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-01/356/2009, fep-02/356/2009, FEP-03/356/2009, Fep-04/356/2009

and fep-05/356/2009

Quarterly Environmental Monitoring

and Audit Report

- September 2012 to November 2012 -

CLIENTS:	PREPARED BY:
Civil Engineering and Development Department and Highways Department	Lam Geotechnics Limited 11/F Centre Point 181-185 Gloucester Road, Wanchai, H.K. Telephone: (852) 2882-3939 Facsimile: (852) 2882-3331 E-mail: info@lamenviro.com Website: http://www.lamenviro.com
	CHECKED by:
	Raymond Dai Environmental Team Leader
	DATE:
	28 December 2012

Table of contents

EXECUTIVE SUMMARY. 4

1. Introduction. 13

1.1 Scope of the Report 13

1.2 Structure of the Report 13

2. Project Background. 14

2.1 Background. 14

2.2 Scope of the Project and Site Description. 14

2.3 Division of the Project Responsibility. 15

2.4 Project Organization and Contact Personnel 16

2.5 Principal Work and Activities. 18

3. Monitoring Requirements. 24

3.1. Noise Monitoring. 24

3.2. Air Monitoring. 25

3.3. Water Quality Monitoring. 28

4. Monitoring Results. 34

4.1. Noise Monitoring Results. 34

4.2. Real Time Noise Monitoring Results. 36

4.3. Air Monitoring Results. 37

4.4. Water Monitoring Results. 40

4.5. Waste Monitoring Results. 45

5. Compliance Audit. 50

5.1. Noise Monitoring. 50

5.2. Real-time Noise Monitoring. 50

5.3. Air Monitoring. 50

5.4. Water Quality Monitoring. 50

5.5. Site Audit 52

5.6. Review of the Reasons for and the Implications of Non-compliance. 52

5.7. Summary of action taken in the event of and follow-up on non-compliance. 52

6. Complaints, Notification of Summons and Prosecution. 53

7. Cumulative Construction Impact due to the Concurrent Projects. 55

8. Conclusion. 56

lIST OF TABLES

Table I Principal Work Activities for Contract no. HY/2009/11

Table II Principal Work Activities for Contract no. HK/2009/01

Table III Principal Work Activities for Contract no. HK/2009/02

Table IV Principal Work Activities for Contract no. HY/2009/15

Table V Principal Work Activities for Contract no. HK/2010/06

Table VI Principal Work Activities for Contract no. HY/2009/19

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. HY/2009/11

Table 2.5 Principal Work Activities for Contract no. HK/2009/01

Table 2.6 Principal Work Activities for Contract no. HK/2009/02

Table 2.7 Principal Work Activities for Contract no. HY/2009/15

Table 2.8 Principal Work Activities for Contract no. HK/2010/06

Table 2.9 Principal Work Activities for Contract no. HY/2009/19

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 Stations for Contract no. HY/2009/11

Table 4.2 Noise Monitoring Station for Contract nos. HK/2009/01 and HK/2009/02

Table 4.3 Noise Monitoring Station for Contract nos. HY/2009/15

Table 4.5 Noise Monitoring Station for Contract nos. HY/2009/19

Table 4.7 Air Monitoring Stations for Contract no. HY/2009/11

Table 4.8 Air Monitoring Stations for Contract no. HK/2009/01

Table 4.9 Air Monitoring Station for Contract no. HK/2009/02

Table 4.10 Air Monitoring Station for Contract no. HY/2009/15

Table 4.11 Air Monitoring Station for Contract no. HY/2009/19

Table 4.12 Water Monitoring Stations for Contract no. HY/2009/11

Table 4.13 Water Monitoring Stations for Contract no. HK/2009/01

Table 4.14 Water Monitoring Stations for Contract no. HK/2009/02

Table 4.15 Water Monitoring Stations for Contract no. HK/2010/06

Table 4.16 Water Monitoring Stations for Contract no. HY/2009/15

Table 4.17 Water Monitoring Stations for Contract no. HY/2009/19

Table 4.18 Summary of Water Quality Monitoring Exceedances in Reporting period

Table 4.18a Summary of Enhanced Dissolved Oxygen Monitoring Exceedances in Reporting period

Table 4.19 Details of Waste Disposal for Contract no. HY/2009/11

Table 4.20 Details of Waste Disposal for Contract no. HK/2009/01

Table 4.21 Details of Waste Disposal for Contract no. HK/2009/02

Table 4.22 Details of Waste Disposal for Contract no. HY/2009/15

Table 4.23 Details of Waste Disposal for Contract no. HK/2010/06

Table 4.24 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

EXECUTIVE SUMMARY

1. This is the Quarterly Environmental Monitoring and Audit (EM&A) Report – September 2012 to November 2012 prepared for the Project of Wan Chai Development Phase II and Central-Wanchai Bypass under Environmental Permit no. EP-356/2009 and Further Environmental permit nos. FEP-01/356/2009, FEP-02/356/2009, FEP-03/356/2009, FEP-04/356/2009 and FEP-05/356/2009. This report presents the environmental monitoring and audit findings and information during the period from September 2012 to November 2012. The cut-off date of reporting is at 27^th of each reporting period.

Construction Activities for the Reported Period

2. During this reporting period, the principal work activities for Contract no. HY/2009/11 are summarized as below:

Table I Principal Work Activities for Contract no. HY/2009/11

September 2012	October 2012	November 2012
Ÿ 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.	Ÿ The Contractor HY/2009/11 had been submitted the surrender of Further Environmental Permit (FEP-01/356/2009) to EPD on 22 October 2012 Ÿ 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. Ÿ	Ÿ Nil

3. During this reporting period, the principal work activities for Contract no. HK/2009/01 are summarized as below:

Table II Principal Work Activities for Contract no. HK/2009/01

September 2012	October 2012	November 2012
Marine Works (at Wan Chai) Ÿ Rockfilling for rock bund across HKCEC Water Channel from Ch220 to Ch230 Reclamation of HKCEC3W within HKCEC Water Channel Ÿ Installation of pipe pile wall for demolition of existing seawall at Expo Drive East Ÿ Demolition of Wan Chai West Ferry Pier Ÿ Fabrication of 3 nos. of precast concrete caisson seawall Cross-Harbour Watermains Installation (CHA & CHB) and Marine Works (at TST) Ÿ Rockfilling and rock protection to cross-harbour watermains Ÿ Thrust block construction for A16 & B16 and A17 & B17 Ÿ Site area at Salisbury Garden was handed over to LCSD Fresh Watermains, Cooling Watermains and Salt Watermains (On Land) Ÿ Mainlaying works at Zone B1-5A, B2-1, B3-1, B4-3, B4-1A, B5-1(Switch Room), B5-3(Switch Room), A1-1, A1-2, A1-3B, A2-2, A3-2A, A3-4B and Run-out of Renaissance Hotel Ÿ Mainlaying works and subsequent reinstatement in Zone A4-2A and Zone A3-5B Ÿ Mainlaying works and part of the carriageway reinstatement in Zone A3-2A.Heading No. H1 would be carried out in the excavated trench as a jacking pit Ÿ Mainlaying works at Zone A3-4B Ÿ Mainlaying works at Run-out of Renaissance Hotel Ÿ Excavation works for Heading No. H6c (Mainlaying works by trenchless method) and pipe laying works Ÿ Heading No. H1 Ÿ Pipe laying works for heading No. H6a Ÿ Mainlaying and chamber construction works at the traffic island near junction of Convention Avenue and Fenwick Pier Street Ÿ Mainlaying works at Expo Drive East in Zone C1-10 Ÿ Trial pit at Zone X1-6 of Fleming Road Ÿ Pipe Laying works including 9 nos. cooling mains and 2 nos. cross harbour watermains at North Bank of HKCEC Water Channel Ÿ Pipe Laying works including 9 nos. cooling mains and 2 nos. cross harbour watermains across E/D section within HKCEC Water Channel Ÿ Pipe Laying works including 9 nos. cooling mains and 2 nos. cross harbour watermains across SCL section within HKCEC Water Channel Ÿ Final cleaning, CCTV inspection and pressure test for the 9 nos. cooling watermains	Marine Works (at Wan Chai) Ÿ Rockfilling for HKCEC3E (East of HKCEC) between CH290 and CH385 Ÿ Installation of pipe pile wall for demolition of existing seawall at Expo Drive East. Grouting works to pipe pile Ÿ Dredging works for Type 3 sediment beneath Expo Drive East bridge Ÿ Dredging works for Type 2 sediment beneath Expo Drive East bridge Ÿ Fabrication of 3 nos. of precast concrete caisson seawall, 1 no. precast concrete box culvert (namely Bay 100 and 2 nos. precast discharge outfall in precasting yard at Guangdong, China Cross-Harbour Watermains Installation (CHA & CHB) and Marine Works (at TST) Ÿ Rockfilling and rock protection to cross-harbour watermains Ÿ Thrust block construction for A18B18 Ÿ Platform erection for crawler crane demobilization at TST landfall near Salisbury Garden. Demobilization of 80t crawler crane from the jack-up barge. Ÿ Pressure test for fresh watermains CHE and CHF Ÿ Pressure test for cross-harbour watermains CHA and CHB Fresh Watermains, Cooling Watermains and Salt Watermains (On Land) Ÿ Mainlaying works at Zone B1-5A, B2-1, B3-1, B5-1(Switch Room), B5-3(Switch Room), A1-1, A1-2, A1-4, A2-3D, A3-2A, A3-4B, C1-10 and Run-out of Renaissance Hotel Ÿ Mainlaying works and subsequent reinstatement in Zone B4-3 and Zone B4-1A Ÿ Mainlaying works and subsequent reinstatement in Zone A2-2 and TTA Zone A2-3D Ÿ Pipe laying works at Heading No. H6c has been completed and the road reinstatement works at the jacking pit of Zone A1-3B and TTA Zone A1-4 Ÿ Pipe laying works for heading No. H6a. Ÿ Excavation works at Heading No. H1 Ÿ Mainlaying and chamber construction works at the traffic island near junction of Convention Avenue and Fenwick Pier Street Ÿ Mainlaying works at Expo Drive East in Zone C1-10 Ÿ Final cleaning, CCTV inspection and pressure test for the 9 nos. cooling watermains E&M Ÿ Electrical works in cooling water pumping stations P5 Ÿ Cable works at Zone B1-5A, Zone B5-1(Switch Room) and B5-3(Switch Room) Power energization to L.V. switchboard for cooling water pumping stations P1, P3 and P4 by HEC Ÿ Power supply to cooling water pumping stations P1 and P4 from L.V. switchboard Ÿ Optical fiber cabling works from cooling water pumping stations P1, P3, P4 and P5 to relative stakeholders	Marine Works (at Wan Chai) Ÿ Rockfilling for HKCEC3E (East of HKCEC) between CH290 and CH385 Ÿ Grouting works to pipe pile at Expo Drive East. Advance excavation works for installation of tie back and installation of tie back Ÿ Removal of existing seawall and rock armour at Expo Drive East Ÿ Dredging underneath Expo Drive East by telescopic excavator Ÿ Fabrication of 3 nos. of precast concrete caisson seawall, 1 no. precast concrete box culvert (namely Bay 10) and 2 nos. precast discharge outfall in precasting yard at Guangdong, China Cross-Harbour Watermains Installation (CHA & CHB) and Marine Works (at TST) Ÿ Rockfilling and rock protection to cross-harbour watermains Ÿ Thrust block construction for A18B18 Ÿ Connection work between land pipeline and marine pipeline Ÿ Reinstatement works for the TST landfall Fresh Watermains, Cooling Watermains and Salt Watermains (On Land) Ÿ Mainlaying works at Zone B1-5A, B2-1, B3-1, A1-1, A1-2, A1-4, A1-2A & A1-3A, A2-3D, A3-2A, A3-4B, A3-3C, C1-6 and run-out of Renaissance Hotel Ÿ Mainlaying works at TTA Zone A2-3D and A1-4 Ÿ Pipe laying works at heading No. H1 and Zone A3-4B Ÿ Mainlaying works at Zone A3-3C Ÿ Mainlaying and chamber construction works at the traffic island near junction of Convention Avenue and Fenwick Pier Street Ÿ Mainlaying works at Expo Drive East in Zone C1-10 was substantially completed and subsequent TTA Zone C1-6 Ÿ Final cleaning, CCTV inspection and pressure test for the 9 nos. cooling watermains E&M Ÿ Electrical works in cooling water pumping stations P5 Ÿ Major cabling works from existing LV Switch-board Room to Cooling Water Pumping Station P5 Ÿ Power energization to L.V. switchboard for cooling water pumping stations P5 Ÿ Full commissioning for Cooling Water Pumping Stations P1

