 |
3,830 |
N/A |
Marine Sediment (Type 1  Open Sea Disposal) , m3 |
7,106  /span>(Bulk
Volume) |
76,570.2 (Bulk Volume) |
South of Cheung Chau |
Marine Sediment (Type 1  Open Sea Disposal
(Dedicate Sites) & Type 2  Confined Marine Disposal) , m3 |
0 (Bulk Volume) |
12,599 (Bulk Volume) |
East of Cha Chau |
4.5.4.
There were
marine sediments Type 1  Open Sea Disposal disposed in the reporting period. The
maximum dredging rate in Cross Harbour Water Mains marine work zone and HKCEC shoreline zone under Hong Kong
Convention Exhibition Centre (HKCEC) marine work zone are 486m3 per day respectively, which were complied with the recommended maximum
dredging rate per day listed in Table 2 of FEP-02/356/2009.
Contract no. HK/2009/02 - Wan Chai Development Phase II  Central  Wan
Chai Bypass at WanChai East
4.5.5.
Inert and non-inert C&D waste was
disposed of for the site preparation works in this reporting period. Details of
the waste flow table are summarized in Table 4.17.
Table 4.17 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 |
14,112 |
25,635 |
TKO137 |
Inert C&D materials recycled, m3 |
NIL |
NIL |
N/A |
Non-inert C&D materials disposed, m3 |
64 |
168 |
SENT Landfill |
Non-inert C&D materials recycled, m3 |
NIL |
NIL |
N/A |
Chemical waste disposed, kg |
1,104 |
2,115 |
N/A |
Marine Sediment (Type 1  Open Sea Disposal), m3 |
31,378  /span>(Bulk volume) |
150,157 (Bulk Volume) |
South of Cheung Chau |
Marine Sediment (Type 1  Open Sea Disposal
(Dedicate Sites) & Type 2  Confined Marine Disposal), m3 |
9,712 (Bulk Volume) |
104,390  /span>(Bulk
Volume) |
East of Sha Chau |
*
Remarks: The quantities of the disposed sediments have been further clarified
by the Contractor and recorded in the Monthly EM&A Report (Aug 2011). The
cumulative quantity of disposed marine sediment Type I and sediment Types I
& II in last reporting quarter were 118,779m3 and 94,678m3 respectively.
4.5.6.
There were
marine sediments Type 1  Open Sea Disposal and Type 1  Open Sea Disposal
(Dedicate Sites) & Type 2  Confined Marine Disposal marine sediment
disposed in the reporting period at a maximum dredging rate 1,108m3
per day, which was complied with the recommended maximum dredging rate per day
in sub-marine pipeline work zone listed in Table 2 of FEP-03/356/2009.
Contract no. HY/2009/15 - Central-Wanchai
Bypass  Tunnel (Causeway Bay Typhoon Shelter Section)
4.5.7.
Inert and non-inert C&D waste
was disposed of for the site preparation 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. HY/2009/15
Waste
Type |
Quantity this quarter |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
9,546.4 |
9,549.9 |
Tuen Mun Area 38 |
58.7 |
58.7 |
TKO137 FB |
|
Inert C&D materials recycled, m3 |
0 |
184.0 |
To Contract HY/2009/11 |
29 |
29 |
Ex-PCWA |
|
Non-inert C&D materials disposed, m3 |
65.1 |
104.5 |
SENT Landfill |
Non-inert C&D materials recycled, kg |
190 |
13,815 |
N/A |
Chemical waste disposed, kg |
2,000 |
2,000 |
N/A |
Marine Sediment (Type 1  Open Sea Disposal) , m3 |
13,155 (Bulk Volume) |
27,663 (Bulk Volume) |
N/A |
Marine Sediment (Type 1  Open Sea Disposal (Dedicate
Sites) & Type 2  Confined Marine Disposal) , m3 |
10,240 (Bulk Volume) |
142,042  /span>(Bulk
Volume) |
East of Sha Chau |
Marine Sediment (Type 3  Special Treatment /
Disposal contained in Geosynthetic Containers) |
0 |
2,750 (Bulk Volume) |
East of Sha Chau |
4.5.8.
Due to the late
notification of the Contractor on the quantities of disposed Type I sediment,
quantities from February 2011 to reporting quarter were included in Monthly
EM&A Report for June 2011.
