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Contract
No: HK/2011/07 Wanchai Development Phase II and Central Wanchai
Bypass Sampling, Field Measurement and
Testing Work (Stage 2) Environmental
Permit no. EP-356/2009, Further
Evironmental permit nos. fep-02/356/2009, FEP-03/356/2009, Fep-04/356/2009,
fep-05/356/2009, Fep-06/356/2009 and FEP-07/356/2009 Quarterly Environmental Monitoring
and Audit Report
- March 2014 to May 2014 -
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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 |
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DATE: |
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June 2014 |
2.2 Scope
of the Project and Site Description
2.3 Division of the Project
Responsibility
2.4 Project Organization and Contact
Personnel
2.5 Principal
Work and Activities
4.2. Real Time Noise Monitoring Results
5.2. Real-time Noise Monitoring
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 Principal Work
Activities for Contract no. HK/2009/01
Table II Principal Work
Activities for Contract no. HK/2009/02
Table III Principal Work
Activities for Contract no. HY/2009/15
Table IV Principal Work Activities for Contract no. HK/2010/06
Table V Principal Work
Activities for Contract no. HY/2009/19
Table VI Principal Work Activities for Contract no. HK/2012/08
Table VII Principal Work Activities for Contract no. HY/2010/08
Table 2.1 Schedule 2 Designated
Projects under this Project
Table 2.2 Details of Individual
Contracts under the Project
Table 2.3 Contact Details of
Key Personnel
Table 2.4 Principal Work Activities for Contract no. HK/2009/01
Table 2.5 Principal Work Activities for Contract no. HK/2009/02
Table 2.6 Principal Work
Activities for Contract no. HY/2009/15
Table 2.7 Principal Work
Activities for Contract no. HK/2010/06
Table 2.8 Principal Work Activities
for Contract no. HY/2009/19
Table 2.9 Principal Work Activities for Contract no. HK/2012/08
Table 2.10 Principal Work Activities for Contract no. HY/2010/08
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
3.7 Marine Water Quality Stations for Additional DO
Monitoring
Table 4.1 Noise Monitoring Station for Contract nos. HK/2009/01
and HK/2009/02 and HK/2010/06
Table 4.2 Noise Monitoring
Station for Contract nos. HY/2009/15
Table 4.3 Noise Monitoring Stations for Contract no. HY/2009/19
Table 4.4 Real Time Noise
Monitoring Station for Contract no. HY/2009/11 and HY/2009/19
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 Air Monitoring Stations for Contract no. HY/2009/19
Table 4.10 Water Monitoring
Stations for Contract no. HY/2009/11
Table 4.11 Water Monitoring Stations for Contract no. HK/2009/01
Table 4.12 Water Monitoring Stations for Contract no. HK/2009/02
Table 4.13 Water Monitoring Stations for Contract no. HK/2010/06
Table 4.15 Water Monitoring Stations for
Contract no. HY/2009/19
Table 4.15a Summary of
Enhanced Dissolved Oxygen Monitoring Exceedances in Reporting period
Table 4.16 Summary of Water Quality Monitoring Exceedances in Reporting
period
Table 4.17 Details of Waste Disposal for Contract no. HK/2009/02
Table 4.18 Details of Waste Disposal for Contract no. HK/2009/01
Table 4.19 Details of Waste Disposal for Contract no. HK/2009/02
Table 4.20 Details of Waste Disposal for Contract no. HY/2009/15
Table 4.21 Details of Waste Disposal for Contract no. HK/2010/06
Table 4.22 Details
of Waste Disposal for Contract no. HY/2009/19
Table 5.1 Summary of Water Quality Monitoring
Exceedances in Reporting period
Table 5.1a Summary of Enhanced Dissolved Oxygen
Monitoring Exceedances in Reporting period
Table 6.1 Cumulative Statistics
on Complaints
Table 6.2 Cumulative Statistics
on Successful Prosecutions
lIST OF FIGUREs
Figure
2.1 Project Layout
Figure
2.2 Project Organization Chart
Figure 3.1 Locations of Environmental
Monitoring Stations
lIST OF APPENDIces
Appendix
2.1 Environmental Mitigation
Implementation Schedule
Appendix 3.1 Action and Limit Level
Appendix
4.1 Noise Monitoring
Graphical Presentations
Appendix
4.2 Air Quality Monitoring
Graphical Presentations
Appendix
4.3 Water Quality Monitoring
Graphical Presentations
Appenidx
4.3a Additional Dissolved Oxygen Monitoring
Results
Appendix 4.4 Real-time Noise Monitoring Results and Graphical Presentations
Appendix 5.1 Event Action Plans
Appendix 6.1 Complaint Log
Appendix 7.1 Construction Programme of
Individual Contracts
Construction Activities for the
Reported Period
Table I Principal Work Activities for Contract
no. HK/2009/01
|
March 2014 |
April 2014 |
May 2014 |
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Ÿ Stage 1
tunnel excavation work to -5.5 mPD including ELS works for 2nd layer. Bay 5
and Bay 6 blinding layers. Ÿ Ground
treatment works and guide wall construction at the promenade deck area after
demolition of the existing pump house. Ÿ Installation
of pre-bored H-piles. Ÿ The construction
of Dwall at C1/C2 interface and CSD for pipe pile wall P2 in Area 8.. Plant
demobilization. All silos and plants for previous Dwall construction. Ÿ Road
diversion works for the construction of temporary road at Expo Drive East. UU
diversion at both south and north junction. Ÿ Cooling
mainlaying works for BI, BG & BF. Works at Expo Drive East. Zone C1-5.
Zone C2- 2, C1-7 and C1-9. Zone C1-1 after the approval of new XP. Night
works at Fleming Road, Zone X1-2 and X1-3 Ÿ Salt
watermain laying works for S8B along Convention Avenue. Zone A1-5A3 night
works at the carriageway of Grand Hyatt hotel would be completed at the end
of Mar 2014. Ÿ Sewer
works near the junction of Fenwick Pier Street and Convention Avenue. The
sewage alignment at Zone A3-2C, A3-5D and A3-4D by the Engineer since it had
been found conflict with the previously laid cooling mains. Ÿ
Remedial works and tree transplanting at Tsim
Sha Tsui site B (near Salisbury Garden). |
Ÿ New
temporary road for diversion of Expo Drive East. Ÿ Stage 1
tunnel excavation work down to -10 mPD. Further trimming for C3 interface.
Bay 6 base slab of 950 m3 concrete, and the side wall and mid wall construction.
The concrete pouring for Bay 5. Ÿ Installation
of pre-bored H-piles. In Stage 2, there were 2 nos. of piles at exhaust duct
area (P10 & P24) and 3 nos. of piles at tunnel (P242, P244 & P246).
In Stage 3, there were 5 nos. of pile casings (P252, P254, P348, P421 and
P422). Ÿ Construction
of D-wall for the remaining south D-wall panels at Stage 2. Panel WS05 and
WS02. The target production rate of 1 panel per week. Ÿ Discharge
cooling mainlaying works for BI, BG & BF. Junction areas with concerns
that might in conflict to the route of new temporary road for Zone C1-7 and
X1-4A before the temporary road opening. Ÿ Saltwater mainlaying
works for S8B. Zone A5-4 and A5-6 at Harbour Road. Zone A1-5A3 and A1-5A2 at
Convention Avenue near Grand Hyatt hotel. Ÿ Tree transplanting
at the planter areas near Hong Kong Culture Centre at Tsim Sha Tsui. Ÿ Trimming
works at Fairway |
Ÿ Demolition
work of the existing Expo Drive East Bridge Ÿ Trench
excavation at both northern and southern ends of existing Expo Drive East
Bridge. Watermain laying and ducting works which including NWT, PCCW,
WT&T and HGC. The remaining utilities diversion including HK Electric and
Town gas. Ÿ Stage 1
tunnel blinding layer. Rebar fixing work and Bay 4 & 2 were to be cast.
The overall programme of Stage 1 tunnel structure work. Excavation &
fabrication at tunnel Stage 2 for the initial work of installation of 12m of
1st layer of the northern waling. Ÿ Installation
of pre-bored H-piles at the HKCEC water channel by tunnel team. Ÿ Installation
of pre-bored H-piles at the area adjacent to new temporary road by marine
team. Ÿ Construction
of D-wall for the remaining south D-wall panels at Stage 2. The last panel
TW01. Ÿ Discharge
cooling mainlaying works for BI, BG & BF. The outstanding pipes were laid
over Expo Drive East northbound. Ÿ Saltwater
mainlaying works for S8B. Works at Convention Avenue near Grand Hyatt hotel.
The remaining works at Convention Avenue near Renaissance Harbour View hotel. Ÿ As the
size of existing manhole was the same, proposal of omission of MH7.16 was
submitted to the Engineer for consideration in order to facilitate the works
and minimize the disturbance to the existing traffic. The remaining 5m sewage
pipe to the upstream would be connected to the existing manhole. Ÿ Trimming
works at Fairway was substantially completed. Self-check and IHS. Ÿ The
removal work for abandoned equipment at lower portion of existing P3 & P4
pump houses. Pumping facilities was now arranging and those work at lower
portion would be removed by saw cutting method by end of May 2014. Ÿ The
removal work for abandoned equipment for existing P7 & P9 pump houses
concurrent with pump house demolition. |
Table II Principal Work Activities for Contract no.
HK/2009/02
|
March 2014 |
April 2014 |
May 2014 |
|
Section
III Ÿ Installation
of steel post for the proposed covered walkway was commenced on 13 Mar 14. Ÿ Modification
of road junction between Expo Drive and Expo Drive East was in progress. Sections
IVA, IVB & IVC Ÿ The wall
and top slab of 8x8 pit. The
backfilling work together with the shaft construction. Ÿ P7, P8
& P9 Cooling Water Pumping Stations was handed over to the Owner. Ÿ The cable
relocation for cooling water pumping station . Section
V Ÿ Replacement
the defected gasket for the DN800 collar joint. Ÿ Commissioning
of the new Salt Water Intake System. Ÿ WSD Salt
Water Pumping Station was handed over to WSD. Ÿ Removal of
DN600 temporary discharge pipe. Ÿ Installation
of Boundary wall and the main gate installation. Ÿ Defect
rectification works and other outstanding ABWF Works in WSD Salt Water
Pumping Station. Section
VII: Ÿ The finial
pour of manhole MH2. Ÿ CCTV
inspection between manhole MH2 and SLO-03, SLO-03 and drain outlet of DN1050
drain. Ÿ Reinstatement
of existing manhole up to top slab at the upstream of Box Culvert N1. Section
VIIIA: Ÿ Fire
services fresh watermains to Ferry Pier was connected and certified by WSD. Ÿ 2nd Fire
Service Department Inspection was carried out on and had to be followed up as
requested by FSD. Ÿ T&C of
Movable Ramp. Ÿ At
Observation Deck Level, re-installation the glass of disabled lift and the
scaffolding erection for roof canopy cladding installation. Installation of
roof canopy cladding, tempered glass balustrade, seating base plates and
steel frames, and tiling to planter walls. Section
XI: WCR4/TWCR4
Reclamation: Ÿ Further
reclamation to WCR4/TWCR4 by derrick barge. Work
related to HHR Flyover Diversion (Stage 2): Ÿ All 21
nos. mini-piling works for the foundation of Bridge 3. Ÿ The
loading test of M7 mini-pile. Kentledge dismantling. Ÿ Excavation
to pile cap level of mini-piles. Ÿ Welding
for the steel plate on mini-pile heads |
Section
III Ÿ Installation of steel post for the
proposed covered walkway. Ÿ Modification
of road junction between Expo Drive and Expo Drive East. Sections
IVA, IVB & IVC Ÿ The shaft
of 8x8 pit and the backfilling work. Ÿ The cable
relocation for cooling water pumping station. The backfilling works. Ÿ Equipment
removal of existing P8 Cooling Water Pumping Station. Section
V Ÿ Temp DN600
discharge pipe at inspection chamber. Ÿ The
reprovisioned WSD Salt Water Pumping Station, the Salt Water Intake Culvert
and DN800 salt water delivery main were started their permanent function
after capping the existing pipe. Ÿ WSD handed
over the abandoned Wan Chai Salt Water Pumping Station at Hung Hing Road to CWCRGLJV. Ÿ Defect
rectification works and other outstanding ABWF Works in WSD Salt Water
Pumping Station. Section
VII: Ÿ Removal of
the temporary bulkhead at FRP-N drain. Ÿ Pre-inspection
for the FRP-N drain and the reinstated existing manhole of SMH7007315 was
done with DSD. DSD had no adverse comment. Section
VIIIA: Ÿ At 1/F of
Reprovisioned Wan Chai Ferry Pier, Gridline 10 -14 was handed over to Star
Ferry. Ÿ T&C of
Movable Ramp. Work
related to HHR Flyover Diversion (Stage 2): Ÿ Steel
fixing for the pile cap. Ÿ The
backfilling works. Ÿ Fabrication
of temp bridges in fabrication yard in the Mainland China |
Section
III Ÿ Installation
of street light ducting. Ÿ Installation
of steel posts for the proposed covered walkway. Ÿ Modification
of road junction between Expo Drive and Expo Drive East. Sections
IVA, IVB & IVC Ÿ The
backfilling works to cable trench at Ex-Pet Garden. Ÿ The backfilling
work at 8x8 pit. Ÿ The
backfilling works of cable relocation for cooling water pumping station. Ÿ Equipment
removal and demolition of existing P8 Cooling Water Pumping Station. Section
V Ÿ The wall
and top slab of combined washout & inspection chamber at CHS Ÿ Defect
rectification works and other outstanding ABWF Works in WSD Salt Water
Pumping Station. Marine
Works at WCR2: Ÿ Removal of
marine mud for remaining reclamation at WCR2. Work
related to HHR Flyover Diversion (Stage 2): Ÿ Erection of
steel supporting frame for Bridge 3. Ÿ Excavation
for modification of D-Wall to support Bridge 2. Ÿ Fabrication
of temp bridges was in progress in fabrication yard in the Mainland China. Demolition
Works: Ÿ Equipment
removal and demolition of existing P8 Cooling Water Pumping Station at Ex-Pet
Garden. Ÿ Equipment
removal at existing WSD Salt Water Pumping Station at Hung Hing Road. Ÿ
|
Table III
Principal Work Activities for
Contract no. HY/2009/15
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Construction
of EVA |
Ÿ Construction
of EVA |
Ÿ EVA
construction at Eastern Breakwater Ÿ Reinstatement
of Eastern Breakwater Ÿ De-silting
Works at TPCWAW Ÿ Removal of
Seawall Blocks at TS2 |
Table IV Principal
Work Activities for Contract no. HK/2010/06
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Nil |
Ÿ Nil |
Ÿ Nil |
Table V Principal Work Activities for Contract no.