4. During this reporting period, the principal work activities for Contract no. HK/2009/02 are summarized as below:

Table III Principal Work Activities for Contract no. HK/2009/02

September 2012	October 2012	November 2012
Ÿ Modification work of PTI at Expo Drive East Ÿ Modification work of bus station at Expo Drive East near EVA Ÿ Initial testing of the pumping stations of P7 (GE/HC), P8 (SHK) and P9 (CRB) Ÿ Reinstatement at Tonnochy Road - Harbour Road junction Ÿ Cooling mains installation at west of Gate 1 inside ex-pet garden and the steel fixing of the damaged thrust box was casted Ÿ Waterproofing membrane at roof level of WSD Salt Water Pumping Station Ÿ E&M works at WSD Salt Water Pumping Station Ÿ Cutting opening and removing sheet pile of WSD receiving pit connecting to Wan Shing Street Intake Culverts Ÿ Concreting of the inspection chamber (1st lift) at salt water intake culvert Bay 20 Ÿ Stripping of formwork and cement mortar of tie holes for wall shaft inside salt intake culvert Bay 19b ~ Bay 24 Ÿ Welding for the 1st layer waling at salt water intake culvert Bay 9 to Bay 11 at WCR1 Ÿ Concreting of pile caps of Bay 2 in salt water intake seaside cofferdam Ÿ Concreting of pile caps of Bay 6 in salt water intake landside cofferdam Ÿ Cutting the opening of sheet piles and saw cutting of D-wall & thrust wall between Launching Pit and Jacking Pit Ÿ Placing concrete for surround the HDPE pipe at Submarine Sewage Outfall Seaside Cofferdam Ÿ Placing of 25.5°Bend to pipeline B at TBM Jacking Pit Ÿ Placing of Mild Steel Horizontal Bend at DSD Receiving Pit of pipeline A Ÿ Fixing brackets to the bend section at temporary steel bridge Ÿ Laying HDPE pipes and placing concrete surround for the pipes at Launching Pit & TBM Jacking Pit Ÿ Concreting the base slab of Box Culvert N1 Bay 1 Ÿ The wall & top slab of Bay 2 and Bay 3 on UU bridge Ÿ Welding steel capping plate for pile cap of Box N1 Bay 4, steel re-bars for pile cap Ÿ Welding steel capping plate for pile cap of Box N1 Bay 5 Ÿ TTA for trial excavation and preparation works for Hung Hing Road Diversion Ÿ Dewatering for the construction new Ø1800mm drainage pipe Ÿ Concreting the columns at New Ferry Pier C8B to C9F total 10nos and C10B & G.L. C11-14/B-D total 13nos Ÿ Concreting the column at New Ferry Pier C10D and hanger wall between Level 2 G.L. 10-11/C- E Ÿ Concreting the slab at New Ferry Pier Level 2 G.L.2-5/C-E Ÿ Deep excavation works were ongoing. The excavation levels have reached -20mPD to -23mPD on the eastern and western portion of the site Ÿ Rockfilling and placing bagged concrete for the temporary seawall at WCR2 Reclamation of WCR2	Ÿ Repairing of door hinge in the New Public Toilet Ÿ Modification work of PTI at Expo Drive East. Ÿ Modification work of bus station at Expo Drive East near EVA Ÿ Reinstatement at Tonnochy Road - Harbour Road junction Ÿ Modification work of P7, P8 and P9 Cooling water pumping station Ÿ Cooling mains installation at west of Gate 1 inside ex-pet garden Ÿ FS inspection of WSD Pumping Station Ÿ E&M works at WSD Salt Water Pumping Station Ÿ Modification work of EVA at WSD Pumping Station Ÿ Stripping formwork and application of cement mortar for the tie bolt holes inside salt water intake culvert Bay 19b ~ Bay 24 Ÿ Concreting for box-out of access chamber at Bay19b Ÿ Concreting of the base slab at salt water intake culvert Bay 19a and steel fixing of the wall and top slab Ÿ Remedial work of wall and top slab of salt water intake A and B was completed Ÿ Concreting of base slab at salt water intake culvert jacking pit at WCR1 Ÿ Welding for the 2nd layer waling at salt water intake culvert Bay 9 to Bay 11 at WCR1 Ÿ Concreting of wall and top slab of Bay 8 in salt water intake landside cofferdam Ÿ Concreting of pile caps and wall together with top slab of Bay 6 in salt water intake landside cofferdam Ÿ Concreting of base slab of Bay 1 and Bay 2 in salt water intake seaside cofferdam Ÿ Cavity grouting between the HDPE Pipes B and Concrete Sleeve Pipes at TBM Jacking Pit Ÿ Breaking the extra cement grout at deformed area for removal of HDPE Pipe A from tunnel and the re-splicing work. Ÿ Laying HDPE pipe A and pipe B at temporary steel bridge Ÿ Vertical bend installation of HDPE pipe A & pipe B and connection to short pipe Ÿ Concreting the wall and top slab of box culvert N1 Bay 1 on UU bridge Ÿ Concreting the Inspection Manhole IM-03 & IM-04 at box culvert N1 Bay 2 and desilting opening DO-01 & DO-02 Ÿ Concreting the pile caps of Bay 4 and Bay 5 of box culvert N1, backfill the area with concrete outside the caps	Ÿ Repairing of door hinges in the New Public Toilet. Ÿ Modification work of PTI at Expo Drive East Ÿ Modification work of bus station at Expo Drive East near EVA Ÿ Pre-inspection for P9 (SHK) Pumping Station.Reinstatement at Convention Avenue and Harbour Road junction Ÿ Cooling mains installation at west of Gate 1 inside ex-pet garden Ÿ Cooling main remedial works for the bending pipes Ÿ Installation of optic fiber and power cable Ÿ E&M works and ABWFs installation at WSD Salt Water Pumping Station Ÿ Concreting of boundary wall of EVA at WSD Pumping Station Ÿ Concreting of Inspection Manhole and Access Chamber of Salt Water Intake Culvert at Bay 19B & 20 Ÿ Concreting of the wall and top slab at salt water intake culvert Bay 19a Ÿ Concreting of the blinding layer at salt water intake culvert Bay 9 - Bay 11 at WCR1 Ÿ Concreting of the wall and top slab at salt water intake culvert Bay 9 at WCR1 and steel fixing of base slab at Bay 10 Ÿ Cutting the sheetpile wall at salt water intake culvert Bay 11 to jacking pit Ÿ Concreting of wall and top slab of Bay 2a in salt water intake seaside cofferdam