4.5.9.
There were
marine sediments Type 1  Open Sea Disposal (Dedicate Sites) & Type 2  
Confined Marine Disposal marine disposed from the dredging works at TCBR and TPCWA in the reporting period at a maximum dredging rate 1,025m3
per day, which was complied with the recommended maximum dredging rate per day
in shoreline zone listed in Table 2 of FEP-04/356/2009.
Contract
no. HK/2010/06 - Wan Chai Development Phase II  Central –Wanchai Bypass over
MTR Tsuen Wan Line
4.5.10. No C&D waste was disposed of for the site preparation 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/2010/06
Waste Type |
Quantity this month |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
Inert C&D materials disposed, m3 |
NIL |
NIL |
N/A |
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 |
600 |
600 |
N/A |
Marine Sediment (Type 1  Open Sea Disposal), m3 |
0 (Bulk Volume) |
2,338 (Bulk Volume) |
South Cheung Chau |
Marine Sediment (Type 1  Open Sea Disposal (Dedicate
Sites) & Type 2  Confined Marine Disposal) , m3 |
0 (Bulk Volume) |
11,165 (Bulk Volume) |
East Sha Chau |
4.5.11. Contractor clarified that there was 4,674m3
Type 1  Open Sea Disposal (Dedicate Sites)
& Type 2  Confined marine sediment disposed in May 2011. Thus, the cumulative disposed Type 1  Open Sea Disposal (Dedicate Sites) &
Type 2  Confined marine sediment was 11,165m3.
4.5.12. There was no marine sediment 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
Ten limit level exceedances at M1a on 2, 8, 14 and 24 and 29 June,
5, 13, 19 and 25 July 2011 and 22 August 2011 during construction works at
evening time for Contract no. HK/2009/02 in reporting quarter. Major noise
source was contributed from Tonnochy Road and water sport competition at Wan
Chai Training Swimming Pool. The dredging work was complied with the conditions
under valid Construction Noise Permit during the measurement.
5.1.2
Seven Action
levels were recorded due to seven
recorded noise complaints on 10, 23 and 27 July 2011, 8 and 26 August 2011
5.2.1
No
project-related exceedance was recorded in the real-time noise results in
reporting quarter.
5.3.1.
No exceedance
was recorded in the reporting quarter.
5.4.1.
The summary of
water quality exceedances recorded in reporting quarter is presented in the Table
5.1.
Table 5.1  Summary of Water Quality Monitoring Exceedances in Reporting
Quarter
Contract
no. |
Water Monitoring Station |
Mid-flood |
Mid-ebb |
||||||||||
DO |
Turbidity |
SS |
DO |
Turbidity |
SS |
||||||||
AL |
LL |
AL |
LL |
AL |
LL |
AL |
LL |
AL |
LL |
AL |
LL |
||
HY/2009/11 |
WSD9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD10 |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD15 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
1 |
2 |
|
WSD17 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
C8 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
C9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HK/2009/01 |
WSD19 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD20 |
0 |
0 |
0 |
1 |
1 |
1 |
0 |
0 |
0 |
0 |
0 |
0 |
|
WSD7 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
C1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
C3 |
0 |
0 |
0 |
1 |
2 |
1 |
0 |
0 |
0 |
4 |
2 |
2 |
|
C4e |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
C4w |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HK/2009/01 & HK/2010/06 |
C2 |
0 |
0 |
0 |
1 |
2 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HK/2009/02 |
C5e |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
C5w |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
|
WSD21 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
HY/2009/15 |
C7 |
0 |
0 |
0 |
0 |
0 |
0 |
2 |
0 |
0 |
0 |
0 |
0 |
Total |
0 |
0 |
1 |
3 |
6 |
3 |
2 |
0 |
0 |
4 |
7 |
4 |
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.
5.4.2.
All
exceedances have been investigated and were considered unlikely to be related to
project works.
5.4.3.
There was no
non-compliance from the site audits in the reporting period. During
environmental site inspections conducted during the reporting quarter, minor
deficiencies were noted.
5.6.1.
No
project-related non-compliance from monitoring was recorded in the reporting
period.
5.7.1.
There was no particular
action taken since no project-related non-compliance was recorded from the site
audits and environmental monitoring in the reporting period.