HY/2009/19
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Removal of
strut at ELS Ÿ Removal of
marine platform Ÿ Construction
of Dolphin Cap Ÿ ELS, EVB
and Cut & Cover Tunnel Ÿ Installation
of dewatering well Ÿ Laying of
1500f pipe Ÿ Launching
of segments Ÿ Extraction
of temporary pile from marine section Ÿ Construction
of bridge TA1 Ÿ
Pre-bored H-pile for Admin. Building |
Ÿ Removal of
strut at ELS Ÿ Removal of
marine platform Ÿ Construction
of Dolphin Cap Ÿ ELS, EVB
and Cut & Cover Tunnel Ÿ Installation
of dewatering well Ÿ Laying of
1500f pipe Ÿ Launching
of segments Ÿ Extraction
of temporary pile from marine section Ÿ Construction
of bridge TA1 Ÿ Pre-bored
H-pile for Admin. Building Ÿ U-beam
installation Ÿ Parapet
construction Ÿ Wing slab
extension for segment Ÿ Construction
of TD bridge |
Ÿ Removal of
strut at ELS Ÿ Removal of
marine platform Ÿ Construction
of Dolphin Cap Ÿ ELS, EVB
and Cut & Cover Tunnel Ÿ Installation
of dewatering well Ÿ Laying of
1500f pipe Ÿ Launching
of segments Ÿ Extraction
of temporary pile from marine section Ÿ Construction
of bridge TA1 Ÿ Pre-bored
H-pile for Admin. Building Ÿ U-beam
installation Ÿ Parapet
construction Ÿ Wing slab
extension for segment Ÿ Construction
of TD bridge |
Table VI Principal
Work Activities for Contract no. HK/2012/08
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March 2014 |
April 2014 |
May 2014 |
|
Ÿ ELS for
box culvert La at Lung King Street Ÿ Filling
for seawall rock mound formation Ÿ Filling
for reclamation Ÿ Works for
abandoning submarine sewerage outfall and watermain Ÿ Installation
of caisson seawall unit Ÿ |
Ÿ ELS for
box culvert La at Lung King Street Ÿ Filling
for seawall rock mound formation Ÿ Filling
for reclamation Ÿ Works for
abandoning submarine sewerage outfall |
Ÿ ELS for
box culvert La at Lung King Street Ÿ Filling
for seawall rock mound formation Ÿ Filling
for reclamation |
Table
VII
Principal Work
Activities for Contract no. HY/2010/08
|
March 2014 |
April 2014 |
May 2014 |
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Ÿ Nil |
Ÿ Nil |
Ÿ Nil |
Noise Monitoring
Real-time Noise Monitoring
Air Quality Monitoring
CMA1b: from 3 April 2014 to 4 April 2014; from 8,
14 and 20 to 9, 15 and 21 May 2014
CMA3a: from 9 April 2014 to 10 April 2014
CMA4a: from 21 April 2014 to 22 April 2014; from 2
and 9 May 2014 to 3 and 10 May 2014
Water Quality Monitoring
xxxi.
No DO
exceedances, 1 turbidity exceedance and 1 SS exceedance were recorded during
mid-flood while no DO exceedance, 9 turbidity exceedances and 1 SS exceedance
were recorded during mid-ebb in the reporting quarter. All the exceedances were
concluded as non-project-related. The details of the recorded exceedances can
be referred to the Section 5.4.
Complaints, Notifications of
Summons and Successful Prosecutions
1.1.1.
Lam
Geotechnics Limited (LGL) has been appointed to work as the Environmental Team
(ET) under Environmental Permit no. EP-356/2009 and Further Environmental
permit nos. FEP-02/356/2009,
FEP-03/356/2009,
FEP-04/356/2009, FEP-05/356/2009, FEP-06/356/2009 and FEP-07/356/2009 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 “Environmental
Monitoring and Audit Requirements” under Particular
Specification Section 27.
1.1.3.
This report documents the finding of EM&A works
during the period from March 2014 to May 2014.
Section 1 Introduction – details the scope and structure of the
report.
Section 2 Project Background – summarizes background and scope of the
project, site description, project organization and contact details of key
personnel during the reporting period.
Section 3 Monitoring Requirements – summarizes all monitoring parameters,
monitoring locations, monitoring frequency, duration and action plan.
Section 4 Monitoring Results – summarizes the monitoring results
obtained in the reporting period.
Section 5 Compliance Audit – summarizes the auditing of monitoring results, all
exceedances environmental parameters.
Section 6 Complaints,
Notification of summons and Prosecution – summarizes the cumulative
statistics on complaints, notification of summons and prosecution
Section 7 Cumulative
Construction Impact due to the Concurrent Projects – summarizes the
relevant cumulative construction impact due to the concurrent activities of the
concurrent Projects.
Section 8 Conclusion
2.1.1.
“Wan
Chai Development phase II and Central-Wan Chai Bypass” and “Central-Wan Chai
Bypass and Island Eastern Corridor Link” (hereafter called “the Project”) are
Designed Project (DP) under the Environmental Impact Assessment Ordinance (Cap.
499) (EIAO). The Environmental Impact
Assessment (EIA) Reports for Central-Wan Chai Bypass and Island Eastern
Corridor Link (Register No. AEIAR-041/2001) and Wan Chai Development phase II and
Central-Wan Chai Bypass (Register No.: AEIAR-125/2008) have been approved on 31
August 2001 and 11 December 2008 respectively.
2.1.2.
The
key purpose of Wan Chai Development Phase II (WDII) is to provide land at Wan
Chai North and North Point for construction of the Central-Wan Chai Bypass and
Island Eastern Corridor Link (CWB). Land formed under the project will be
developed as a world-class waterfront promenade joining that at the new Central
waterfront for public enjoyment.
2.1.3.
There
is a compelling and present need for the CWB to provide relief to the very
congested east-west Connaught Road Central/Harcourt Road / Gloucester Road
Corridor (the Corridor) which is currently operating beyond its capacity. The
CWB will provide relief to the existing congestion along the Corridor and cater
for the anticipated growth of traffic on Hong Kong Island. Without the CWB and
its access roads, there will not be sufficient capacity to serve the heavy
traffic demands at both strategic and local levels.
2.2.1.
The
Project is located mainly in Wan Chai North, Causeway Bay and North Point, and
is demarcated by Gloucester Road and Victoria Park Road to the south, Fenwick
Pier Street to the west and Tong Shui Road Interchange to the east, as shown in
Figure 2.1.
2.2.2.
The
study area encompasses existing developments along the Wan Chai, Causeway Bay
and North Point shorelines. Major land uses include the Hong Kong Convention
& Exhibition Centre (HKCEC) Extension, the Wan Chai Ferry Pier, the ex-Wan
Chai Public Cargo Working Area (ex-PCWA), the Royal Hong Kong Yacht Club
(RHKYC), the Police Officers' Club, the Causeway Bay Typhoon Shelter (CBTS) and
commercial and residential developments.
2.2.3.
The scope of the Project comprises:
·
Land formation for key transport infrastructure and
facilities, including the Trunk Road (i.e. CWB) and the associated slip roads for
connection to the Trunk Road and for through traffic from Central to Wan Chai and
Causeway Bay. The land formed for the above transport infrastructure will provide
opportunities for the development of an attractive waterfront promenade for the
enjoyment of the public
·
Reprovisioning / protection of the existing
facilities and structures affected by the land formation works mentioned above
·
Extension, modification, reprovisioning or
protection of existing storm water drainage outfalls, sewerage outfalls and
watermains affected by the revised land use and land formation works mentioned
above
·
Upgrading of hinterland storm water drainage system
and sewerage system, which would be rendered insufficient by the land formation
works mentioned above
·
Provision of the ground level roads, flyovers,
footbridges, necessary transport facilities and the associated utility services
·
Construction of the new waterfront promenade,
landscape works and the associated utility services
·
The Trunk Road (i.e. CWB) within the study area and
the associated slip roads for connection to the Trunk Road.
2.2.4.
The
project also contains various Schedule 2 DPs that, under the EIAO, require
Environmental Permits (EPs) to be granted by the DEP before they may be either
constructed or operated. Table 2.1 summarises the five
individual DPs under this Project. Figure 2.1 shows the locations of these Schedule 2 DPs.
Table
2.1 Schedule 2 Designated Projects
under this Project
|
Item |
Designated Project |
EIAO Reference |
Reason for inclusion |
|
DP1 |
Central-Wanchai Bypass (CWB) including its road tunnel and slip roads |
Schedule 2, Part I, A.1 and A.7 |
Trunk road and road tunnel more than 800 m in length |
|
DP2 |
Road P2 and other roads which are classified as primary/district
distributor roads |
Schedule 2, Part I, A.1 |
Primary / district distributor roads |
|
DP3 |
Reclamation works including associated dredging works |
Schedule 2, Part I, C.1 and C.12 |
Reclamation more than 5 ha in size and a dredging operation less than
100 m from a seawater intake point |
|
DP5 |
Wan Chai East Sewage Outfall |
Schedule 2, Part I, F.5 and F.6 |
Submarine sewage pipelines with a total diameter more than 1,200 mm
and include a submarine sewage outfall |
|
DP6 |
Dredging for the Cross-harbour Water Mains from Wan Chai to Tsim Sha
Tsui |
Schedule 2, Part I, C.12 |
A dredging operation less than 100 m from a seawater intake point |
2.3.1.
Due
to the multi-contract nature of the Project, there are a number of contracts
sub-dividing the whole works area into different work areas to be
commenced. Contractors of individual
contracts will be required by the EP holder to apply Further Environmental
Permits (FEP) such that the impact monitoring stations are sub-divided
accordingly to facilitate the implementation of EM&A programme and to
streamline the EM&A reporting for individual FEP holders correspondingly.