5. 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 IV Principal Work Activities for Contract no. HY/2009/15

September 2012	October 2012	November 2012
Ÿ TZ1 reclamation works Ÿ Removal of temporary reclamation at TS1 Ÿ Dredging for seawall foundation at TS2 Ÿ Formation of temporary seawall at TS2 Ÿ Seawall trench works at TS2	Ÿ TZ1 reclamation works Ÿ Formation of temporary seawall at TS2 Ÿ Seawall trench works at TS2	Ÿ TZ1 and TS2 reclamation works Ÿ Formation of temporary seawall at TS2

6. 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 V Principal Work Activities for Contract no. HK/2010/06

September 2012	October 2012	November 2012
Ÿ Pile head breaking Ÿ Sonic tube trimming	Ÿ Pile head breaking Ÿ Sonic tube trimming	Ÿ Pile head breaking Ÿ Platform Disassembly Ÿ Bored Pile cutting

7. 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 VI Principal Work Activities for Contract no. HY/2009/19

September 2012	October 2012	November 2012
Ÿ Marine bored piling Ÿ Construction works for Box Culvert T	Ÿ Marine bored piling Ÿ Construction works for Box Culvert T Ÿ Construction of 1500f drainage pipe	Ÿ Marine bored piling Ÿ Construction works for Box Culvert T

Noise Monitoring

8. Noise monitoring during day time and evening time were conducted at the M1a, M2b, M3a, M4b, M5b and M6 on a weekly basis in the reporting period. The Action and Limit level exceedances recorded in the reporting period are listed below. Investigation found that exceedances were not related to the Project. Investigation found that exceedances were not related to the Project.
9. Six limit level exceedance was recorded at M6 on 4, 20, 27 September 2012, 16 October 2012, 1 and 6 November 2012. The limit level exceedances were considered as non-project related.

Real-time Noise Monitoring

10. 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.
11. Real-time noise monitoring at FEHD Hong Kong Transport Section Whitefield Depot and Oil Street Community Centre have been commenced on 5 October 2010 for the filling works of Contract no. HY/2009/11.
12. Real-time noise monitoring at FEHD Hong Kong Transport Section Whitefield Depot commenced external wall renovation since 1 June 2012
13. 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.
14. Exceedances were recorded between 2100 and 2130 hours on 1 Oct 2012 at FEHD Hong Kong Transport Section Whitefield Depot and Oil Street Community Centre throughout the reporting month. Investigations found that the major noise impacts from 2100 to 2130 hours were arising from the display of pyrotechnics on 1 Oct 2012. In addition, there was no construction activity commenced in these two periods. As such, the exceedances were concluded as not project related.

Air Quality Monitoring

15. Due to extension of site boundary by contractor of HY/2009/19, location of air monitoring station CMA1b – Oil Street Community Liaison Centre has been finely adjusted on 21 April 2012.
16. Due to lack of electric supply, the 24-hr TSP monitoring at the following stations were rescheduled as below:

CMA1b: from 6 and 24 September 2012 to 7 and 25 September 2012

CMA2a: from 22 October 2012 to 24 October 2012

from 8 and 14 November 2012 to 9 and 15 November 2012

CMA3a: from 18 September 2012 to 19 September 2012

CMA4a: from 24 September 2012 to 25 September 2012

from 29 September 2012 to 3 October 2012

CMA5a: from 31 August and 24 September 2012 to 1 and 26 September 2012

from 8 November 2012 to 9 November 2012

CMA6a: from 31 August 2012 to 1 September 2012

17. 1hr and 24hr TSP monitoring were conducted at CMA1b, CMA2a, CMA3a, CMA4a, CMA5a and CMA6a in the reporting period. No exceedance was recorded during the reporting period.

18. The odour patrol along the odour route with 7 sniffing locations was conducted by a qualified odour patrol member on 3 and 17 September 2012 at the concerned hours (afternoon for higher daily temperature). No exceedance was recorded in this reporting quarter.

Water Quality Monitoring

19. Water quality monitoring was conducted at 14 monitoring stations namely WSD7, WSD19, WSD20, WSD 21, C1, C2, C3, C4e, C4w, C5e, C5w, C7, C8 and C9 during the reporting period.
20. Due to the enforcement of Amber Rainstorm on 24 September 2012, water quality monitoring at flood tide was cancelled.
21. Based on the safety concern of the mal-functioned lightning system for the access to C5e and C5w water quality monitoring stations on 22 September 2012, the water quality monitoring stations at C5e and C5w were temporary suspended on 22 September 2012 at ebb tide.
22. Based on the safety concern when the lighting system for the access to C3 was off, the water quality monitoring were cancelled in the following dates and tides:

2 Nov 2012 Mid-Flood tide

3 Nov 2012 Mid-Ebb tide

5 Nov 2012 Mid-Flood tide

6 Nov 2012 Mid-Ebb tide

23. Due to the lighting system for the access to C3 was off on 19 Nov 2012 during ebb , the sample for C3 was taken in the alternative location under contingency plan
24. Due to the blockage of road access to C5e and C5w on 17 Nov 2012 during mid-flood and mid-ebb tide, the sample was taken under contingency plan and the result was presented in C5e WQM result on 17 Nov 2012 during mid-flood and mid-ebb
25. Total 27 DO exceedances, 54 turbidity exceedances and 31 SS exceedances were recorded during mid-flood while 27 DO exceedance, 31 turbidity exceedances and 15 SS exceedances were recorded during mid-ebb in the reporting period. Investigations were found that 6 turbidity and 5 SS exceedances which were Project-related to Contract no. HK/2009/02 in October 2012. The details of the recorded exceedances can be referred to the Section 5.4.
26. 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. There were 57 DO exceedance during mid-flood and 55 DO exceedances during mid-ebb recorded in this reporting period. Investigation found that all exceedances were not project- related.
27. 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.
28. 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 was completed on 6 Feb 2012 water quality monitoring.
29. Water quality monitoring at WSD10 and WSD15 will be temporary suspended while water quality monitoring at WSD9 and WSD17 was implemented with respect to HK/2009/02 from 8 Feb 12 onwards;
30. 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.
31. Based on the safety concern when external façade refurbishment was conducted by contractor employed by Provident Centre (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.
32. 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.
33. Due to the access of water monitoring station at WSD19 was blocked by LCSD construction works from 3 April 2012 to 2 May 2012 and lead to the inaccessibility of sampling either land and marine, there is a fine adjustment of the sampling point of WSD 19 since 5 April 2012 to the closest accessible point prior to the completion of the construction activities.
34. 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 April 2012 for the water quality monitoring at WSD7 and WSD20 have been monitored for 4-week period after the completion of DP6 to confirm no water deterioration.

Complaints, Notifications of Summons and Successful Prosecutions

35. There was no environmental complaint recorded in the reporting period.

1. Introduction

1.1 Scope of the Report

1.1.1. Lam Geotechnics Limited (LGL) has been appointed to work as the Environmental Team (ET) under Environmental Permit no. EP-356/2009 and Further Environmental permit nos. FEP-01/356/2009, FEP-02/356/2009, FEP-03/356/2009, FEP-04/356/2009 and FEP-05/356/2009 to implement the Environmental Monitoring and Audit (EM&A) programme as stipulated in the EM&A Manual of the approved Environmental Impact Assessment (EIA) Report for Wan Chai Development phase II and Central-Wan Chai Bypass (Register No.: AEIAR-125/2008) and in the EM&A Manual of the approved EIA Report for Central-Wan Chai Bypass and Island Eastern Corridor Link (Register No. AEIAR-014/2001).