6.0.1.
There were ten environmental
complaints received in this quarter.
6.0.2.
In
June 2011, there was one odour complaint received on 9 June 2011 regarding an
odour nuisance suspected generating from the discharge point  Channel T at
Watson Road in part of the site area was related to CWB under Contract no.
HY/2009/11. During the weekly site inspection on 7 and 17 June 2011, there was
no any odour impact detected in the site area. According to the site record,
there was muddy water discharged from the unknown source at upstream of Channel
T during heavy rainstorm. No any site surface runoff to the Channel T and out
of site boundary was observed in the inspection. In order to prevent muddy
water washing out to the water body under heavy rainstorm, a silt curtain was
installed at the outfall of the channel by Contractor. Besides, regular removal
of refuse in the channel has been conducted by Contractor. A further site
investigation on 28 June 2011 revealed that no odour nuisance was detected at the
upstream of the Channel T and no source of odour nuisance was identified at
site. As such, it was concluded that the source of odour nuisance was not
related to the Project works.
6.0.3.
Although
no source of odour nuisance was identified at site, the muddy water and dirt
from the unknown source at upstream of Channel T may cause a potential smell
during low tide and low water flow. Contractor was reminded to remove the silt
curtain at the channel on non-rainy day so as to avoid the accumulation of the
sediment and dirt in the water channel.
6.0.4.
In
July 2011, there were six environmental complaints received on 9, 10, 23 and 27
July 2011.
6.0.5.
A complaint letter to
Contractor HY/2009/11was raised by Cayley Property Management Limit on 9 July
2011 regarding a series of pump breakdown events at seawater intake of City
Garden on 4, 6, 7 and 8 July 2011. A lot of rubbish such as plastic bags, nylon
bags, nylon-wire mesh was observed sucking from the seawater intake at the
seawater front of Block 7 of City Garden affecting the operation of seawater
pump plant. Contractor conducted formation works for installation of caisson
seawall at C27, C28, C29 and C30 on 4, 6, 7 and 8 July 2011 and no dredging
work was conducted during this time period. Water mitigation measures of an 80m
long silt curtain at the site boundary in front of City Garden Relocation of
silt curtain and silt curtain at the outfall of the channel were provided and
maintained to accommodate the site works. All vessels are equipped with rubbish
collection facilities and disposed the rubbish regularly. Also, daily cleaning
actions had been taken by contractor to minimize floating refuse within the
site boundary.
6.0.6.
Referring to the record
provided by Cayley Property Management Limit, the trapped rubbish was unlikely
generated from the construction works. Moreover, it has been reported several
times that discharge from outfall pipeline near the intake pump was observed.
It was considered that complaint is not related to Project works.
6.0.7.
An ICC complaint
no.1-301520309 was received at 00:56 on 10 July 2011. There was complained a
derrick barge unloading rockfill material off the shore facing the Harbour
Grant HK Hotel. Also, the same complaint was raised by District Councillor, Mr.
Wong on 11 July 2011. ET confirmed with the Resident Site Staff that the
complaint was referred to Contract HY/2009/15 for the loading and unloading of
fill material at two barges operation in the sea at around 300m adjacent to
Island Eastern Corridor (Oil Street Chainage) where is outside the Site of HY/2009/15
in the period of around 19:45 on 9 July to 1:00 on 10 July 2011.
6.0.8.
The material loading and
unloading operation processed in restricted hours was checked without a valid
CNP. It was found that the operation was due to an unexpected water leakage of
the hopper barge and consideded as an incident. According to the incident
report provided from RSS on 20 July 2011, the barge S22 was inclined slightly
at around 19:30 on 9 July and slightly water leakage might occur. Due to marine
safety concern, the hopper barge would open the hopper to release the contained
materials in order to reduce the weight and stablize the barge. In consider of
slight water leakage, the operator decided to use the nearby Derrick Barge ST32
to help for unload the general fill materials first and the unloading operation
was started at around 7:45pm, and end at around 1:00 am. Contractor was
reminded to provide frequent check of vessel condition so as to prevent
recurrent by barge defect.
6.0.9.