2.3.2.
The
details of individual contracts are summarized in Table2.2.
Table
2.2 Details of Individual Contracts
under the Project
|
Contract
No. |
Contract Title |
Associated
DP(s) |
Construction
Commencement Date |
|
HK/2009/01 |
Wan Chai Development Phase II – Central –Wanchai Bypass at Hong Kong
Convention and Exhibition Centre |
DP3, DP6 |
23 July 2010 |
|
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 |
||
|
HY/2009/11 |
Wan Chai Development Phase II and Central – Wan Chai Bypass – North
Point Reclamation |
DP3 |
17 March 2010 (Completed) |
|
HY/2009/15 |
Central-Wanchai Bypass – Tunnel (Causeway Bay Typhoon Shelter Section) |
DP3 |
10 November 2010 |
|
DP1 |
13 July 2011 |
||
|
HK/2010/06 |
Wan Chai Development Phase II-Central-Wan Chai Bypass over MTR Tsuen
Wan Line |
DP3 |
22 March 2011 |
|
04/HY/2006 |
Reconstruction of Bus Terminus near Man Yiu Street and Man Kwong
Street |
DP1 |
September 2010 (Completed) |
|
HY/2009/17 |
Central - Wan Chai Bypass (CWB) at FEHD Whitfield Depot - Advanced
piling works. |
DP1 |
5 October 2010 (Completed) |
|
HY/2009/18 |
Central - Wan Chai Bypass (CWB) – Central Interchange |
DP1 |
21 |
|
HY/2009/19 |
Central - Wanchai Bypass Tunnel (North Point Section) and Island
Eastern Corridor Link |
DP1 |
24 March 2011 |
|
HK/2012/08 |
Wan Chai
Development Phase II Central- Wan Chai Bypass at
Wan Chai West |
DP1,DP2,
DP3 |
5 March 2013 |
2.4.1.
Civil Engineering and Development Department and
Highways Department are the overall project controllers for the Wan Chai
Development Phase II and Central-Wan Chai Bypass respectively.
For the construction phase of the Project, Project Engineer, Contractor(s),
Environmental Team and Independent Environmental Checker are appointed to
manage and control environmental issues.
2.4.2.
The
proposed project organization and lines of communication with respect to
environmental protection works are shown in Figure 2.2. Key
personnel and contact particulars are summarized in Table 2.3:
Table 2.3 Contact Details of Key Personnel
|
Party |
Role |
Post |
Name |
Contact
No. |
Contact
Fax |
|
AECOM |
Engineer’s Representative for
WDII |
Principal Resident Engineer |
Mr. Frankie Fan |
2587 1778 |
2587 1877 |
|
Engineer’s Representative for CWB |
Principal Resident Engineer |
Mr. Peter Poon |
3912 3388 |
3912 3010 |
|
|
Chun Wo – Leader Joint Venture |
Contractor under Contract no. HK/2009/01 |
Joint
Venture Board Representative |
Mr. Simon Liu |
9304 8355 |
2587 1878 |
|
Deputy Site
Agent |
Mr Andy Yu |
9648 4896 |
|||
|
Construction
Manager |
Mr Terry
Wong |
9757 9846 |
|||
|
Construction
Manager |
Mr. Wyman
Wong |
9627 2467 |
|||
|
Construction
Manager |
Mr Kenneth
Chan |
9160 3850 |
|||
|
Assistant
Environmental Engineer |
Miss.
Connie Chan |
6157 7057 |
|||
|
Environmental
Supervisor |
Stanley
Chan |
9047 6148 |
|||
|
Chun Wo – CRGL Joint Venture |
Contractor under Contract no. HK/2009/02 |
Project
Manager |
Mr. Alfred Leung |
3658-3022 |
2827 9996 |
|
Quality & Environmental Manager |
Mr. C.P. Ho |
9191 8856 |
|||
|
China State Construction Engineering (HK) Ltd. |
Contractor under Contract no. HY/2009/15 |
Project Director |
K C Cheung |
3557 6399 |
2566 2192 |
|
Site Manager |
J H Chen |
3557 6368 |
|||
|
|
|
Contractor’s Representative |
Andrew Wong |
3557 6358 |
|
|
|
|
Head of Construction Manager |
Roger Cheung |
3557 6371 |
|
|
|
|
Senior Construction Manager |
Gene Cheung |
3557 6395 |
|
|
Environmental Officer |
Mr. Daniel Sin |
3557 6347 |
|||
|
Gammon -Leader JV |
Contractor under Contract no. HK/2010/06 |
Project
Manager |
Mr. Paul Lui |
9095 7922 |
2529 2880 |
|
Site Agent |
Mr. Eric
Yip |
2529 2068 |
|||
|
Environmental Officer |
Clement
Pang |
9735 9200 |
|||
|
Environmental
Supervisor |
Jacky
Cheung |
9779 2292 |
|||
|
Chun Wo - CRGL - MBEC Joint Venture |
Contractor under Contract no. HY/2009/19 |
Project Manager |
Mr. Rayland Lee |
3758 8879 |
2570 8013 |
|
Site Agent |
Mr. Eric Yip |
252902068 |
|||
|
Environmental Engineer |
Mr. Calvin Leung |
9286 9208 |
|||
|
Environmental Manager / Environmental Officer |
Mr. M.H. Isa |
9884 0810 |
|||
|
Construction Manager (Marine) |
William Luk |
9610 1101 |
|||
|
Construction Manager (Land) |
Patrick Cheung |
9643 3012 |
|||
|
Construction Manager (Land) |
Eric Fong |
6191 9337 |
|||
|
Operation Manager (Land) |
Yung Kwok Wah |
9834 1010 |
|||
|
China State- Leader JV |
Contractor under Contract no. HK/2012/08 |
Project Director |
Andrew Tse |
9137 1811 |
2877 1522 |
|
|
|
Project Manager |
Victor Wu |
9193 8871 |
|
|
|
|
Deputy Project Manager |
George Cheung |
9268 1918 |
|
|
|
|
Site Agent |
Paul Lui |
9095 7922 |
|
|
|
|
Environmental Officer |
James Ma |
9130 9549 |
|
|
|
|
Environmental Supervisor |
Ching Man, Chan |
6050 4919 |
|
|
China State |
Contractor under
Contract no. HY/2010/08 |
Project Director |
Cheung Kit Cheung |
3557 6399 |
2566 8061 |
|
|
|
Project Manager |
Chan Ying Lun |
9812 0592 |
|
|
|
|
Deputy Project Manager |
Chris Leung |
3467 4299 |
|
|
|
|
Site Agent |
Dave Chan |
3467 4277 |
|
|
|
|
Environmental Officer |
C.M. Wong |
3557 6464 |
|
|
|
|
Environmental Supervisor |
Louis Lam Tsz Kwan |
3557 6470 |
|
|
ENVIRON Hong Kong Limited |
Independent
Environmental Checker (IEC) |
Independent Environmental Checker (IEC) |
Mr. David Yeung |
34652888 |
34652899 |
|
Lam Geotechnics Limited |
Environmental
Team (ET) |
Environmental Team Leader (ETL) |
Mr. Raymond Dai |
2882 3939 |
2882 3331 |
2.5.1.
During
this reporting period, the principal work activities for Contract no.
HK/2009/01 are summarized in Table 2.4.
Table
2.4 Principal Work Activities for Contract no.
HK/2009/01
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Stage 1
tunnel excavation work to -5.5 mPD including ELS works for 2nd layer. Bay 5
and Bay 6 blinding layers. Ÿ Ground
treatment works and guide wall construction at the promenade deck area after
demolition of the existing pump house. Ÿ Installation
of pre-bored H-piles. Ÿ The
construction of Dwall at C1/C2 interface and CSD for pipe pile wall P2 in
Area 8.. Plant demobilization. All silos and plants for previous Dwall
construction. Ÿ Road
diversion works for the construction of temporary road at Expo Drive East. UU
diversion at both south and north junction. Ÿ Cooling
mainlaying works for BI, BG & BF. Works at Expo Drive East. Zone C1-5.
Zone C2- 2, C1-7 and C1-9. Zone C1-1 after the approval of new XP. Night
works at Fleming Road, Zone X1-2 and X1-3 Ÿ Salt
watermain laying works for S8B along Convention Avenue. Zone A1-5A3 night
works at the carriageway of Grand Hyatt hotel would be completed at the end
of Mar 2014. Ÿ Sewer
works near the junction of Fenwick Pier Street and Convention Avenue. The
sewage alignment at Zone A3-2C, A3-5D and A3-4D by the Engineer since it had
been found conflict with the previously laid cooling mains. Ÿ
Remedial works and tree transplanting at Tsim
Sha Tsui site B (near Salisbury Garden). |
Ÿ New
temporary road for diversion of Expo Drive East. Ÿ Stage 1
tunnel excavation work down to -10 mPD. Further trimming for C3 interface.
Bay 6 base slab of 950 m3 concrete, and the side wall and mid wall construction.
The concrete pouring for Bay 5. Ÿ Installation
of pre-bored H-piles. In Stage 2, there were 2 nos. of piles at exhaust duct
area (P10 & P24) and 3 nos. of piles at tunnel (P242, P244 & P246).
In Stage 3, there were 5 nos. of pile casings (P252, P254, P348, P421 and
P422). Ÿ Construction
of D-wall for the remaining south D-wall panels at Stage 2. Panel WS05 and
WS02. The target production rate of 1 panel per week. Ÿ Discharge
cooling mainlaying works for BI, BG & BF. Junction areas with concerns
that might in conflict to the route of new temporary road for Zone C1-7 and
X1-4A before the temporary road opening. Ÿ Saltwater mainlaying
works for S8B. Zone A5-4 and A5-6 at Harbour Road. Zone A1-5A3 and A1-5A2 at
Convention Avenue near Grand Hyatt hotel. Ÿ Tree transplanting
at the planter areas near Hong Kong Culture Centre at Tsim Sha Tsui. Ÿ Trimming
works at Fairway |
Ÿ Demolition
work of the existing Expo Drive East Bridge Ÿ Trench
excavation at both northern and southern ends of existing Expo Drive East
Bridge. Watermain laying and ducting works which including NWT, PCCW,
WT&T and HGC. The remaining utilities diversion including HK Electric and
Town gas. Ÿ Stage 1
tunnel blinding layer. Rebar fixing work and Bay 4 & 2 were to be cast.
The overall programme of Stage 1 tunnel structure work. Excavation &
fabrication at tunnel Stage 2 for the initial work of installation of 12m of
1st layer of the northern waling. Ÿ Installation
of pre-bored H-piles at the HKCEC water channel by tunnel team. Ÿ Installation
of pre-bored H-piles at the area adjacent to new temporary road by marine
team. Ÿ Construction
of D-wall for the remaining south D-wall panels at Stage 2. The last panel
TW01. Ÿ Discharge
cooling mainlaying works for BI, BG & BF. The outstanding pipes were laid
over Expo Drive East northbound. Ÿ Saltwater
mainlaying works for S8B. Works at Convention Avenue near Grand Hyatt hotel.
The remaining works at Convention Avenue near Renaissance Harbour View hotel. Ÿ As the
size of existing manhole was the same, proposal of omission of MH7.16 was
submitted to the Engineer for consideration in order to facilitate the works
and minimize the disturbance to the existing traffic. The remaining 5m sewage
pipe to the upstream would be connected to the existing manhole. Ÿ Trimming
works at Fairway was substantially completed. Self-check and IHS. Ÿ The
removal work for abandoned equipment at lower portion of existing P3 & P4
pump houses. Pumping facilities was now arranging and those work at lower
portion would be removed by saw cutting method by end of May 2014. Ÿ The
removal work for abandoned equipment for existing P7 & P9 pump houses
concurrent with pump house demolition. |
2.5.2.
During
this reporting period, the principal work activities for Contract no.
HK/2009/02 are summarized in Table 2.5.