1.1.2. This report presents the environmental monitoring and auditing work carried out in accordance to the Section 10.4 of EM&A Manual and “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 September 2012 to November 2012

1.2 Structure of the Report

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. Project Background

2.1 Background

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 Scope of the Project and Site Description

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 Division of the Project Responsibility

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 April 2011
HY/2009/11	Wan Chai Development Phase II and Central – Wan Chai Bypass – North Point Reclamation	DP3	17 March 2010 (Under applicationof surrender)
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
HY/2009/17	Central - Wan Chai Bypass (CWB) at FEHD Whitfield Depot - Advanced piling works.	DP1	5 October 2010
HY/2009/18	Central - Wan Chai Bypass (CWB) – Central Interchange	DP1	21 April 2011
HY/2009/19	Central - Wanchai Bypass Tunnel (North Point Section) and Island Eastern Corridor Link	DP1	24 March 2011

2.4 Project Organization and Contact Personnel

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	3916 1818	3529 2829
China Harbour- CRBC Joint Venture	Contractor under Contract no. HY/2009/11	Project Director	Mr. Cho Yu Fun	3157 1086	3157 1085
		Project Manager	Mr. Gregory Wong	3157 1086
		Site Agent	Mr. Daniel Cheung	3157 1086
		Environmental Officer	Mr. C. M. Wong	3157 1086
Chun Wo – Leader Joint Venture	Contractor under Contract no. HK/2009/01	Project Director	Mr. PL Yue	2162 9909	2587 1878
		Site Agent	Mr. Paul Yu	9456 9819
		Sub-Agent	Mr Terry Wong	9757 9846
		Construction Manager	Mr. Wyman Wong	9627 2467
		Construction Manager	Mr. Jack Chu	9775 3008
		Construction Manager	Mr. KK Yuen	9498 1213
		Environmental Officer (Compliance Manager)	Mr. Andy Mak	9103 2370
Chun Wo – CRGL Joint Venture	Contractor under Contract no. HK/2009/02	Site Agent	Mr. Chan Sing Cho	3658 3002	2827 9996
		Quality & Environmental Manager (Environmental Officer)	Mr. C.P. Ho	3658 3000
China State Construction Engineering (HK) Ltd.	Contractor under Contract no. HY/2009/15	Project Director	Chan Wai Hung	2823 7813	2865 5229
		Site Manager	P J Fan	3557 6368	2566 2192
		Contractor’s Representative	Mr. David Lau	3557 6368	2566 2192
		Head of Construction Manager	Roger Cheung	3557 6371	2566 2192
		Senior Construction Manager	Gene Cheung	3557 6395	2566 2192
		Environmental Officer	Mr. Daniel Sin	3557 6215
Gammon -Leader JV	Contractor under Contract no. HK/2010/06	Project Manager	Mr. Paul Lui	9095 7922	2529 2880
		Site Agent	Mr. Keith Tse	2529 2068
		Environmental Officer	Mr. Lee Wai Man	9481 6024
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. Cheung Kit Cheung	6909 1555
		Environmental Engineer	Mr. Calvin Leung	9286 9208
		Environmental Manager / Environmental Officer	Mr. M.H. Isa	9884 0810
		Construction Manager (Land)	Patrick Cheung	9643 3012
ENVIRON Hong Kong Limited	Independent Environmental Checker (IEC)	Independent Environmental Checker (IEC)	Mr. David Yeung	3743 0788	3548 6988
Lam Geotechnics Limited	Environmental Team (ET)	Environmental Team Leader (ETL)	Mr. Raymond Dai	2882 3939	2882 3331

2.5 Principal Work and Activities

2.5.1. During this reporting period, the principal work activities for Contract no. HY/2009/11 are summarized in Table2.4.

Table 2.4 Principal Work Activities for Contract no. HY/2009/11

September 2012	October 2012	November 2012
Ÿ 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.	Ÿ The Contractor HY/2009/11 had been submitted the surrender of Further Environmental Permit (FEP-01/356/2009) to EPD on 24 October 2012 Ÿ 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. Ÿ	Ÿ Nil

2.5.2. During this reporting period, the principal work activities for Contract no. HK/2009/01 are summarized in Table 2.5.

Table 2.5 Principal Work Activities for Contract no. HK/2009/01

September 2012	October 2012	November 2012
Marine Works (at Wan Chai) Ÿ Rockfilling for rock bund across HKCEC Water Channel from Ch220 to Ch230 Reclamation of HKCEC3W within HKCEC Water Channel Ÿ Installation of pipe pile wall for demolition of existing seawall at Expo Drive East Ÿ Demolition of Wan Chai West Ferry Pier Ÿ Fabrication of 3 nos. of precast concrete caisson seawall Cross-Harbour Watermains Installation (CHA & CHB) and Marine Works (at TST) Ÿ Rockfilling and rock protection to cross-harbour watermains Ÿ Thrust block construction for A16 & B16 and A17 & B17 Ÿ Site area at Salisbury Garden was handed over to LCSD Fresh Watermains, Cooling Watermains and Salt Watermains (On Land) Ÿ Mainlaying works at Zone B1-5A, B2-1, B3-1, B4-3, B4-1A, B5-1(Switch Room), B5-3(Switch Room), A1-1, A1-2, A1-3B, A2-2, A3-2A, A3-4B and Run-out of Renaissance Hotel Ÿ Mainlaying works and subsequent reinstatement in Zone A4-2A and Zone A3-5B Ÿ Mainlaying works and part of the carriageway reinstatement in Zone A3-2A.Heading No. H1 would be carried out in the excavated trench as a jacking pit Ÿ Mainlaying works at Zone A3-4B Ÿ Mainlaying works at Run-out of Renaissance Hotel Ÿ Excavation works for Heading No. H6c (Mainlaying works by trenchless method) and pipe laying works Ÿ Heading No. H1 Ÿ Pipe laying works for heading No. H6a Ÿ Mainlaying and chamber construction works at the traffic island near junction of Convention Avenue and Fenwick Pier Street Ÿ Mainlaying works at Expo Drive East in Zone C1-10 Ÿ Trial pit at Zone X1-6 of Fleming Road Ÿ Pipe Laying works including 9 nos. cooling mains and 2 nos. cross harbour watermains at North Bank of HKCEC Water Channel Ÿ Pipe Laying works including 9 nos. cooling mains and 2 nos. cross harbour watermains across E/D section within HKCEC Water Channel Ÿ Pipe Laying works including 9 nos. cooling mains and 2 nos. cross harbour watermains across SCL section within HKCEC Water Channel Ÿ Final cleaning, CCTV inspection and pressure test for the 9 nos. cooling watermains	Marine Works (at Wan Chai) Ÿ Rockfilling for HKCEC3E (East of HKCEC) between CH290 and CH385 Ÿ Installation of pipe pile wall for demolition of existing seawall at Expo Drive East. Grouting works to pipe pile Ÿ Dredging works for Type 3 sediment beneath Expo Drive East bridge Ÿ Dredging works for Type 2 sediment beneath Expo Drive East bridge Ÿ Fabrication of 3 nos. of precast concrete caisson seawall, 1 no. precast concrete box culvert (namely Bay 100 and 2 nos. precast discharge outfall in precasting yard at Guangdong, China Cross-Harbour Watermains Installation (CHA & CHB) and Marine Works (at TST) Ÿ Rockfilling and rock protection to cross-harbour watermains Ÿ Thrust block construction for A18B18 Ÿ Platform erection for crawler crane demobilization at TST landfall near Salisbury Garden. Demobilization of 80t crawler crane from the jack-up barge. Ÿ Pressure test for fresh watermains CHE and CHF Ÿ Pressure test for cross-harbour watermains CHA and CHB Fresh Watermains, Cooling Watermains and Salt Watermains (On Land) Ÿ Mainlaying works at Zone B1-5A, B2-1, B3-1, B5-1(Switch Room), B5-3(Switch Room), A1-1, A1-2, A1-4, A2-3D, A3-2A, A3-4B, C1-10 and Run-out of Renaissance Hotel Ÿ Mainlaying works and subsequent reinstatement in Zone B4-3 and Zone B4-1A Ÿ Mainlaying works and subsequent reinstatement in Zone A2-2 and TTA Zone A2-3D Ÿ Pipe laying works at Heading No. H6c has been completed and the road reinstatement works at the jacking pit of Zone A1-3B and TTA Zone A1-4 Ÿ Pipe laying works for heading No. H6a. Ÿ Excavation works at Heading No. H1 Ÿ Mainlaying and chamber construction works at the traffic island near junction of Convention Avenue and Fenwick Pier Street Ÿ Mainlaying works at Expo Drive East in Zone C1-10 Ÿ Final cleaning, CCTV inspection and pressure test for the 9 nos. cooling watermains E&M Ÿ Electrical works in cooling water pumping stations P5 Ÿ Cable works at Zone B1-5A, Zone B5-1(Switch Room) and B5-3(Switch Room) Power energization to L.V. switchboard for cooling water pumping stations P1, P3 and P4 by HEC Ÿ Power supply to cooling water pumping stations P1 and P4 from L.V. switchboard Ÿ Optical fiber cabling works from cooling water pumping stations P1, P3, P4 and P5 to relative stakeholders	Marine Works (at Wan Chai) Ÿ Rockfilling for HKCEC3E (East of HKCEC) between CH290 and CH385 Ÿ Grouting works to pipe pile at Expo Drive East. Advance excavation works for installation of tie back and installation of tie back Ÿ Removal of existing seawall and rock armour at Expo Drive East Ÿ Dredging underneath Expo Drive East by telescopic excavator Ÿ Fabrication of 3 nos. of precast concrete caisson seawall, 1 no. precast concrete box culvert (namely Bay 10) and 2 nos. precast discharge outfall in precasting yard at Guangdong, China Cross-Harbour Watermains Installation (CHA & CHB) and Marine Works (at TST) Ÿ Rockfilling and rock protection to cross-harbour watermains Ÿ Thrust block construction for A18B18 Ÿ Connection work between land pipeline and marine pipeline Ÿ Reinstatement works for the TST landfall Ÿ Ÿ Fresh Watermains, Cooling Watermains and Salt Watermains (On Land) Ÿ Ÿ Mainlaying works at Zone B1-5A, B2-1, B3-1, A1-1, A1-2, A1-4, A1-2A & A1-3A, A2-3D, A3-2A, A3-4B, A3-3C, C1-6 and run-out of Renaissance Hotel Ÿ Mainlaying works at TTA Zone A2-3D and A1-4 Ÿ Pipe laying works at heading No. H1 and Zone A3-4B Ÿ Mainlaying works at Zone A3-3C Ÿ Mainlaying and chamber construction works at the traffic island near junction of Convention Avenue and Fenwick Pier Street Ÿ Mainlaying works at Expo Drive East in Zone C1-10 was substantially completed and subsequent TTA Zone C1-6 Ÿ Final cleaning, CCTV inspection and pressure test for the 9 nos. cooling watermains E&M Ÿ Electrical works in cooling water pumping stations P5 Ÿ Major cabling works from existing LV Switch-board Room to Cooling Water Pumping Station P5 Ÿ Power energization to L.V. switchboard for cooling water pumping stations P5 Ÿ Full commissioning for Cooling Water Pumping Stations P1

2.5.3. During this reporting period, the principal work activities for Contract no. HK/2009/02 are summarized in Table 2.6.