The noise complaint via 1823 (ICC no. 1-304013959) by Ms. Yau,
the resident at Victoria Centre on 23 July 2011 in last reporting month, she
complained that noise impact was generated from the operations at the
reclamation area of Causeway Bay Typhoon Shelter at 7am while most of the
residents at Victoria Centre were sleeping. RSS confirmed to start the rock
breaking activities at 8m as a mitigation measure to minimize the noise
nuisance in the vicinity of the residents. Further investigation revealed that
no construction noise exceedance was recorded at noise monitoring station of
Victoria Centre on 25 July and 4 August 2011 during daytime period while
breaking and excavation works were undertaken during monitoring. In conclusion,
it was related to the construction works under Contract HY/2009/15 and mitigation
measure was provided. No further complaint from complainant was received after
proposed the mitigation measure.
6.0.10. A noise impact complaint ICC no. 1  03887687 was received by
ET on 28 July 2011. It was complained by a resident Ms. Law at Block 1,
Victoria Centre on 23 July 2011. She concerned that Highways Department
published a notice in their Management Office about construction works will be
conducted at 0700 hours during July to December 2011 including Saturday, Sunday
and public holiday. RSS confirmed that the notice was prepared by Victoria
Centre‘s Management office to their resident and advice was only given on the
extension construction works to 7am-9pm Monday to Saturday except Public
Holidays and Sundays. As a mitigation measure to minimize the noise nuisance in
the vicinity of the residents, rock breaking activities will be started at 8am
and is expected to be completed by mid-August 2011. The complainant was
satisfied with the arrangement and no further complaint was received after proposed
measures. Further investigation revealed that no construction noise
exceedance was recorded at noise monitoring station of Victoria Centre on 19
and 25 July 2011 during daytime period while breaking and excavation works were
undertaken during monitoring. In conclusion, it was related to the construction
works under Contract HY/2009/15 and mitigation measure was provided. No further
complaint from complainant was received after proposed the mitigation measure.
6.0.11. A noise impact complaint ICC no. 1  04616162 was received by
ET on 28 July 2011. It was complained by Mr. Law from Victoria Centre
Management Office on 27 July 2011 regarding construction noise generated by the
construction operations of Central-Wanchai Bypass at noon rather than in
morning at 7am. RSS confirmed to start the rock breaking activities at 8m as a
mitigation measure to minimize the noise nuisance in the vicinity of the
residents. Further investigation revealed that no construction noise exceedance
was recorded at noise monitoring station of Victoria Centre on 25 July and 4
August 2011 during daytime period while breaking and excavation works were
undertaken during monitoring. In conclusion, it was related to the construction
works under Contract HY/2009/15 and mitigation measure was provided. No further
complaint from complainant was received after proposed the mitigation measure.
6.0.12. Another noise
complaint via 1823 (ICC no.1-304615409) by Ms. Chiu on 27 July 2011,
she complained on the construction noise generated from the construction operations
of Central-Wanchai Bypass in the morning at 7am rather than at noon. RSS
confirmed to start the rock breaking activities at 8m as a mitigation measure
to minimize the noise nuisance in the vicinity of the residents. Further
investigation revealed that no construction noise exceedance was recorded at
noise monitoring station of Victoria Centre on 25 July, 4 and 10 August 2011
during daytime period while breaking and excavation works were undertaken
during monitoring.
6.0.13. In August 2011, there were three
environmental complaints received on 8, 10 and 26 August 2011.
6.0.14. The complainant, Ms.
Chiu did not satisfy with the response on her complaint on 27 July (ICC
no.1-304615409) regarding the noise nuisance from the rock-breaking during morning in
front of Victoria Centre. She has further complained via 1823 on 8 August 2011. Highways
contacted the complainant on 15 August 2011 that the noisy rock breaking
operation had been completed. No further complaint from complainant was
received after the liaison. In conclusion, it was related to the construction
works under Contract HY/2009/15 and mitigation measure was provided.