Table
2.5 Principal Work Activities for Contract no.
HK/2009/02
|
March 2014 |
April 2014 |
May 2014 |
|
Section III Ÿ Installation
of steel post for the proposed covered walkway was commenced on 13 Mar 14. Ÿ Modification
of road junction between Expo Drive and Expo Drive East was in progress. Sections IVA, IVB & IVC Ÿ The wall
and top slab of 8x8 pit. The
backfilling work together with the shaft construction. Ÿ P7, P8
& P9 Cooling Water Pumping Stations was handed over to the Owner. Ÿ The cable
relocation for cooling water pumping station . Section V Ÿ Replacement
the defected gasket for the DN800 collar joint. Ÿ Commissioning
of the new Salt Water Intake System. Ÿ WSD Salt
Water Pumping Station was handed over to WSD. Ÿ Removal of
DN600 temporary discharge pipe. Ÿ Installation
of Boundary wall and the main gate installation. Ÿ Defect
rectification works and other outstanding ABWF Works in WSD Salt Water
Pumping Station. Section VII: Ÿ The finial
pour of manhole MH2. Ÿ CCTV
inspection between manhole MH2 and SLO-03, SLO-03 and drain outlet of DN1050
drain. Ÿ Reinstatement
of existing manhole up to top slab at the upstream of Box Culvert N1. Section VIIIA: Ÿ Fire
services fresh watermains to Ferry Pier was connected and certified by WSD. Ÿ 2nd Fire
Service Department Inspection was carried out on and had to be followed up as
requested by FSD. Ÿ T&C of
Movable Ramp. Ÿ At Observation
Deck Level, re-installation the glass of disabled lift and the scaffolding
erection for roof canopy cladding installation. Installation of roof canopy
cladding, tempered glass balustrade, seating base plates and steel frames,
and tiling to planter walls. Section XI: WCR4/TWCR4 Reclamation: Ÿ Further
reclamation to WCR4/TWCR4 by derrick barge. Work related to HHR Flyover
Diversion (Stage 2): Ÿ All 21
nos. mini-piling works for the foundation of Bridge 3. Ÿ The
loading test of M7 mini-pile. Kentledge dismantling. Ÿ Excavation
to pile cap level of mini-piles. Ÿ Welding
for the steel plate on mini-pile heads |
Section III Ÿ Installation
of steel post for the proposed covered walkway. Ÿ Modification
of road junction between Expo Drive and Expo Drive East. Sections IVA, IVB & IVC Ÿ The shaft
of 8x8 pit and the backfilling work. Ÿ The cable
relocation for cooling water pumping station. The backfilling works. Ÿ Equipment
removal of existing P8 Cooling Water Pumping Station. Section V Ÿ Temp DN600
discharge pipe at inspection chamber. Ÿ The
reprovisioned WSD Salt Water Pumping Station, the Salt Water Intake Culvert
and DN800 salt water delivery main were started their permanent function
after capping the existing pipe. Ÿ WSD handed
over the abandoned Wan Chai Salt Water Pumping Station at Hung Hing Road to CWCRGLJV. Ÿ Defect
rectification works and other outstanding ABWF Works in WSD Salt Water
Pumping Station. Section VII: Ÿ Removal of
the temporary bulkhead at FRP-N drain. Ÿ Pre-inspection
for the FRP-N drain and the reinstated existing manhole of SMH7007315 was
done with DSD. DSD had no adverse
comment. Section VIIIA: Ÿ At 1/F of
Reprovisioned Wan Chai Ferry Pier, Gridline 10 -14 was handed over to Star
Ferry. Ÿ T&C of
Movable Ramp. Work related to HHR Flyover
Diversion (Stage 2): Ÿ Steel fixing
for the pile cap. Ÿ The
backfilling works. Ÿ Fabrication
of temp bridges in fabrication yard in the Mainland China |
Section III Ÿ Installation
of street light ducting. Ÿ Installation
of steel posts for the proposed covered walkway. Ÿ Modification
of road junction between Expo Drive and Expo Drive East. Sections IVA, IVB & IVC Ÿ The
backfilling works to cable trench at Ex-Pet Garden. Ÿ The backfilling
work at 8x8 pit. Ÿ The
backfilling works of cable relocation for cooling water pumping station. Ÿ Equipment
removal and demolition of existing P8 Cooling Water Pumping Station. Section V Ÿ The wall
and top slab of combined washout & inspection chamber at CHS Ÿ Defect
rectification works and other outstanding ABWF Works in WSD Salt Water
Pumping Station. Marine Works at WCR2: Ÿ Removal of
marine mud for remaining reclamation at WCR2. Work related to HHR Flyover
Diversion (Stage 2): Ÿ Erection of
steel supporting frame for Bridge 3. Ÿ Excavation
for modification of D-Wall to support Bridge 2. Ÿ Fabrication
of temp bridges was in progress in fabrication yard in the Mainland China. Demolition Works: Ÿ Equipment
removal and demolition of existing P8 Cooling Water Pumping Station at Ex-Pet
Garden. Ÿ Equipment
removal at existing WSD Salt Water Pumping Station at Hung Hing Road. Ÿ
|
2.5.3.
Major construction activities for Contract no.
HY/2009/15 was commenced on 10 November 2010. During this reporting period, the
principal work activities for Contract no. HY/2009/15 are summarized as below:
Table
2.6 Principal Work Activities for Contract no. HY/2009/15
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Construction
of EVA |
Ÿ Construction
of EVA |
Ÿ EVA
construction at Eastern Breakwater Ÿ Reinstatement
of Eastern Breakwater Ÿ De-silting
Works at TPCWAW Ÿ Removal of
Seawall Blocks at TS2 |
2.5.4.
Contract
no. HK/2010/06 was commenced on 22 March 2011. During this reporting period,
the principal work activities for Contract no. HK/2010/06 are summarized as
below:
Table
2.7 Principal Work Activities for Contract no. HK/2010/06
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Nil |
Ÿ Nil |
Ÿ Nil |
2.5.5.
Contract no. HY/2009/19 was commenced on 24 March
2011. During this reporting period, the principal work activities for Contract
no. HY/2009/19 are summarized as below:
Table
2.8 Principal Work Activities for Contract no. HY/2009/19
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Removal of
strut at ELS Ÿ Removal of
marine platform Ÿ Construction
of Dolphin Cap Ÿ ELS, EVB
and Cut & Cover Tunnel Ÿ Installation
of dewatering well Ÿ Laying of
1500f pipe Ÿ Launching
of segments Ÿ Extraction
of temporary pile from marine section Ÿ Construction
of bridge TA1 Ÿ
Pre-bored H-pile for Admin. Building |
Ÿ Removal of
strut at ELS Ÿ Removal of
marine platform Ÿ Construction
of Dolphin Cap Ÿ ELS, EVB
and Cut & Cover Tunnel Ÿ Installation
of dewatering well Ÿ Laying of
1500f pipe Ÿ Launching
of segments Ÿ Extraction
of temporary pile from marine section Ÿ Construction
of bridge TA1 Ÿ Pre-bored
H-pile for Admin. Building Ÿ U-beam
installation Ÿ Parapet
construction Ÿ Wing slab
extension for segment Ÿ Construction
of TD bridge |
Ÿ Removal of
strut at ELS Ÿ Removal of
marine platform Ÿ Construction
of Dolphin Cap Ÿ ELS, EVB
and Cut & Cover Tunnel Ÿ Installation
of dewatering well Ÿ Laying of
1500f pipe Ÿ Launching
of segments Ÿ Extraction
of temporary pile from marine section Ÿ Construction
of bridge TA1 Ÿ Pre-bored
H-pile for Admin. Building Ÿ U-beam
installation Ÿ Parapet
construction Ÿ Wing slab
extension for segment Ÿ Construction
of TD bridge |
2.5.6.
Contract no. HK/2012/08 was commenced on March 2013.
During this reporting period, the principal work activities for Contract no. HK/2012/08
are summarized as below:
Table
2.9 Principal Work Activities for Contract no. HK/2012/08
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ ELS for
box culvert La at Lung King Street Ÿ Filling
for seawall rock mound formation Ÿ Filling
for reclamation Ÿ Works for
abandoning submarine sewerage outfall and watermain Ÿ Installation
of caisson seawall unit Ÿ |
Ÿ ELS for
box culvert La at Lung King Street Ÿ Filling
for seawall rock mound formation Ÿ Filling
for reclamation Ÿ Works for
abandoning submarine sewerage outfall |
Ÿ ELS for
box culvert La at Lung King Street Ÿ Filling
for seawall rock mound formation Ÿ Filling
for reclamation |
2.5.7.
Contract no. HY/2010/08 was commenced on 21 March
2013. During this reporting period, the principal work activities for Contract
no. HY/2010/08 are summarized as below:
Table 2.10 Principal Work Activities for Contract
no. HY/2010/08
|
March 2014 |
April 2014 |
May 2014 |
|
Ÿ Nil |
Ÿ Nil |
Ÿ Nil |
2.5.8.
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
3.1.2. The real-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 |
|
North Point |
RTN2a |
Electric Centre |
Noise Monitoring
Parameters, Frequency and Duration
3.1.3. 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.
3.1.4. 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.
3.1.5. 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.
Monitoring Equipment
3.1.7. As
referred to in the Technical Memorandum ™ issued under the NCO, sound level
meters in compliance with the International Electrotechnical Commission
Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications shall be
used for carrying out the noise monitoring. Immediately prior to and following
each noise measurement the accuracy of the sound level meter shall be checked
using an acoustic calibrator generating a known sound pressure level at a known
frequency. Measurements may be accepted as valid only if the calibration level
from before and after the noise measurement agree to within 1.0 dB.
3.1.8. Noise
measurements shall not be made in fog, rain, wind with a steady speed exceeding
5 m/s or wind with gusts exceeding 10 m/s. The wind speed shall be checked with
a portable wind speed meter capable of measuring the wind speed in m/s.
Air Quality Monitoring
Stations
3.2.1.
The
air monitoring stations for the Project are listed and shown in Table
3.3 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.
Sampling Procedure and
Monitoring Equipment
3.2.5 High
volume samplers (HVSs) in compliance with the following specifications shall be
used for carrying out the 1-hour and 24-hour TSP monitoring:
·
0.6
- 1.7 m3 per minute adjustable flow range;
·
equipped
with a timing / control device with +/- 5 minutes accuracy for 24 hours
operation;
·
installed
with elapsed-time meter with +/- 2 minutes accuracy for 24 hours operation;
·
capable
of providing a minimum exposed area of 406 cm2;
·
flow
control accuracy: +/- 2.5% deviation over 24-hour sampling period;
·
equipped
with a shelter to protect the filter and sampler;
·
incorporated
with an electronic mass flow rate controller or other equivalent devices;
·
equipped
with a flow recorder for continuous monitoring;
·
provided
with a peaked roof inlet;
·
incorporated
with a manometer;
·
able
to hold and seal the filter paper to the sampler housing at horizontal
position;
·
easily
changeable filter; and
·
capable
of operating continuously for a 24-hour period.
3.2.6 Initial
calibration of dust monitoring equipment shall be conducted upon installation
and thereafter at bi-monthly intervals. The transfer standard shall be
traceable to the internationally recognized primary standard and be calibrated
annually. The concern parties such as IEC shall properly document the
calibration data for future reference. All the data should be converted into
standard temperature and pressure condition.
Laboratory Measurement /
Analysis
3.2.7 A clean
laboratory with constant temperature and humidity control, and equipped with
necessary measuring and conditioning instruments to handle the dust samples
collected, shall be available for sample analysis, and equipment calibration
and maintenance. The laboratory should be HOKLAS accredited.
3.2.8 An
alternative non-HOKLAS
accredited laboratory was set-up for carrying out the laboratory
analysis, the laboratory equipment was approved by the ER on 8
February 2011 and
the measurement procedures were witnessed by the IEC. Any measurement performed by
the laboratory was be demonstrated to the satisfaction of the ER and IEC. IEC shall
regularly audit to the measurement performed by the laboratory to ensure the
accuracy of measurement results.
3.2.9 Filter
paper of size 8" x 10" shall be labelled before sampling. It shall be
a clean filter paper with no pinholes, and shall be conditioned in a
humidity-controlled chamber for over 24-hours and be pre-weighed before use for
the sampling.