Table 2.6 Principal Work Activities for Contract no. HK/2009/02

September 2012	October 2012	November 2012
Ÿ Modification work of PTI at Expo Drive East Ÿ Modification work of bus station at Expo Drive East near EVA Ÿ Initial testing of the pumping stations of P7 (GE/HC), P8 (SHK) and P9 (CRB) Ÿ Reinstatement at Tonnochy Road - Harbour Road junction Ÿ Cooling mains installation at west of Gate 1 inside ex-pet garden and the steel fixing of the damaged thrust box was casted Ÿ Waterproofing membrane at roof level of WSD Salt Water Pumping Station Ÿ E&M works at WSD Salt Water Pumping Station Ÿ Cutting opening and removing sheet pile of WSD receiving pit connecting to Wan Shing Street Intake Culverts Ÿ Concreting of the inspection chamber (1st lift) at salt water intake culvert Bay 20 Ÿ Stripping of formwork and cement mortar of tie holes for wall shaft inside salt intake culvert Bay 19b ~ Bay 24 Ÿ Welding for the 1st layer waling at salt water intake culvert Bay 9 to Bay 11 at WCR1 Ÿ Concreting of pile caps of Bay 2 in salt water intake seaside cofferdam Ÿ Concreting of pile caps of Bay 6 in salt water intake landside cofferdam Ÿ Cutting the opening of sheet piles and saw cutting of D-wall & thrust wall between Launching Pit and Jacking Pit Ÿ Placing concrete for surround the HDPE pipe at Submarine Sewage Outfall Seaside Cofferdam Ÿ Placing of 25.5°Bend to pipeline B at TBM Jacking Pit Ÿ Placing of Mild Steel Horizontal Bend at DSD Receiving Pit of pipeline A Ÿ Fixing brackets to the bend section at temporary steel bridge Ÿ Laying HDPE pipes and placing concrete surround for the pipes at Launching Pit & TBM Jacking Pit Ÿ Concreting the base slab of Box Culvert N1 Bay 1 Ÿ The wall & top slab of Bay 2 and Bay 3 on UU bridge Ÿ Welding steel capping plate for pile cap of Box N1 Bay 4, steel re-bars for pile cap Ÿ Welding steel capping plate for pile cap of Box N1 Bay 5 Ÿ TTA for trial excavation and preparation works for Hung Hing Road Diversion Ÿ Dewatering for the construction new Ø1800mm drainage pipe Ÿ Concreting the columns at New Ferry Pier C8B to C9F total 10nos and C10B & G.L. C11-14/B-D total 13nos Ÿ Concreting the column at New Ferry Pier C10D and hanger wall between Level 2 G.L. 10-11/C- E Ÿ Concreting the slab at New Ferry Pier Level 2 G.L.2-5/C-E Ÿ Deep excavation works were ongoing. The excavation levels have reached -20mPD to -23mPD on the eastern and western portion of the site Ÿ Rockfilling and placing bagged concrete for the temporary seawall at WCR2 Reclamation of WCR2	Ÿ Repairing of door hinge in the New Public Toilet Ÿ Modification work of PTI at Expo Drive East. Ÿ Modification work of bus station at Expo Drive East near EVA Ÿ Reinstatement at Tonnochy Road - Harbour Road junction Ÿ Modification work of P7, P8 and P9 Cooling water pumping station Ÿ Cooling mains installation at west of Gate 1 inside ex-pet garden Ÿ FS inspection of WSD Pumping Station Ÿ E&M works at WSD Salt Water Pumping Station Ÿ Modification work of EVA at WSD Pumping Station Ÿ Stripping formwork and application of cement mortar for the tie bolt holes inside salt water intake culvert Bay 19b ~ Bay 24 Ÿ Concreting for box-out of access chamber at Bay19b Ÿ Concreting of the base slab at salt water intake culvert Bay 19a and steel fixing of the wall and top slab Ÿ Remedial work of wall and top slab of salt water intake A and B was completed Ÿ Concreting of base slab at salt water intake culvert jacking pit at WCR1 Ÿ Welding for the 2nd layer waling at salt water intake culvert Bay 9 to Bay 11 at WCR1 Ÿ Concreting of wall and top slab of Bay 8 in salt water intake landside cofferdam Ÿ Concreting of pile caps and wall together with top slab of Bay 6 in salt water intake landside cofferdam Ÿ Concreting of base slab of Bay 1 and Bay 2 in salt water intake seaside cofferdam Ÿ Cavity grouting between the HDPE Pipes B and Concrete Sleeve Pipes at TBM Jacking Pit Ÿ Breaking the extra cement grout at deformed area for removal of HDPE Pipe A from tunnel and the re-splicing work. Ÿ Laying HDPE pipe A and pipe B at temporary steel bridge Ÿ Vertical bend installation of HDPE pipe A & pipe B and connection to short pipe Ÿ Concreting the wall and top slab of box culvert N1 Bay 1 on UU bridge Ÿ Concreting the Inspection Manhole IM-03 & IM-04 at box culvert N1 Bay 2 and desilting opening DO-01 & DO-02 Ÿ Concreting the pile caps of Bay 4 and Bay 5 of box culvert N1, backfill the area with concrete outside the caps	Ÿ Repairing of door hinges in the New Public Toilet. Ÿ Modification work of PTI at Expo Drive East Ÿ Modification work of bus station at Expo Drive East near EVA Ÿ Pre-inspection for P9 (SHK) Pumping Station.Reinstatement at Convention Avenue and Harbour Road junction Ÿ Cooling mains installation at west of Gate 1 inside ex-pet garden Ÿ Cooling main remedial works for the bending pipes Ÿ Installation of optic fiber and power cable Ÿ E&M works and ABWFs installation at WSD Salt Water Pumping Station Ÿ Concreting of boundary wall of EVA at WSD Pumping Station Ÿ Concreting of Inspection Manhole and Access Chamber of Salt Water Intake Culvert at Bay 19B & 20 Ÿ Concreting of the wall and top slab at salt water intake culvert Bay 19a Ÿ Concreting of the blinding layer at salt water intake culvert Bay 9 - Bay 11 at WCR1 Ÿ Concreting of the wall and top slab at salt water intake culvert Bay 9 at WCR1 and steel fixing of base slab at Bay 10 Ÿ Cutting the sheetpile wall at salt water intake culvert Bay 11 to jacking pit Ÿ Concreting of wall and top slab of Bay 2a in salt water intake seaside cofferdam

2.5.4. 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 2.7 Principal Work Activities for Contract no. HY/2009/15

September 2012	October 2012	November 2012
Ÿ TZ1 reclamation works Ÿ Removal of temporary reclamation at TS1 Ÿ Dredging for seawall foundation at TS2 Ÿ Formation of temporary seawall at TS2 Ÿ Seawall trench works at TS2	Ÿ TZ1 reclamation works Ÿ Formation of temporary seawall at TS2 Ÿ Seawall trench works at TS2	Ÿ TZ1 and TS2 reclamation works Ÿ Formation of temporary seawall at TS2

2.5.5. 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 2.8 Principal Work Activities for Contract no. HK/2010/06

September 2012	October 2012	November 2012
Ÿ Pile head breaking Ÿ Sonic tube trimming	Ÿ Pile head breaking Ÿ Sonic tube trimming	Ÿ Pile head breaking Ÿ Platform Disassembly Ÿ Bored Pile cutting

2.5.6. 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 2.9 Principal Work Activities for Contract no. HY/2009/19

September 2012	October 2012	November 2012
Ÿ Marine bored piling Ÿ Construction works for Box Culvert T	Ÿ Marine bored piling Ÿ Construction works for Box Culvert T Ÿ Construction of 1500f drainage pipe	Ÿ Marine bored piling Ÿ Construction works for Box Culvert T Ÿ Construction of 1500f drainage pipe

2.5.7. Implementation status of the recommended mitigation measures during this reporting period is presented in Appendix 2.1.

3. Monitoring Requirements

3.1. Noise Monitoring

Noise Monitoring Stations

3.1.1. The noise monitoring stations for the Project are listed and shown in Table 3.1 and Figure 3.1. Appendix 3.1 shows the established Action/Limit Levels for the monitoring works.

Table 3.1 Noise Monitoring Stations

Station	Description
M1a	Harbour Road Sports Centre
M2b	Noon Gun Area
M3a	Tung Lo Wan Fire Station
M4b	Victoria Centre
M5b	City Garden
M6	HK Baptist Church Henrietta Secondary School

Real time Noise Monitoring Stations

3.1.1. The 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

3.1.2. The construction noise level shall be measured in terms of the A-weighted equivalent continuous sound pressure level (L_eq). L_{eq (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, L_{eq (5 minutes)} shall be employed for comparison with the Noise Control Ordinance (NCO) criteria. Supplementary information for data auditing, statistical results such as L10 and L90 shall also be obtained for reference.