6.0.15. An ICC complaint no. 1  306740207 was received on 10 August
2011. The complainant, Mr. Yip complained that muddy water was discharged from
work site to the seafront near Oil Street during heavy rain. According to the
Hong Kong Observatory, there was amber rainstorm on August 2011. Confirmed with
RE, muddy water was caused by a heap of earth being washed to the sea by heavy
rain. The heap of earth was referred as a small stockpile placed close to the
seafront in front of Oil Street within the site area under handover transition
period from contract HY/2009/11 to contract HY/2009/19. The necessary
mitigation measures to protect the small stockpile against rainfall were
missing at the time of complaint. The stockpile at the seafront near Oil Street
had been removed. The cause of the complaint is still under investigation
between ET and RSS of CWB. To avoid any further environmental deficiency, Contractors
shall ensure all necessary environmental mitigation measures will not be
missing during site area handover.
6.0.17. Investigation revealed that the erected noise barriers (
6.0.18.
The details of cumulative complaint log and summary
of complaints are presented in Appendix
6.1.
6.0.19. No
notification of summons or prosecution was received in the reporting period. 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 |
11 |
Jun - Aug 2011 |
10 |
Project-to-Date |
21 |
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 |
6.0.20. According to the information
provided by Contractor HK/2009/02 on 7 July 2011, a short dumping incident
vessel Hang Yang 862 (hereafter referred to as “Hang Yang  under Contract
HK/2009/02 was recorded on 6 June 2011 at around 12:13p.m. Hang Yang was
approved to include as an additional vessel in Permit no. EP/MD/11-093 (Valid
period between 28 April to 28 May 2011) by EPD on 28 April 2011. It was called
in by the JV for dumping works on 25 May 2011 when it was still valid under
EP/MD/11-093. However, due to unanticipated slow working progress, the loading
of marine deposits onto Hang Yang was not completed until 6 June 2011. Due to
the expiry of Permit no. EP/MD/11-093, the Contractor renewed a new Permit
EP/MD/12-012 for 2 hopper barges (B21521V and B21637V) for the period from 29
May to 28 November 2011 which were not included the Hang Yang. Hence, the
dumping works by Hang Yang on 6 June 2011 was considered as short dumping.
6.0.21. The Contractor HK/2009/02
reviewed and enhanced the communication mechanism between the office staff and
frontline site staff on the checking all legal documents pertaining to any
marine dumping prior to the departure of vessels from the site. No vessel will
be allowed to depart to any dumping site in the absence of a copy of valid
dumping permit personally inspected by the foreman-in-charge. Regular internal
audits on the checking system and the standard form of “Hopper Barge Departure
Inspection Checklist shall be implemented as proposed remedial measures.
6.0.22.
A suspected breach of dumping permits condition under EP/MD/12-012 and
EP/MD/12-033 was concerned by EPD regarding the excavated construction
material spilled into the sea during the loading process at Contract HK/2009/02
construction site on 4 and 8 July 2011. A warning letter was issued to the
Contractor HK/2009/02 by EPD on 14 July 2011 to require the Contractor to
comply with the permit requirement and step up the improvement measures on the
loading and dumping operations for the full compliance of the permit condition.
Contractor have taken action and implemented the following enhancement measures:
 - Slow
down the up-lifting speed for the skipping of dump truck during unloading
process;
 - Filter
excess fluid from excavated materials before loading into the dump truck; and
 - Erection of protective screen at the edge of the
barge to avoid excavated material spilling into the sea during loading process
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, Central-WanChai Bypass and
Island Eastern Corridor Link projects.
7.0.2.
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 at Reclamation Shoreline Sub-zones
under Wan Chai Development Phase II were the filling works at NPR1, NPR2E,
NPR2W, WCR1, HKCEC1, TPCWAE and TCBR1E, dredging at TCBR1W, Submarine sewage
pipeline, seawall block construction at TCBR1W, navigation channel and mooring
area and Cross Harbour Water Mains, and marine works at MTR Tunnel Crossing in
the reporting month. The major environmental impact was water quality impact at
North Point, Causeway Bay and Wan Chai.
7.0.3.
The major environmental impacts generated from the
filling work at Central Reclamation Phase III were only located along the
coastline of Central and Admiralty. As no project related exceedance was
recorded in the Project, it was considered no adverse environmental impact
caused by the Project works. Thus, it is evaluated the cumulative construction
impact from the concurrent projects including Wan Chai Development Phase II and
Central Reclamation Phase III 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.
8.0.2.
No non-compliances
were noted and no prosecutions were received during the reporting quarter.
8.0.3.
The
construction programmes of individual contracts are provided in Appendix 8.1.