3.2.10 After
sampling, the filter paper loaded with dust shall be kept in a clean and
tightly sealed plastic bag. The filter paper shall then be returned to the
laboratory for reconditioning in the humidity controlled chamber followed by
accurate weighing by an electronic balance with readout down to 0.1 mg. The
balance shall be regularly calibrated against a traceable standard.
3.2.11 All the
collected samples shall be kept in a good condition for 6 months before
disposal.
impact monitoring for
odour patrol
3.2.12 Odour patrols along the
shorelines of Causeway Bay Typhoon Shelter and ex-Wan Chai Public Cargo Working
Area when there is temporary reclamation in Causeway Bay Typhoon Shelter and/or in the ex-Wan Chai Public Cargo
Working Area, or when there is dredging of the odorous sediment and slime at
the south-western corner of the Causeway Bay Typhoon Shelter. Odour patrols
will be carried out at bi-weekly intervals during July, August and September by
a qualified person of the ET who shall:
·
be
at least 16 years of age;
·
be
free from any respiratory illnesses; and
·
not
be allowed to smoke, eat, drink (except water) or use chewing gum or sweets 30
min
·
before
and during odour patrol
3.2.13 Odour patrol shall be conducted by independent
trained personnel / competent persons patrolling and sniffing around the shore
as shown in Figure 3.1 to detect any odour at
the concerned hours (afternoon is preferred for higher daily temperature).
3.2.14 The qualified person will use the nose (olfactory
sensor) to sniff odours at different locations. The main odour emission sources
and the areas to be affected by the odour nuisance will be identified.
3.2.15 The perceived odour intensity is to be divided into
5 levels which are ranked in the descending order as follows:
·
0 -
Not detected. No odour perceived or an odour so weak that it cannot be easily
characterized or described;
·
1 -
Slight Identifiable odour, and slight chance to have odour nuisance;
·
2 -
Moderate Identifiable odour, and moderate chance to have odour nuisance;
·
3 -
Strong Identifiable, likely to have odour nuisance;
·
4 -
Extreme Severe odour, and unacceptable odour level.
3.2.16 The findings including odour intensity, odour
nature and possible odour sources, and also the local wind speed and direction
at each location will be recorded. In addition, some relevant meteorological
and tidal data such as daily average temperature, and daily average humidity,
on that surveyed day will be obtained from the Hong Kong Observatory Station
for reference. The Action and Limit levels for odour patrol are shown in Appendix 3.1.
3.3.1. The EIA Report has identified that the key water
quality impact would be associated with the dredging works during the
construction phase. Marine water quality
monitoring for dissolved oxygen (DO), suspended solid (SS) and turbidity is
therefore recommended to be carried out at selected WSD flushing water intakes. The impact monitoring should be carried out
during the proposed dredging works to ensure the compliance with the water
quality standards.
3.3.2. The
updated EM&A Manual for EP-356/2009 (Version in March 2011) is approval by
EPD on 29
Water Quality Monitoring Stations
3.3.3. 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 |
|||
|
WSD9 |
Tai Wan |
837921.0 |
818330.0 |
|
WSD17 |
Quarry Bay |
839790.3 |
817032.2 |
|
WSD19 |
Sheung Wan |
833415.0 |
816771.0 |
|
WSD21 |
Wan Chai |
836220.8 |
815940.1 |
|
Cooling Water Intake |
|||
|
C1 |
HKCEC Extension |
835885.6 |
816223.0 |
|
C7 |
Windsor House |
837193.7 |
816150.0 |
|
P1 |
HKCEC
Phase I |
835774.7 |
816179.4 |
|
P3 |
The Academy of performing Arts |
835824.6 |
816212.0 |
|
P4 |
Shui on Centre |
835865.6 |
816220.0 |
|
P5 |
Government
Buildings (Wanchai
Tower / Revenue Tower / Immigration Tower) |
835895.2 |
816215.2 |
|
RW21-P789 |
Great
Eagle Centre/ Sun Hung Kai Centre/CWB |
836268.0 |
816020.0 |
Remarks: - The cessation of
seawater intake operation for C6 was confirmed on 17 May 2011, the water
monitoring at C6 was then terminated since 17 May 2011.
- WSD9 and WSD17 were implemented with respect
to HK/2009/02 from 8 Feb 2012.
- 4-week water quality monitoring at WSD9,
WSD10, WSD15, WSD17, C8 and C9 were completed on 6 Feb 2012.
- C8 and C9 were implemented with respect to
HY/2009/19 from 28 Jan 2012.
- WSD7 and WSD20 water quality monitoring were
temporarily suspended from 27 Apr 2012.
- C5e and C5w water quality monitoring station
was temporarily suspended since 29 July 2013
- C2, C3 C4e and C4w water quality monitoring
station was temporarily suspended since 24 Apr 2013
Water Quality Parameters
and frequency
3.3.4. Monitoring of dissolved oxygen (DO), turbidity and
suspended solids (SS) shall be carried out at WSD flushing water intakes and
cooling water intakes. DO and Turbidity are measured in-situ while SS is
determined in laboratory.
3.3.5. In association with the water quality parameters,
other relevant data shall also be measured, such as monitoring
location/position, time, sampling depth, water temperature, pH, salinity,
dissolved oxygen (DO) saturation, weather conditions, sea conditions, tidal
stage, and any special phenomena and work underway at the construction site
etc.
3.3.6. The interval between two sets of monitoring should
not be less than 36 hours except where there are exceedances of Action and/or
Limit Levels, in which case the monitoring frequency will be increased. Table 3.5 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.
Dissolved Oxygen and
Temperature Measuring Equipment
3.3.7. The instrument should be a portable, weatherproof
dissolved oxygen measuring instrument complete with cable, sensor,
comprehensive operation manuals, and use a DC power source. It should be
capable of measuring:
·
a
dissolved oxygen level in the range of 0-20 mg/l and 0-200% saturation
·
a
temperature of 0-45 degree Celsius
3.3.8. It should have a membrane electrode with automatic
temperature compensation complete with a cable. Sufficient stocks of spare
electrodes and cables should be available for replacement where necessary.
(e.g. YSI model 59 meter, YSI 5739 probe, YSI 5795A submersible stirrer with
reel and cable or an approved similar instrument).
3.3.9. Should salinity compensation not be build-in in the
DO equipment, in-situ salinity shall be measured to calibrate the DO equipment
prior to each DO measurement.
Turbidity Measurement
Instrument
3.3.10 The
instrument should be a portable, weatherproof turbidity-measuring instrument
complete with comprehensive operation manual. The equipment should use a DC
power source. It should have a photoelectric sensor capable of measuring
turbidity between 0‑1000 NTU and be complete with a cable (e.g. Hach
model 2100P or an approved similar instrument).
Sampler
3.3.11 Water sampler comprises a transparent PVC
cylinder, with a capacity of not less than 2 litres, and can be effectively
sealed with latex cups at both ends. The sampler should have a positive
latching system to keep it open and prevent premature closure until released by
a messenger when the sampler is at the selected water depth (e.g. Kahlsico
Water Sampler or an approved similar instrument).
Sample Container and
Storage
3.3.12 Water
samples for suspended solids measurement should be collected in high-density
polythene bottles, packed in ice (cooled to 4°C without being frozen), and
delivered to ALS Technichem (HK) Pty Ltd. as soon as possible after collection
for analysis.
Water Depth Detector
3.3.13 A
portable, battery-operated echo sounder shall be used for the determination of
water depth at each designated monitoring station. This unit can either be
handheld or affixed to the bottom of the workboat, if the same vessel is to be
used throughout the monitoring programme.
Salinity
3.3.14 A portable
salinometer capable of measuring salinity in the range of 0-40 ppt shall be
provided for measuring salinity of the water at each of monitoring location.
Monitoring Position
Equipment
3.3.15 A
hand-held or boat-fixed type digital Global Positioning System (GPS) with
waypoint bearing indication or other equivalent instrument of similar accuracy
shall be provided and used during monitoring to ensure the monitoring vessel is
at the correct location before taking measurements.
Calibration of In-situ
Instruments
3.3.16 All
in-situ monitoring instrument shall be checked, calibrated and certified by a
laboratory accredited under HOKLAS or equivalent before use, and subsequently
re-calibrated at 3 monthly intervals throughout all stages of the water quality
monitoring. Responses of sensors and electrodes should be checked with
certified standard solutions before each use. Wet bulb calibration for a DO
meter shall be carried out before measurement at each monitoring location.
3.3.17 For the on
site calibration of field equipment by the ET, the BS 127:1993, "Guide to
Field and on-site test methods for the analysis of waters" should be
observed.
3.3.18 Sufficient
stocks of spare parts should be maintained for replacements when necessary.
Backup monitoring equipment shall also be made available so that monitoring can
proceed uninterrupted even when some equipment is under maintenance,
calibration, etc.
Laboratory Measurement /
Analysis
3.3.19 Analysis
of suspended solids has been carried out in a HOKLAS accredited laboratory, ALS
Technichem (HK) Pty Ltd. Water samples of about 1L shall be collected at the
monitoring stations for carrying out the laboratory SS determination. The SS
determination work shall start within 24 hours after collection of the water
samples. The SS determination shall follow APHA 19ed or equivalent methods
subject to the approval of IEC and EPD.
Enhanced Water Quality
Monitoring in the ex-Wan Chai Public Cargo
Working Area and the
Causeway Bay Typhoon Shelter
3.3.20 The
enhanced water quality monitoring and audit programme is to avoid aggravation
of odour nuisance from seawater arising from temporary reclamation in the
ex-Wan Chai Public Cargo Working Area and the Causeway Bay Typhoon Shelter.
3.3.21 Dissolved
oxygen monitoring at the intakes C6 and C7 in Causeway Bay Typhoon Shelter when
there is temporary reclamation in Causeway Bay Typhoon Shelter and at the
south-western and south-eastern corners of the ex-Wan Chai Public Cargo Working
Area. The proposed water quality monitoring stations of the Project are shown
in Table
3.6 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 |
3.3.22 The
monitoring of dissolved oxygen are to be carried out 3 days per week, at
mid-flood and mid-ebb tides for 3 water depths (1m below water surface,
mid-depth and 1m above sea bed, except where the water depth less than 6m, the
mid-depth may be omitted. If the water depth be less than 3m, only the mid-depth
will be monitored).
Daily SS Monitoring and 24
hours Turbidity Monitoring System
3.3.23 During
dredging of the sediment at the south-western corner of the Causeway Bay
Typhoon Shelter, daily monitoring of suspended solids and 24 hour monitoring of
turbidity at the cooling water intakes (C6 and C7) shall be conducted.
3.3.24 The 24
hours monitoring of turbidty at the cooling water intakes (C6 and C7) shall be
established by setting up a continuous water quality monitoring station in
front of the intakes during the dredging activities. The monitoring system include the turbidity
sensor and data logger which is capable of data capturing at every 5 minutes.
The data shall be downloaded daily and compared with the Action and Limit level
determined during the baseline water qualtiy monitoring at the cooling water
intake locations.
Additional Dissovled
oxygen Monitoring FOR CULVERT L WATER DISCHARGE FLOW
3.3.25 In
response to the Condition 2.18 of the Environmental Permit no. EP-356/2009
requiring that a silt curtain / impermeable barrier system be installed to
channel water discharge flow from Culvert L to locations outside the embayment
area, a proposed replacement of the requirement with additional dissolved
oxygen monitoring has been conducted at three monitoring stations, namely A, B
and C between the eastern seawall of Central Reclamation Phase III and the
HKCEC Extension since November 2011 under EP-356/2009 so that DO level between
the eastern seawall of Central Reclamation Phase II and the HKCEC extension
could be continuously monitored.
3.3.26 With
respect to the commencement of dredging works under HK/2012/08 and the
installation of MTR precast protection unit, the enhanced water quality
monitoring for Culvert L was temporarily suspended since 24 July 2013
3.3.27 The
proposed DO monitoring stations of the Project are shown in Table
3.7
Table
3.7 Marine Water Quality Stations for Additional
DO Monitoring
|
Station |
Easting |
Northing |
|
A |
835468 |
815857 |
|
B |
835572 |
815961 |
|
C |
835659 |
816271 |
3.3.28 The
monitoring of dissolved oxygen are to be carried out once per week, at
mid-flood and mid-ebb tides for 3 water depths (1m below water surface,
mid-depth and 1m above sea bed, except where the water depth less than 6m, the
mid-depth may be omitted. If the water depth be equal to or less than 3m, only
the mid-depth will be monitored).