3.1.3. Noise monitoring shall be carried out at all the designated monitoring stations. The monitoring frequency shall depend on the scale of the construction activities. The following is an initial guide on the regular monitoring frequency for each station on a weekly basis when noise generating activities are underway:

· one set of measurements between 0700 and 1900 hours on normal weekdays.

3.1.4. If construction works are extended to include works during the hours of 1900 – 0700 as well as public holidays and Sundays, additional weekly impact monitoring shall be carried out during respective restricted hours periods. Applicable permits under NCO shall be obtained by the Contractor.

3.1.5. Real time noise shall be carried out at the designated monitoring stations. The following is an initial guide on the regular monitoring frequency for each station on a 24 hours daily basis when noise generating activities are underway:

· One set of measurements between 0700 and 1900 hours on normal weekdays.

· One set of measurements between 1900 and 2300 hours on normal weekdays and 0700 and 2300 hours on public holidays.

· One set of measurements between 2300 and 0700 hours on next day on everyday.

Monitoring Equipment

3.1.6. As referred to in the Technical Memorandum ™ issued under the NCO, sound level meters in compliance with the International Electrotechnical Commission Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications shall be used for carrying out the noise monitoring. Immediately prior to and following each noise measurement the accuracy of the sound level meter shall be checked using an acoustic calibrator generating a known sound pressure level at a known frequency. Measurements may be accepted as valid only if the calibration level from before and after the noise measurement agree to within 1.0 dB.

3.1.7. Noise measurements shall not be made in fog, rain, wind with a steady speed exceeding 5 m/s or wind with gusts exceeding 10 m/s. The wind speed shall be checked with a portable wind speed meter capable of measuring the wind speed in m/s.

3.2. Air Monitoring

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 Water Quality Monitoring

3.3.1. The EIA Report has identified that the key water quality impact would be associated with the dredging works during the construction phase. Marine water quality monitoring for dissolved oxygen (DO), suspended solid (SS) and turbidity is therefore recommended to be carried out at selected WSD flushing water intakes. The impact monitoring should be carried out during the proposed dredging works to ensure the compliance with the water quality standards.

3.3.2. The updated EM&A Manual for EP-356/2009 (Version in March 2011) is approval by EPD on 29 April 2011. As such, the Action Level and Limit Level for the wet season (April – September) will be effected and applied to the water quality monitoring data from 30 April 2011.

Water Quality Monitoring Stations

3.3.3. It is proposed to monitor the water quality at 9 WSD salt water intakes and 14 cooling water intakes along the seafront of the Victoria Harbour. The proposed water quality monitoring stations of the Project are shown in Table 3.4 and Figure 3.1. Appendix 3.1 shows the established Action/Limit Levels for the monitoring works.

Table 3.4 Marine Water Quality Stations for Water Quality Monitoring

Station Ref.	Location	Easting	Northing
WSD Salt Water Intake
WSD7	Kowloon South	834150.0	818300.3
WSD9	Tai Wan	837921.0	818330.0
WSD10	Cha Kwo Ling	841900.9	817700.1
WSD15	Sai Wan Ho	841110.4	816450.1
WSD17	Quarry Bay	839790.3	817032.2
WSD19	Sheung Wan	833415.0	816771.0
WSD20	Kennedy Town	830750.6	816030.3
WSD21	Wan Chai	836220.8	815940.1
RW1	Wan Chai (Reprovision)	836188.8	815911.1
Cooling Water Intake
C1	HKCEC Extension	835885.6	816223.0
C2	Telecom House	835647.9	815864.4
C3	HKCEC Phase I	835836.2	815910.0
C4e	Wan Chai Tower and Great Eagle Centre (Eastern)	835932.8	815888.2
C4w	Wan Chai Tower and Great Eagle Centre (Western)	835629.8	815889.2
C5e	Sun Hung Kai Centre (Eastern)	836250.1	815932.2
C5w	Sun Hung Kai Centre (Western)	836248.1	815933.2
C6	World Trade Centre	837009.6	815999.3
C7	Windsor House	837193.7	816150.0
C8	City Garden	837970.6	816957.3
C9	Provident Garden	838355.0	817116.6
RC1	Proposed HKAPA Extension	835487.7	815987.7
RC5	Sun Hung Kai Centre (Reprovision)	836291.4	816029.7
RC7	Windsor House (Temporary Dilution)	837245.2	816156.6

Remarks: - The cessation of seawater intake operation for C6 was confirmed on 17 May 2011, the water monitoring at C6 was then terminated since 17 May 2011.

- 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.

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 Frequency^1	Parameters^2
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

3.3.10. 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.

3.3.11. 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

3.3.12. 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

3.3.13. 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.

3.3.14. 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

3.3.15 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.

3.3.16 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

3.3.17 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. Monitoring Results

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.

4.1. Noise Monitoring Results

Contract no. HY/2009/11 – Central – Wanchai Bypass, North Point Reclamation

4.1.1. 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 and the FEP-01/356/2009 was surrendered on 22 October 2012. The monitoring was temporary suspended since 5 January 2012.

4.1.2. The proposed division of noise monitoring stations for Contract no. HY/2009/11 are summarized in Table 4.1 below:

Table 4.1 Noise Monitoring Stations for Contract no. HY/2009/11

Station	Description
M4b	Victoria Centre
M5b	City Garden

4.1.3. There was no exceedance recorded in reporting period. Noise monitoring results measured in this reporting period are reviewed and summarized. Details of graphical presentation can be referred in Appendix 4.1.

Contract no. HK/2009/01 - Wan Chai Development Phase II – Central –Wanchai Bypass at HKCEC and Contract no. HK/2009/02 - Wan Chai Development Phase II – Central – Wan Chai Bypass at WanChai East and Contract no. HK/2010/06 Wan Chai Development Phase II – Central-Wan Chai Bypass over MTR Tsuen Wan Line

4.1.4. The proposed division of noise monitoring stations are summarized in Table 4.2 below.

Table 4.2 Noise Monitoring Station for Contract nos. HK/2009/01 and HK/2009/02 and HK/2010/06

Station	Description
M1a	Harbour Road Sports Centre

4.1.5. There was no exceedance recorded in 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)

4.1.6. The noise monitoring for HY/2009/15 was commenced on 10 November 2010. The proposed division of noise monitoring stations are summarized in Table 4.3 below.

Table 4.3 Noise Monitoring Station for Contract nos. HY/2009/15

Station	Description
M2b	Noon Gun Area
M3a	Tung Lo Wan Fire Station

4.1.7. There was no exceedance recorded in this reporting period. The noise complaint was recorded on 5 April 2012. 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

4.1.8. 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.

4.1.9. The proposed division of noise monitoring stations for Contract no. HY/2009/19 are summarized in Table 4.4 below:

Table 4.4 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

4.1.10. Six limit level exceedances were recorded at M6 on 4, 20 and 27 September 2012, 16 October 2012, 1 and 6 November 2012 during this reporting quarter. Major traffic jam and no major work activities were observed during monitoring, the exceedances were considered as non-project related. 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. Real Time Noise Monitoring Results

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/2009/11 – Central – Wanchai Bypass, North Point Reclamation and 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 4.5 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.

4.2.6 Exceedances were recorded between 2100 and 2130 hours on 1 Oct 2012 at FEHD Hong Kong Transport Section Whitefield Depot and Oil Street Community Centre throughout the reporting month. Investigations found that the major noise impacts from 2100 to 2130 hours were arising from the display of pyrotechnics on 1 Oct 2012. In addition, there was no construction activity commenced in these two periods. As such, the exceedances were concluded as not project related. Appendix 4.2

Table 4.5 Real Time Noise Monitoring Station for Contract no. HY/2009/11 and 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

l Real time noise monitoring results and graphical presentation during night time period are for information only.

l RTN2 had been relocated to RTN2a since 5 Oct 2012

l RTN1 monitoring had been finished on 28 Nov 2012

4.3. Air Monitoring Results

4.3.1. Due to extension of site boundary by contractor of HY/2009/19, location of air monitoring station CMA1b – Oil Street Community Liaison Centre has been finely adjusted on 21 April 2012.

4.3.2. Due to lack of electricity supply, the 24-hr TSP monitoring at the following stations were rescheduled

CMA1b: from 6 and 24 September 2012 to 7 and 25 September 2012

CMA2a: from 22 October 2012 to 24 October 2012

from 8 and 14 November 2012 to 9 and 15 November 2012

CMA3a: from 18 September 2012 to 19 September 2012

CMA4a: from 24 September 2012 to 25 September 2012

from 29 September 2012 to 3 October 2012

CMA5a: from 31 August and 24 September 2012 to 1 and 26 September 2012

from 8 November 2012 to 9 November 2012

CMA6a: from 31 August 2012 to 1 September 2012

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.

4.3.4. The proposed division of air monitoring stations is summarized in Table 4.7 below.

Table 4.7 Air Monitoring Stations for Contract no. HY/2009/11

Station	Description
CMA1b	Oil Street Community Liaison Centre
CMA2a	Causeway Bay Community Centre

4.3.5. No exceedance was recorded in the reporting period. Details of air monitoring results and graphical presentation can be referred in Appendix 4.2.

Contract no. HK/2009/01 - Wan Chai Development Phase II – Central –Wanchai Bypass at HKCEC

4.3.6. Air monitoring was commenced on 1 April 2011 in response to the commencement of the land-filling work for Contract no. HK/2009/01. The proposed division of air monitoring stations are summarized in Table 4.8 below. No exceedance was recorded in the reporting period.

Table 4.8 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

4.3.7. 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 4.9 below. No exceedance was recorded in the reporting period.

Table 4.9 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)

4.3.8. 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 4.10 below. No exceedance was recorded in the reporting period.

Table 4.10 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 12. No exceedance was recorded in the reporting period.

4.3.10. The proposed division of air monitoring stations is summarized in Table 4.11 below.

Table 4.11 Air Monitoring Stations for Contract no. HY/2009/19

Station	Description
CMA1b	Oil Street Community Liaison Centre
CMA2a	Causeway Bay Community Centre

4.3.11. The odour patrol along the odour route with 7 sniffing locations was conducted by a qualified odour patrol member on 3 and 17 September 2012 at the concerned hours (afternoon for higher daily temperature). No exceedance was recorded in this reporting quarter.

4.4 Water Monitoring Results

Contract no. HY/2009/11 – Central – Wanchai Bypass, North Point Reclamation

4.4.1. 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 and the FEP-01/356/2009 was valid in this reporting period.

4.4.2. Water quality monitoring for Contract no. HY/2009/11 was commenced on 19 March 2010. The proposed division of water monitoring stations for Contract no. HY/2009/11 is summarized in Table 4.12 below:

Table 4.12 Water Monitoring Stations for Contract no. HY/2009/11

Station Ref.	Location	Easting	Northing
WSD Salt Water Intake
WSD9	Tai Wan	837921.0	818330.0
WSD10	Cha Kwo Ling	841900.9	817700.1
WSD15	Sai Wan Ho	841110.4	816450.1
WSD17	Quarry Bay	839790.3	817032.2
Cooling Water Intake
C8	City Garden	837970.6	816957.3
C9	Provident Garden	838355.0	817116.6

Remarks: WSD9, WSD10, WSD15, WSD17. C8 and C9 water monitoring finished on 6 Feb 2012.

Contract no. HK/2009/01 - Wan Chai Development Phase II – Central –Wanchai Bypass at HKCEC

4.4.3. 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 4.13 below.

4.4.4. Based on the safety concern when the lighting system for the access to C3 was off on 3 and 6 Nov 2012 during ebb tide and flood tide, the water quality monitoring were cancelled on 3 and 6 November during ebb tide and flood tide.

4.4.5. Based on the safety concern when the lighting system for the access to C3 was off, the water quality monitoring were cancelled in the following dates and tides:

2 Nov 2012 Mid-Flood tide

3 Nov 2012 Mid-Ebb tide

5 Nov 2012 Mid-Flood tide

6 Nov 2012 Mid-Ebb tide

4.4.6. Due to the lighting system for the access to C3 was off on 19 Nov 2012 during ebb tide, the sample for C3 was taken in the alternative location under contingency plan

Table 4.13 Water Monitoring Stations for Contract no. HK/2009/01

Station Ref.	Location	Easting	Northing
WSD Salt Water Intake
WSD7	Kowloon South	834150.0	818300.3
WSD19	Sheung Wan	833415.0	816771.0
WSD20	Kennedy Town	830750.6	816030.3
Cooling Water Intake
C1	HKCEC Extension	835885.6	816223.0
C2	Telecom House	835647.9	815864.4
C3	HKCEC Phase I	835836.2	815910.0
C4e	Wan Chai Tower and Great Eagle Centre (Eastern)	835932.8	815888.2
C4w	Wan Chai Tower and Great Eagle Centre (Western)	835629.8	815889.2

Remarks:

- The water monitoring stations for the dredging works under Contract No. HK/2009/01 should also include WSD9, WSD17, WSD 21 and C5 if water quality monitoring at these locations have not been carried out by others. Similarly, the water monitoring stations for the dredging works under Contract No. HK/2009/02 should also include WSD7, WSD9, WSD17, WSD 19, C1, C2, C3 and C4 if water quality monitoring at these locations have not been carried out by others.

- WSD7 and WSD20 water quality monitoring were temporarily suspended since 27 Apr 2012.

Contract no. HK/2009/02 - Wan Chai Development Wan Chai Development Phase II – Central – Wan Chai Bypass at WanChai East

4.4.7. 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 4.14 below.

4.4.8. Based on the safety concern of the malfunctioned lightning system for the access to C5e and C5w water quality monitoring stations on 22 September 2012, the water quality monitoring stations at C5e and C5w were temporary suspended on 22 September 2012 at ebb tide.

4.4.9. Due to the blockage of road access to C5e and C5w on 17 Nov 2012 during mid flood and mid-ebb tide, the sample was taken under contingency plan and the result was presented in C5e WQM result on 17 Nov 2012 during mid-flood and mid-ebb.

Table 4.14 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	Sheung Wan		833415.0		816771.0
WSD17		Kennedy Town		830750.6		816030.3
Cooling Water Intake
C5e		Sun Hung Kai Centre (Eastern)		836250.1	815932.2
C5w		Sun Hung Kai Centre (Western)		836248.1	815933.2

Remarks:

- The water monitoring stations for the dredging works under Contract No. HK/2009/01 should also include WSD9, WSD17, WSD 21 and C5 if water quality monitoring at these locations have not been carried out by others. Similarly, the water monitoring stations for the dredging works under Contract No. HK/2009/02 should also include WSD7, WSD9, WSD17, WSD 19, C1, C2, C3 and C4 if water quality monitoring at these locations has not been carried out by others.

- Water quality monitoring at WSD9 and WSD 17 was implemented with respect to HK/2009/02 from 8 Feb 2012.

Contract no. HK/2010/06 - Wan Chai Development Phase II – Central –Wanchai Bypass over MTR Tsuen Wan Line

4.4.10. Water monitoring for Contract no. HK/2010/06 was commenced on 8 March 2011. The proposed division of water monitoring stations are summarized in Table 4.15 below.

Table 4.15 Water Monitoring Stations for Contract no. HK/2010/06

Station Ref.	Location	Easting	Northing
Cooling Water Intake
C2	Telecom House	835647.9	815864.4

Contract no. HY/2009/15 - Central-Wanchai Bypass – Tunnel (Causeway Bay Typhoon Shelter Section)

4.4.11. 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 4.16 below.

Table 4.16 Water Monitoring Stations for Contract no. HY/2009/15

Station Ref.	Location	Easting	Northing
Cooling Water Intake
C6	Excelsior Hotel	837009.6	815999.3
C7	Windsor House	837193.7	816150

Remarks: - The cessation of seawater intake operation for C6 was confirmed on 17 May 2011, the water monitoring at C6 was then terminated since 17 May 2011.

Contract no. HY/2009/19 – Central- Wan Chai Bypass Tunnel (North Point Section) and Island Eastern Corridor Link

4.4.12. 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. The proposed division of water monitoring stations are summarized in Table 4.17 below.

Table 4.17 Water Monitoring Stations for Contract no. HY/2009/19

Station Ref.	Location	Easting	Northing
Cooling Water Intake
C8	City Garden	837970.6	816957.3
C9	Provident Garden	838355.0	817116.6

Remarks: C8 and C9 water monitoring commenced on 28 Jan 2012.

4.4.13. Due to the enforcement of Amber Rainstorm on 24 September 2012, water quality monitoring at flood tide was cancelled.

4.4.14. 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.

4.4.15. 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;

4.4.16. 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.

4.4.17. 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.

4.4.18. 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.

4.4.19. Due to the access of water monitoring station at WSD19 was blocked by LCSD construction works from 3 April 2012 to 2 May 2012 and lead to the inaccessibility of sampling either land and marine, there is a fine adjustment of the sampling point of WSD 19 since 5 April 2012 to the closest accessible point prior to the completion of the construction activities.

4.4.20. 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 April 2012 for the water quality monitoring at WSD7 and WSD20 have been monitored for 4-week period after the completion of DP6 to confirm no water deterioration.

4.4.21. 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.

4.4.22. 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.

4.4.23. Investigations were found that 6 turbidity and 5 SS exceedances which were Project-related to Contract no. HK/2009/02 in October 2012. The details of the recorded exceedances can be referred to the Section 5.4.

4.4.24. The enhanced water quality monitoring at C6, C7, Ex-WPCWA-SW and Ex-WPCWA-SE was commenced on 13 January 2011. No project-related exceedance was recorded in the daily SS monitoring and 24 hours turbidity monitoring.

4.4.25. Water monitoring results measured in this reporting period are reviewed and summarized in Table 4.18. Details of water quality monitoring results and graphical presentation can be referred in Appendix 4.3.