4.0.1. The environmental monitoring will be implemented
based on the division of works areas of each designed project managed under
different contracts with separate FEP applied by individual contractors. Overall layout showing work areas of various
contracts, latest status of work commencement and monitoring stations is shown
in
Figure
2.1 and Figure 3.1. The monitoring
results are presented in according to the Individual Contract(s).
4.0.2 The
major work activities for Contract no. HY/2009/11 was confirmed substantial
complete by RSS on 4 January 2012. The FEP surrender application
was submitted to EPD by contractor on 16 Jan 2012 that they would
surrender the permit on 1 Jan 2012. Moreover, the construction site was
handed over to contractor HY/2009/19 on 4 January 2012. However, the surrender
of the FEP for HY/2009/11 withdrew by contractor on 14 February 2012 due to
some outstanding works was confirmed by RSS on 10 Feb 2012.
Therefore, the noise, air and water quality monitoring were keeping in
view for the commencement of the works under this
contract. No construction activity was conducted by HY/2009/11 up to 4 January 2012.
4.0.3 According to
EP-364/2009/A Part B, “Scale and Scope of Designated Project”, Remarks (c),”The
permanent and temporary reclamation and associated dredging works related to
the CWB construction are separately covered by environmental permit No.
EP-356/2009 issued to Civil Engineering and Development Department”, and
marine piling works to be conducted by the Contractor of Contract no. HY/2009/19
from 28 January 2012 was considered to be governed under EP-356/2009. As the
construction site area of Contract no. HY/2009/11 had already been handed over
to Contract no. HY/2009/19, the designated noise, water and air quality
monitoring stations for Contract no. HY/2009/11 would be shared with Contract
no. HY/2009/19 from 28 January 2012.
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC and Contract no. HK/2009/02 - Wan
Chai Development Phase II – Central – Wan Chai Bypass at WanChai East and Contract
no. HK/2010/06 Wan Chai Development Phase II – Central-Wan Chai Bypass over MTR
Tsuen Wan Line
4.1.1.
The
proposed divisions of noise monitoring stations are summarized in Table
4.1 below.
Table 4.1 Noise Monitoring Station for Contract nos. HK/2009/01 and HK/2009/02 and HK/2010/06
|
Station |
Description |
|
M1a |
Harbour Road Sports Centre |
4.1.2. No exceedance was recorded in this reporting
period. 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)
4.1.3. The noise monitoring for HY/2009/15 was
commenced on 10 November 2010. The
proposed division of noise monitoring stations are summarized in Table
4.2 below.
Table
4.2
Noise Monitoring Station for Contract nos. HY/2009/15
|
Station |
Description |
|
M2b |
Noon Gun Area |
|
M3a |
Tung Lo Wan Fire Station |
4.1.4.
No
exceedance was recorded in this reporting period. Details of noise monitoring
results and graphical presentation can be referred in Appendix 4.1
Contract no. HY/2009/19 – Central- Wan Chai Bypass
Tunnel (North Point Section) and Island Eastern Corridor Link
4.1.5.
Noise
quality monitoring at M4b and M5b have been implemented with respect to
HY/2009/19 since the marine bore piling work started on 28 Jan 2012.
4.1.6.
The
proposed division of noise monitoring stations for Contract no. HY/2009/19 are
summarized in Table 4.3 below:
Table 4.3
Noise Monitoring
Stations for Contract no. HY/2009/19
|
Station |
Description |
|
M3a |
Tung Lo Wan Fire Station |
|
M4b |
Victoria Centre |
|
M5b |
City Garden |
|
M6 |
HK Baptist Church Henrietta Secondary School |
4.1.7.
Total
7 limit level exceedances were recorded at M6 on 5 and 11 March 2014, 2, 8 and
15 April 2014 and 7 and 14 May 2014. The limit level exceedances were
considered as non-project related.
4.1.8.
Noise
monitoring results measured in this reporting period are reviewed and
summarized. Details of graphical
presentation can be referred in Appendix 4.1.
4.2.1 As the land-based piling
and filling works- DP3 at Tin Hau had been completed on 3 September 2012 and
confirmed by RSS, the real-time noise monitoring results at FEHD Hong Kong
Transport Section Whitfield Depot was excluded under EP-356/2009 since 28
November 2012.
4.2.2 The real-time noise
monitoring results at RTN1 (FEHD Hong Kong Transport Section Whitfield
Depot) was excluded under EP-356/2009 since 28 October 2012, as the land-based
piling and filling works- DP3 at Tin Hau had been completed on 3 September 2012
and confirmed by RSS
4.2.3 Oil Street Community Liaison Centre was confirmed
to be demolished in mid-October by CWB RSS.
This presented a need for relocation of RTN2 – Oil Street Community
Liaison Centre. After liaison with Hong
Kong Electric, permission was granted on 21 Sep 2012 for real time noise
monitoring set up at City Garden Electric Centre (RTN2a – Electric Centre),
which is a representative of the noise sensitive receiver City Garden. The real-time noise monitoring at RTN2-Oil
Street Community Liaison Centre has been relocated to City Garden Electric
Centre (RTN2a- Electric Centre) on 5 Oct 2012. The baseline noise level of
RTN2a will adopt the results derived from the baseline noise monitoring
conducted in Electric Centre from 4 December 2009 to 17 December 2009.
Contract no. HY/2009/19 – Central- Wan Chai Bypass
Tunnel (North Point Section) and Island Eastern Corridor Link
4.2.4
The
proposed divisions of real time noise monitoring stations are summarized in Table
4.4 below. Real time noise monitoring for the marine bored piling works
under contract no. HY/2009/19 was commenced on 28 January 2012.
4.2.5
Real-time
noise monitoring at FEHD Hong Kong Transport Section Whitefield Depot commenced
external wall renovation since 1 June 2012
4.2.6 The
major work activities for Contract no. HY/2009/11 was confirmed substantial complete
by RSS on 4 January 2012. The construction site was handed over to contractor HY/2009/19
on 31 December 2011 in
this reporting period and the FEP-01/356/2009 was
surrendered on 22 October
2012.
The monitoring was temporary suspended since 5 January 2012.
4.2.7 No project related exceedance was recorded in March,
April and May 2014 reporting month at RTN2a-Hong Kong Electric Centre during
this reporting quarter.
4.2.8 Details of real time noise
monitoring results and graphical presentation can be referred to Appendix 4.2
Table
4.4 Real Time Noise
Monitoring Station for Contract no. HY/2009/19
|
District |
Station |
Description |
|
Tin Hau |
RTN1 |
FEHD Hong Kong Transport Section
Whitefield Depot |
|
North Point |
RTN2 |
Oil Street Community Liaison Centre |
|
North Point |
RTN2a |
Electric Centre |
-
Real time noise monitoring results and graphical presentation
during night time period are for information only.
- RTN2 had been relocated to RTN2a since 5 Oct 2012
- RTN1 monitoring had been finished on 28 Nov 2012
4.3.1.
Due to interruption of electric supply, the 24-hr
TSP monitoring at the following stations were rescheduled as below:
CMA1b: from 3 April 2014 to 4 April 2014; from 8, 14 and 20 to 9, 15 and 21 May
2014
CMA3a: from 9 April 2014 to 10 April 2014
CMA4a: from 21 April 2014 to 22 April 2014; from 2 and 9 May 2014 to 3 and 10
May 2014
4.3.2.
1hr and 24hr TSP monitoring were conducted at
CMA1b, CMA2a, CMA3a, CMA4a, CMA5a and CMA6a in the reporting period.
Contract no. HY/2009/11 – Central – Wanchai Bypass,
North Point Reclamation
4.3.3.
The major work activities for Contract no.
HY/2009/11 was confirmed substantial complete by RSS on 4 January 2012. The
construction site was handed over to contractor HY/2009/19 and the FEP-01/356/2009
was surrendered on 22 October 2012. The monitoring for the contract was
temporary suspended on 6 January 2012.
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC
4.3.4.
Air
monitoring was commenced on 1
4.3.5. No
exceedance was recorded in the reporting month. Air quality monitoring results
measured in this reporting period are reviewed and summarized.
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 * |
Contract no. HK/2009/02 - Wan Chai Development
Phase II – Central – Wan Chai Bypass at WanChai East
4.3.6.
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)
4.3.7.
Air
monitoring was commenced on 15 March 2011 for the land filling work for
Contract no. HY/2009/15. The proposed division of air monitoring
stations are summarized in Table 4.8 below.
4.3.8. No
exceedance was recorded in the reporting month. Air quality monitoring results
measured in this reporting period are reviewed and summarized.
Table 4.8
Air
Monitoring Station for Contract no. HY/2009/15
|
Station |
Description |
|
CMA3a |
CWB site office at Wanchai
Waterfront Promenade |
Contract no. HY/2009/19 –Central- Wan Chai Bypass
Tunnel (North Point Section) and Island Eastern Corridor Link
4.3.9.
Air monitoring at CMA1b and CMA2a have been
implemented with respect to HY/2009/19 since the marine bore piling works
started on 28 Jan 2012. No exceedance was recorded in the reporting
period.
4.3.10. No
exceedance was recorded in the reporting month. Air quality monitoring results
measured in this reporting period are reviewed and summarized.
4.3.11.
The proposed division of air monitoring stations is
summarized in Table 4.9 below.
Table
4.9 Air
Monitoring Stations for Contract no. HY/2009/19
|
Station |
Description |
|
CMA1b |
Oil Street Site Office |
|
CMA2a |
Causeway Bay Community Centre |
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC
4.4.1.
Water quality monitoring for Contract no. HK/2009/01 was
commenced on 23 July 2010. The proposed division of water monitoring stations
is summarized in Table 4.10 below.
4.4.2.
Water quality monitoring station RW21-P789 has been
implemented with respect to HK/2009/02 started on 29 July 2013.
Table 4.10
Water Monitoring Stations for Contract no. HK/2009/01
|
Station
Ref. |
Location |
Easting |
Northing |
|
Cooling Water Intake |
|||
|
C1 |
HKCEC
Extension |
835885.6 |
816223.0 |
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.
-
WSD7
and WSD20 water quality monitoring were temporarily suspended since 27 Apr
2012.
-
C2,
C3 C4e and C4w water quality monitoring station was temporarily suspended since
24 Apr 2013
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 |
|||
|
WSD9 |
Tai Wan |
837921.0 |
818330.0 |
|||
|
WSD17 |
Quarry Bay |
839790.3 |
817032.2 |
|||
|
Cooling Water Intake |
||||||
|
RW21-P789 |
Great Eagle Centre/ Sun Hung Kai Centre/CWB |
836268.0 |
816020.0 |
|||
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.
-
Water
quality monitoring at WSD9 and WSD 17 was implemented with respect to
HK/2009/02 from 8 Feb 2012.
-
C5e
and C5w water quality monitoring station was temporarily suspended since 29
July 2013
Contract
no. HK/2012/08 - Wan Chai Development Phase II – Central- Wan Chai Bypass at Wan
Chai West
4.4.4.
Water
monitoring for Contract no. HK/2012/08 was commenced on 5 March 2013. The
proposed division of water monitoring stations are summarized in Table 4.12
below.
Table
4.12
Water Monitoring Stations for Contract
no. HK/2012/08
|
Station
Ref. |
Location |
Easting |
Northing |
|
|
WSD Salt Water Intake |
||||
|
WSD19 |
Sheung Wan |
833415.0 |
816771.0 |
|
|
Cooling Water Intake |
||||
|
P1 |
HKCEC Phase I |
835774.7 |
816179.4 |
|
|
P3 |
The Academy of
performing Arts |
835824.6 |
816212.0 |
|
|
P4 |
Shui on Centre |
835865.6 |
816220.0 |
|
|
P5 |
Government Buildings (Wanchai Tower /
Revenue Tower / Immigration Tower) |
835895.2 |
816215.2 |
|
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 |
|||
|
C7 |
Windsor
House |
837193.7 |
816150.0 |
Remarks: - The cessation of seawater intake operation for C6
was confirmed on 17 May 2011, the water monitoring at C6 was then terminated
since 17 May 2011.
Contract no. HY/2009/19 – Central- Wan Chai Bypass
Tunnel (North Point Section) and Island Eastern Corridor Link
4.4.6. Due to the
commencement of the marine bored piling on 28 Jan 2012, water quality
monitoring for Contract no. HY/2009/19 was commenced on 28 Jan 2012.
4.4.7.
As confirmed by CWB RSS, the marine pilling works under contract
HY/2009/19 was confirmed completed by 4 March 2013. The water quality monitoring at the
respective monitoring stations C8 and C9 were temporarily suspended since 30
March 2013.
4.4.8.
Based on the joint inspection on 4 Jan 2012 for the NPR area, the 4-week
water quality monitoring at WSD9, WSD10, WSD15, WSD17, C8, C9 to confirm no
water deterioration with respect to NPR was commenced since 7 Jan 2012 and it
was completed on 6 February 2012.
4.4.9.
Water quality monitoring at WSD10 and WSD15 was temporary suspended
while water quality monitoring at WSD9 and WSD17 was implemented with respect
to HK/2009/02 from 8 Feb 12 onwards;
4.4.10.
Water quality monitoring at C8 and C9 have been implemented with respect
to HY/2009/19 since the marine bore piling work started on 28 Jan 12.
4.4.11.
Based on the safety concern when external façade refurbishment was
conducted by contractor employed by Provident Center (C9) between 9 January
2012 to 30 July 2012 which caused to the inaccessibility of sampling either
land and marine since 3 Feb 2012, there is a fine adjustment of the sampling
location of water quality monitoring at C9 since 10 March 2012 to the closest
accessible point prior to the completion of the external façade refurbishment
work.
4.4.12.
With respect to the trial dredging at WCR2 was scheduled on 20, 22, 24,
25 March and 1, 3 , 11, 13, 15, 17, 19, 20 Apr and 3 May 2012, on-going water
quality monitoring results at WSD21 during this period was checked and
indicated that there was no contribution due to the trial dredging
operation. Enhanced review of water quality around WCR2 was also
implemented and no deterioration in the water quality was observed.
4.4.13. Due to the access of water monitoring station at WSD19 was blocked
by LCSD construction works from 3
4.4.14. Due to the dredging works for Cross Harbour Water Mains from
Wan Chai to Tsim Sha Tsui- DP6 was completed on 26 March 2012, the temporary
suspension of impact water quality monitoring at WSD7 and WSD20 after 27
4.4.15.
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.
4.4.16.
24 hours
monitoring of turbidity at the cooling water intakes at C7 was conducted. With respect to the seawall collapsing at TS4 on 17 November 2011, the
24 hours turbidity monitoring and was kept in November 2011. Since the
reinstating the seawall was completed on 13 January 2012 and no any water deterioration
was performed, 24 hour turbidity monitoring was then suspended on 27 January
2012.
4.4.17.
The
enhanced water quality monitoring at C6, C7, Ex-WPCWA-SW and Ex-WPCWA-SE was
commenced on 13 January 2011.
4.4.18.
Water
monitoring results measured in this reporting period are reviewed and
summarized in Table
4.15. Details of water quality
monitoring results and graphical presentation can be referred in Appendix 4.3.
Table 4.15 Summary of Water Quality Monitoring Exceedances in Reporting period
|
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 |
||
|
HK/2009/01 |
C1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
HK/2012/08 |
WSD19 |
0 |
0 |
1 |
0 |
0 |
1 |
0 |
0 |
1 |
2 |
0 |
0 |
|
P1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
|
P3 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
|
P4 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
P5 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
|
HK/2009/02 Monitoring started
on 8 Feb 2012 |
WSD21 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
1 |
0 |
0 |
|
WSD9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
|
WSD17 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
RW21-P789 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
HY/2009/15 |
C7 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
Total |
0 |
0 |
1 |
0 |
0 |
1 |
0 |
0 |
2 |
7 |
0 |
1 |
|
-
WSD9
and WSD17 were implemented with respect to HK/2009/02 from 8 Feb 2012.
-
4-week
water quality monitoring at WSD9, WSD10, WSD15, WSD17, C8 and C9 were completed
on 6 Feb 2012.
-
C8
and C9 were implemented with respect to HY/2009/19 from 28 Jan 2012.
-
C8
& C9 was temporary suspended on 30 March 2013 due to the marine works for
Contract no. HY/2009/19 had been completed on 4 March 2013
-
WSD7
and WSD20 were temporarily suspended from 27 Apr 2012
-
C2,
C3 C4e and C4w water quality monitoring station was temporarily suspended since
24 Apr 2013
-
C5e
and C5w water quality monitoring station was temporarily suspended since 29
July 2013
4.4.19.
Enhanced
DO monitoring at 4 monitoring stations in Causeway Bay Typhoon Shelter and
Ex-Public Cargo Works Area was conducted three days per week during the
reporting period. The action and limit level exceedances of water quality
monitoring are summarized in Table 4.15a.
Table 4.15a
Summary of Enhanced Dissolved Oxygen
Monitoring Exceedances in Reporting period
|
Contract
no. |
Water
Monitoring Station |
Mid-flood |
Mid-ebb |
||
|
DO |
DO |
||||
|
AL |
LL |
AL |
LL |
||
|
HY/2009/15 |
C6 |
0 |
0 |
0 |
0 |
|
C7 |
0 |
0 |
0 |
0 |
|
|
Ex-WPCWA SW |
0 |
7 |
0 |
6 |
|
|
Ex-WPCWA SE |
0 |
7 |
0 |
6 |
|
|
Total |
0 |
14 |
0 |
12 |
|
4.4.20.
There
were 0 action level and 26 limit level exceedances of enhanced dissolved oxygen
recorded in this reporting quarter. Investigation found that the exceedances
are not related to the Project works.
Details of graphical presentation can be referred in Appendix 4.3.
4.4.21.
In response to the Condition 2.18 of the Environmental Permit no.
EP-356/2009 requiring that a silt curtain / impermeable barrier system be
installed to channel water discharge flow from Culvert L to locations outside
the embayment area, a proposed replacement of the requirement with additional
dissolved oxygen monitoring has been conducted at three monitoring stations,
namely A, B and C between the eastern seawall of Central Reclamation Phase III
and the HKCEC Extension since November 2011 under EP-356/2009 so that DO level
between the eastern seawall of Central Reclamation Phase II and the HKCEC
extension could be continuously monitored. Details of additional DO monitoring results
can be referred in Appendix
4.3a.
4.4.22.
With respect to the commencement of dredging works under HK/2012/08 and
the installation of MTR precast protection unit, the enhanced water quality
monitoring for Culvert L was temporarily suspended since 24 July 2013
Contract no. HK/2009/01 - Wan Chai Development
Phase II – Central –Wanchai Bypass at HKCEC
4.5.1. Inert C&D waste was
disposed and non-inert C&D
waste was disposed of for the site works in this reporting period. Details of
the waste flow table are summarized in Table 4.16.
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 |
32.9 |
53192.755 |
TKO137, TM38 |
|
Inert C&D materials recycled, m3 |
0 |
5104.5 |
N/A |
|
Non-inert C&D materials disposed, m3 |
68.4 |
1649.47 |
SENT Landfill |
|
Non-inert C&D materials recycled, kg |
0 |
151143 |
N/A |
|
Chemical waste disposed, kg |
0 |
10250 |
N/A |
|
Marine Sediment (Type 1 – Open Sea Disposal)
, m3 |
0 (Bulk Volume) |
97428.2 (Bulk Volume) |
South of Cheung Chau |
|
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal) , m3 |
0 (Bulk Volume) |
52250 (Bulk Volume) |
East of Cha Chau |
|
Dredged Sediment Requiring Type 3 – Special Treatment / Disposal contained in
Geosynthetic Containers |
0 (Bulk Volume) |
6773 (Bulk Volume) |
East of Cha Chau |
Remark: Cumulative Quantity-to-Date of InertC&D
materials disposed, InertC&D materials recycled and Non-InertC&D
materials disposed were updated
4.5.2. There were no Marine Sediment (Type 1 –
Open Sea Disposal) and no Marine Sediment
(Type 1- Open Sea Disposal (Dedicate Sites) & Type 2- Confined Marine
Disposal) disposed of in this reporting quarter.
Contract no. HK/2009/02 - Wan Chai Development
Phase II – Central – Wan Chai Bypass at WanChai East
4.5.3. Inert and non-inert C&D waste were disposed of for the
site works in this reporting period. Details of the waste flow table are
summarized in Table 4.17.
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 |
7470.825 |
261126.605 |
TKO137/ TM 38 |
|
Inert C&D materials recycled, m3 |
NIL |
18161 |
N/A |
|
Non-inert C&D materials disposed, m3 |
98.42 |
1452.793 |
SENT Landfill |
|
Non-inert C&D materials recycled, m3 |
NIL |
NIL |
N/A |
|
Chemical waste disposed, kg |
1124 |
12660 |
SENT Landfill |
|
Marine Sediment (Type 1 – Open Sea
Disposal), m3 |
1121 |
185288 (Bulk volume) |
South of Cheung Chau |
|
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal), m3 |
0 |
129320 (Bulk volume) |
East of Sha Chau |
Remarks: Cumulative Quantity – to – Date of Inert C&D
materials disposed was updated
4.5.4. There were Marine Sediment (Type 1 –
Open Sea Disposal) and no Marine
Sediment (Type 1- Open Sea Disposal (Dedicate Sites) & Type 2- Confined
Marine Disposal) disposed of in this reporting quarter.
Contract no. HY/2009/15 -
Central-Wanchai Bypass – Tunnel (Causeway Bay Typhoon Shelter Section)
4.5.5. No inert and non-inert C&D waste were disposed of for the site works
in this reporting period. Details of the waste flow table are summarized in Table
4.18.
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 |
Remarks |
|
Inert C&D materials disposed, m3 |
NIL |
141579.2 |
Tuen Mun Area 38 |
NIL |
|
NIL |
65216 |
TKO137 FB |
NIL |
|
|
Inert C&D materials recycled, m3 |
NIL |
304 |
Ex-PCWA |
NIL |
|
NIL |
111.9 |
TS4 |
NIL |
|
|
Non-inert C&D materials disposed, m3 |
NIL |
252.2 |
SENT Landfill |
NIL |
|
Non-inert C&D materials recycled, kg |
NIL |
299361.5 |
N/A |
NIL |
|
Chemical waste disposed, kg |
NIL |
8,200 |
N/A |
NIL |
|
Marine Sediment (Type 1 – Open Sea Disposal)
, m3 |
NIL |
100,208 (Bulk
Volume) |
South of Cheung Chau |
Dredging from TCBR1E / TCBR1W / TCBR2/ TCBR3 /
TCBR4 / Maintenance dredging |
|
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal) , m3 |
820 |
227315 (Bulk
Volume) |
East of Sha Chau |
Dredging from TCBR1E / TCBR1W / TCBR2/ TCBR3 /
TCBR4 / Maintenance dredging |
|
Marine Sediment (Type 3 – Special Treatment
/ Disposal contained in Geosynthetic Containers) |
0 |
8780 (Bulk Volume) |
East of Sha Chau |
Dredging from TCBR1W / Maintenance dredging |
|
Marine Sediment (Type 2 – Confined Marine
Disposal), m3 |
0 (Bulk Volume) |
9350 (Bulk Volume) |
East of Sha Chau |
Dredging from Eastern Breakwater of CBTS |
|
Marine Sediment (Type 1 – Open Sea Disposal)
, m3 |
600 (Bulk Volume) |
600 (Bulk Volume) |
East Sha Chau / South of The Brothers |
Dredging from Phase 3 Mooring Re-arrangement |
|
Marine Sediment (Type 2– Confined Marine Disposal)
, m3 |
1,800 (Bulk Volume) |
14,780 (Bulk Volume) |
South of The Brothers |
Dredging from Phase 3 Mooring Re-arrangement |
|
Marine Sediment (Type 3 – Special Treatment
/ Disposal contained in Geosynehetic Containers) , m3 |
2,760 (Bulk Volume) |
2,760 (Bulk Volume) |
South of The Brothers |
Dredging from Phase 3 Mooring Re-arrangement |
Remarks: Cumulative Quantity – to – Date of Marine Sediment (Type 1 – Open Sea Disposal),
Marine Sediment (Type 2– Confined Marine Disposal) and Marine Sediment (Type 3
– Special Treatment / Disposal contained in Geosynehetic Containers) disposed
were updated
4.5.6. There was Marine Sediment (Type 2 – Confined Marine
Disposal) and Marine Sediment (Type 3 – Special Treatment / Disposal contained
in Geosynehetic Containers) were disposed in this reporting quarter.
Contract
no. HK/2010/06 - Wan Chai Development Phase II – Central –Wanchai Bypass over
MTR Tsuen Wan Line
4.5.7. No non-inert C&D and no
Inert C&D waste were
disposed of for the site works in this reporting period. Details of the waste
flow table are summarized in Table 4.19.
Table
4.19 Details of Waste Disposal for
Contract no. HK/2010/06
|
Waste Type |
Quantity this month |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
|
Inert C&D materials disposed, m3 |
0 |
12567.88 |
TM38 |
|
Inert C&D materials recycled, m3 |
0 |
267 |
HK/2009/01 |
|
Non-inert C&D materials disposed, m3 |
0 |
369.48 |
SENT/TKO137SF |
|
Non-inert C&D materials recycled, m3 |
0 |
60.58 |
Recyclers |
|
Chemical waste disposed, L |
0 |
2600 |
N/A |
|
Marine Sediment (Type 1 – Open Sea Disposal), m3 |
0 (Bulk Volume) |
3,891 (Bulk Volume) |
South Cheung Chau |
|
Marine Sediment (Type 1 – Open Sea Disposal
(Dedicate Sites) & Type 2 – Confined Marine Disposal) , m3 |
0 (Bulk Volume) |
(Bulk Volume) |
East Sha Chau |
4.5.8. There was no Marine Sediment (Type 1- Open Sea
Disposal) and no Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites)
& Type 2 – Confined Marine Disposal) were disposed in this reporting
quarter.
Contract
no. HY/2009/19 – Central- WanChai Bypass Tunnel (North Point Section) and
Island Eastern Corridor Link
4.5.9. Inert and non-inert C&D waste were disposed of
in this reporting quarter
Table 4.20 Details of Waste Disposal for Contract no. HY/2009/19
|
Waste Type |
Quantity this month |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
|
Inert C&D materials disposed, m3 |
11706.04 |
348537.1 |
TM38 |
|
Inert C&D materials recycled, m3 |
4846.32 |
58548.29 |
N/A |
|
Non-inert C&D materials disposed, m3 |
113.36 |
720.28 |
N/A |
|
Non-inert C&D materials recycled, kg |
11.59 |
320.82 |
N/A |
|
Chemical waste disposed, L |
0.73 |
2.01 |
N/A |
|
Marine Sediment (Type 1 – Open Sea Disposal), m3 |
0 |
162 |
South Cheung Chau |
|
Marine Sediment (Type 2 – Confined Marine Disposal) , m3 |
0 |
681 |
East Sha Chau |
|
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) &
Type 2 – Confined Marine Disposal) , m3 |
0 |
4976.00 |
N/A |
4.5.10. There were no marine sediments Type1- Open Sea
Disposal and there were no Type 1 – Open Sea Disposal (Dedicate Sites) &
Type 2 – Confined Marine Disposal in the reporting period.
Contract
no. HK/2012/08 –Wan Chai Development Phase II – Central- Wan Chai Bypass at Wan
Chai West
4.5.11. Inert and non-inert C&D waste were disposed of
in this reporting quarter. Details of the waste flow table are summarized in
Table 4.21.
Table
4.21 Details of Waste Disposal for Contract no. HK/2012/08
|
Waste Type |
Quantity this period |
Cumulative Quantity-to-Date |
Disposal / Dumping Grounds |
|
Inert C&D
materials disposed, m3 |
72 |
1247 |
TM38 |
|
Inert C&D
materials recycled, m3 |
NIL |
NIL |
N/A |
|
Non-inert C&D
materials disposed, m3 |
275 |
295 |
N/A |
|
Non-inert C&D
materials recycled, kg |
NIL |
NIL |
N/A |
|
Chemical waste
disposed, L |
NIL |
NIL |
N/A |
|
Marine Sediment (Type 1 – Open Sea Disposal), m3 |
0 |
31035 |
South of Cheung Chau |
|
Marine Sediment (Type
1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine
Disposal) , m3 |
0 |
108155 |
East of Sha Chau |
4.5.12. There were Marine Sediment (Type 1 – Open Sea
Disposal) and marine sediment Type 1 – Open Sea Disposal (Dedicate Sites) &
Type 2 – Confined Marine Disposal generated were disposed in this reporting period.
Contract
no. HY/2010/08 –Central - Wan Chai Bypass (CWB) –Tunnel (Slip Road 8)
4.5.13. No Inert C&D waste and non-inert C&D waste
were disposed in this reporting period. Details of the waste flow table are
summarized in Table 4.22
Table 4.22 Details of
Waste Disposal for Contract no. HY/2010/08
|
Waste Type |
Quantity this period |
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 |
NIL |
NIL |
N/A |
|
Marine Sediment (Type
1 – Open Sea Disposal) |
12860 |
12860 |
South Cheung Chau |
|
Marine Sediment (Type
1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine
Disposal) , m3 |
17820 |
17820 |
N/A |
4.5.14. There were Marine Sediment (Type 1 – Open Sea
Disposal) and marine sediment Type 1 – Open Sea Disposal (Dedicate Sites) &
Type 2 – Confined Marine Disposal generated were disposed in this reporting
period.
5.0.1. The Event Action Plan for construction noise, air
quality and water quality are presented in Appendix 5.1.
5.1.1
Total
7 limit level exceedances were recorded at M6 on 5 and 11 March 2014, 2, 8 and
15 April 2014 and 7 and 14 May 2014. The limit level exceedances were
considered as non-project related.
5.1.2 Noise monitoring results measured in this reporting
period are reviewed and summarized.
Details of graphical presentation can be referred in Appendix 4.1.
5.2.1 No project related exceedances were recorded in March,
April and May 2014 reporting month at RTN2a-Hong Kong Electric Centre during
this reporting quarter.
5.2.2
Details
of real time noise monitoring results and graphical presentation can be
referred to Appendix 4.2
5.3.1
No
exceedance was recorded in 1-hr TSP and 24-hrs TSP monitoring in the reporting
period.
5.4.1.
The
summary of water quality exceedances recorded in reporting period is presented
in the Table 5.1 and Table 5.1a.
Table 5.1 Summary of Water Quality Monitoring Exceedances in
Reporting period
|
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 |
||
|
HK/2009/01 |
C1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
HK/2012/08 |
WSD19 |
0 |
0 |
1 |
0 |
0 |
1 |
0 |
0 |
1 |
2 |
0 |
0 |
|
P1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
|
P3 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
|
P4 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
P5 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
|
|
HK/2009/02 Monitoring started on 8 Feb 2012 |
WSD21 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
1 |
0 |
0 |
|
WSD9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
|
WSD17 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
RW21-P789 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
HY/2009/15 |
C7 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
Total |
0 |
0 |
1 |
0 |
0 |
1 |
0 |
0 |
2 |
7 |
0 |
1 |
|
- WSD9 and
WSD17 were implemented with respect to HK/2009/02 from 8 Feb 2012.
- 4-week
water quality monitoring at WSD9, WSD10, WSD15, WSD17, C8 and C9 were completed
on 6 Feb 2012.
- C8 and C9 were implemented with respect to
HY/2009/19 from 28 Jan 2012.
- C8 & C9 was temporary suspended on 30
March 2013 due to the marine works for Contract no. HY/2009/19 had been
completed on 4 March 2013
- WSD7
and WSD20 were temporary suspended since 27
5.4.2. All exceedances in Table 5.1 have been investigated. No DO exceedances, 6
turbidity exceedances and 10 SS exceedances were recorded during mid-flood
while no DO exceedance, 6 turbidity exceedances and 7 SS exceedances were
recorded during mid-ebb in the reporting period. All the exceedances were
concluded as non-project-related.
Table 5.1a
Summary of Enhanced Dissolved Oxygen
Monitoring Exceedances in Reporting period
|
Contract no. |
Water Monitoring Station |
Mid-flood |
Mid-ebb |
||
|
DO |
DO |
||||
|
AL |
LL |
AL |
LL |
||
|
HY/2009/15 |
C6 |
0 |
0 |
0 |
0 |
|
C7 |
0 |
0 |
0 |
0 |
|
|
Ex-WPCWA SW |
0 |
7 |
0 |
6 |
|
|
Ex-WPCWA SE |
0 |
7 |
0 |
6 |
|
|
Total |
0 |
14 |
0 |
12 |
|
5.4.3. All exceedances in Table 5.1a have been
investigated and were considered unlikely to be related to project works. The
low DO levels were possible in relation to the low flow and recorded low water
depth. In view that no odour nuisance was detected during monitoring, the DO
exceedances were considered not related to the Project. These DO exceedances
were considered as the natural variation and not related to the Project works.
5.5.1. There was no non-compliance from the site audits in
the reporting period. During environmental site inspections conducted during
the reporting period, minor deficiencies were noted.
5.6.1
There was no non-compliance from the site audits 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 was no complaint received in this reporting
period.
6.0.2.
The details of cumulative complaint
log and summary of complaints are presented in Appendix
6.1.
6.0.3. 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 period |
28 |
|
March 2014- May 2014 |
0 |
|
Project-to-Date |
28 |
Table 6.2 Cumulative Statistics on Successful
Prosecutions
|
Environmental Parameters |
Cumulative No. Brought Forward |
No. of Successful Prosecutions this quarter (Offence Date) |
Cumulative No. Project-to-Date |
|
Air |
- |
0 |
0 |
|
Noise |
- |
0 |
0 |
|
Water |
- |
0 |
0 |
|
Waste |
- |
0 |
0 |
|
Total |
- |
0 |
0 |
7.0.1. According
to Condition 3.4 of the EP-356/2009, this section addresses the relevant
cumulative construction impact due to the concurrent activities of the current
projects including the Central Reclamation Phase III, Central-Wanchai Bypass
and Island Eastern Corridor Link projects.
7.0.2. According
to the Monthly EM&A report (October 2013) of Central Reclamation Phase III
(CRIII) , remaining soft landscaping work behind GPO boundary wall and
remaining footpath construction at Edinburgh Place were performed in the
November 2013 reporting month. The water quality monitoring was completed in
October 2011 and no Project-related exceedance was recorded for air and noise
monitoring. It can be concluded that
cumulative construction impact due to the concurrent activities of the current
projects with the Central Reclamation Phase III (CRIII) was insignificant
7.0.3. According
to the construction programme of Wan Chai Development Phase II, Central-Wan
Chai Bypass and Island Eastern Corridor Link projects, the major construction
activity under Wan Chai Development Phase II were marine works at HKCEC areas,
cross-harbour Watermains, Fresh Watermains and Cooling Watermains
Installations, tunnel works at Wan Chai East and filling works at Wan Chai
West. The major construction activities under Central-Wan Chai Bypass and
Island Eastern Corridor Link Projects were tunnel construction at TS4 and
tunnel construction and dismantling of struts at TPCWAE. Bridge construction
and tunnel works at Central Interchange, ELS, segment launching works and tunnel
works at North Point area. The major environmental impact was water quality
impact at Causeway Bay and Wan Chai. Land-based construction activities were tunnel
construction at TS2, TS4 and TPCWAE, tunnel works at Central and ELS and tunnel
works at North Point and tunnel works at Wan Chai East in the reporting period.
7.0.4. The major
environmental impacts generated from tunnel works at Central and tunnel works
at Wan Chai East, IECL and Causeway Bay Typhoon Shelter were undertaken in the
reporting month. No significant air impact from construction activities was
anticipated in the reporting month. Besides, there was works-related limit
level exceedance during water quality monitoring event in the reporting month
and rectification measures have been implemented by contractor. Thus, it is
evaluated that the cumulative construction impact from the concurrent projects
including Wan Chai Development Phase II 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-compliance was noted and no prosecution was
received during the reporting period.
8.0.3. The construction programmes
of individual contracts are provided in Appendix 8.1.