Table 4.18 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
HY/2009/11		WSD9	0	0	0	0	0	0	0	0	0	0	0	0
Monitoring finished on 6 Feb 2012		WSD10	0	0	0	0	0	0	0	0	0	0	0	0
		WSD15	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
		C8	0	0	0	0	0	0	0	0	0	0	0	0
		C9	0	0	0	0	0	0	0	0	0	0	0	0
HK/2009/01		WSD19	0	0	2	5	0	4	0	0	5	4	0	3
		C1	1	0	0	0	0	0	0	0	0	0	0	0
		C3	5	0	0	0	2	0	1	1	0	0	0	0
		C4e	2	0	0	0	0	0	4	0	0	0	0	0
		C4w	4	1	0	0	0	0	6	0	0	0	1	0
Monitoring finished on 27 April 2012		WSD20	0	0	0	0	0	0	0	0	0	0	0	0
		WSD7	0	0	0	0	0	0	0	0	0	0	0	0
HK/2009/01 & HK/2010/06		C2	0	0	0	0	1	0	0	0	0	0	0	0
HK/2009/02		C5e	1	0	0	2	0	1	0	0	1	2	2	2
		C5w	0	0	2	2	0	2	0	0	0	4	1	2
Monitoring started on 8 Feb 2012		WSD21	5	2	0	0	3	1	5	3	2	1	1	1
		WSD9	0	0	1	0	1	1	1	0	0	0	0	0
	WSD17		0	0	5	9	0	8	0	0	2	1	0	2
HY/2009/15	C7		3	2	0	1	0	0	5	0	0	0	0	0
HY/2009/19 Monitoring started on 28 Jan 2012	C8		0	0	5	5	2	0	1	0	2	3	0	0
	C9		1	0	7	8	4	1	0	0	3	1	0	0
Total			22	5	22	32	13	18	23	4	15	16	5	10

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 were temporarily suspended from 27 Apr 2012

4.4.26. 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 4.18a.

Table 4.18a 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	1	0	2	0
	C7	4	4	4	2
	Ex-WPCWA SW	3	18	2	17
	Ex-WPCWA SE	12	15	10	18
Total		20	37	18	37

4.4.27. There was no exceedance in this reporting period are reviewed and summarized. Details of graphical presentation can be referred in Appendix 4.3.

4.5 Waste Monitoring Results

Contract no. HY/2009/11 – Central – Wanchai Bypass, North Point Reclamation

4.5.1. The major work activities for Contract no. HY/2009/11 was confirmed substantial complete by RSS on 4 January 2012. Therefore, no C&D waste was generated.

Table 4.19 Details of Waste Disposal for Contract no. HY/2009/11

Waste Type	Quantity this quarter	Cumulative Quantity-to-Date	Disposal / Dumping Grounds
Inert C&D materials disposed, m^3	NIL	NIL	N/A
Inert C&D materials recycled, m^3	NIL	NIL	N/A
Non-inert C&D materials disposed, m^3	NIL	692.255	SENT Landfill
Non-inert C&D materials recycled, m^3	NIL	NIL	N/A
Chemical waste disposed, kg	N/A	N/A	N/A
Marine Sediment (Type 1 – Open Sea Disposal), m^3	0 (Bulk Volume)	89,500 (Bulk Volume)	South of Cheung Chau
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal), m^3	0 (Bulk Volume)	129,200 (Bulk Volume)	East of Sha Chau

4.5.2. There was no marine sediment disposed and no dredging work undertaken in the reporting period. Contractor submitted a letter dated 20 July 2011 to confirm that the dredging works and dumping operation were completed.

Contract no. HK/2009/01 - Wan Chai Development Phase II – Central –Wanchai Bypass at HKCEC

4.5.3. No Inert C&D waste was disposed and non-inert C&D waste was disposed of for the site preparation works in this reporting period. Details of the waste flow table are summarized in Table 4.20.

Table 4.20 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, m^3	0	22245.42	TKO137, TM38
Inert C&D materials recycled, m^3	125	5104.5	N/A
Non-inert C&D materials disposed, m^3	149.2	1092.08	SENT Landfill
Non-inert C&D materials recycled, kg	0	151143	N/A
Chemical waste disposed, kg	1050	8250	N/A
Marine Sediment (Type 1 – Open Sea Disposal) , m^3	0 (Bulk Volume)	91164.2 (Bulk Volume)	South of Cheung Chau
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal) , m^3	767 (Bulk Volume)	43785 (Bulk Volume)	East of Cha Chau
Dredged Sediment Requiring Type 3 – Special Treatment / Disposal contained in Geosynthetic Containers	1160 (Bulk Volume)	6773 (Bulk Volume)	East of Cha Chau

4.5.4. There were Marine Sediment (Type 1- Open Sea Disposal (Dedicate Sites) & Type 2- Confined Marine Disposal) and Dredged Sediments Requiring Type 3- Special treatment disposed of in this reporting quarter.

Contract no. HK/2009/02 - Wan Chai Development Phase II – Central – Wan Chai Bypass at WanChai East

4.5.5. Inert and non-inert C&D waste were disposed of for the site preparation works in this reporting period. Details of the waste flow table are summarized in Table 4.21.

Table 4.21 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, m^3	45119.03	219417.03	TKO137/ TM 38
Inert C&D materials recycled, m^3	NIL	18161	N/A
Non-inert C&D materials disposed, m^3	111.37	697.37	SENT Landfill
Non-inert C&D materials recycled, m^3	NIL	NIL	N/A
Chemical waste disposed, kg	1500	5686	N/A
Marine Sediment (Type 1 – Open Sea Disposal), m^3	NIL	154,827 (Bulk volume)	South of Cheung Chau
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal), m^3	782	115246 (Bulk volume)	East of Sha Chau

Remarks: Contractor updated the cumulative quantity of chemical waste disposal in September

4.5.6. There were 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)

4.5.7. No inert and non-inert C&D waste were disposed of for the site preparation works 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/2009/15

Waste Type	Quantity this quarter	Cumulative Quantity-to-Date	Disposal / Dumping Grounds
Inert C&D materials disposed, m^3	NIL	141579.2	Tuen Mun Area 38
	NIL	65216	TKO137 FB
Inert C&D materials recycled, m^3	NIL	184.0	To Contract HY/2009/11
	NIL	304	Ex-PCWA
	NIL	111.9	TS4
Non-inert C&D materials disposed, m^3	NIL	252.2	SENT Landfill
Non-inert C&D materials recycled, kg	NIL	299361.5	N/A
Chemical waste disposed, kg	NIL	8,200	N/A
Marine Sediment (Type 1 – Open Sea Disposal) , m^3	980	97,857 (Bulk Volume)	South of Cheung Chau
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal) , m^3	NIL	207,285 (Bulk Volume)	East of Sha Chau
Marine Sediment (Type 3 – Special Treatment / Disposal contained in Geosynthetic Containers)	0	7,050 (Bulk Volume)	East of Sha Chau

4.5.8. There was marine sediment Type 1- Open Sea Disposal in this reporting quarter.

Contract no. HK/2010/06 - Wan Chai Development Phase II – Central –Wanchai Bypass over MTR Tsuen Wan Line

4.5.9. Non-inert C&D and Inert C&D waste were disposed of for the site preparation works in this reporting period. Details of the waste flow table are summarized in Table 4.23.

Table 4.23 Details of Waste Disposal for Contract no. HK/2010/06

Waste Type	Quantity this month	Cumulative Quantity-to-Date	Disposal / Dumping Grounds
Inert C&D materials disposed, m^3	338.4	11366.23	TM38
Inert C&D materials recycled, m^3	81.3	348.1	N/A
Non-inert C&D materials disposed, m^3	21.35	21.35	N/A
Non-inert C&D materials recycled, kg	0	1374.5	N/A
Chemical waste disposed, L	0	600	N/A
Marine Sediment (Type 1 – Open Sea Disposal), m^3	0 (Bulk Volume)	3,694 (Bulk Volume)	South Cheung Chau
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal) , m^3	0 (Bulk Volume)	12,297 (Bulk Volume)	East Sha Chau

4.5.10. There was no marine sediment disposed in the reporting period.

Contract no. HY/2009/19 – Central- WanChai Bypass Tunnel (North Point Section) and Island Eastern Corridor Link

4.5.11. Inert and non-inert C&D waste were disposed of in this reporting quarter

Table 4.24 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, m^3	57005.54	93591.24	TM38
Inert C&D materials recycled, m^3	1323	1323	N/A
Non-inert C&D materials disposed, m^3	95.56	151.53	N/A
Non-inert C&D materials recycled, kg	111.22	111.22	N/A
Chemical waste disposed, L	NIL	0.29	N/A
Marine Sediment (Type 1 – Open Sea Disposal), m^3	83	83	South Cheung Chau
Marine Sediment (Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal) , m^3	377	482	East Sha Chau

There were marine sediments Type1- Open Sea Disposal and Type 1 – Open Sea Disposal (Dedicate Sites) & Type 2 – Confined Marine Disposal dredging from bore-piling casing in the reporting period.

5. Compliance Audit

5.0.1. The Event Action Plan for construction noise, air quality and water quality are presented in Appendix 5.1.

5.1. Noise Monitoring

5.1.1 Six limit level exceedances were recorded at M6 on 4, 20, 27 September 2012, 16 October 2012, 1 and 6 November 2012 during this reporting quarter. Major traffic jam and no major work activities were observed during monitoring, the exceedances were considered as non-project related. 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. Real-time Noise Monitoring

5.2.1 Exceedances were recorded between 2100 and 2130 hours on 1 Oct 2012 at FEHD Hong Kong Transport Section Whitefield Depot and Oil Street Community Centre throughout the reporting month. Investigations found that the major noise impacts from 2100 to 2130 hours were arising from the display of pyrotechnics on 1 Oct 2012. In addition, there was no construction activity commenced during this period. As such, the exceedances were concluded as not project related.

5.3. Air Monitoring

5.3.1. No exceedance was recorded in 1-hr TSP and 24-hrs TSP monitoring in the reporting period.

5.3.2. No exceedance for odour patrol monitoring was recorded in the reporting month.

5.4. Water Quality Monitoring

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
HY/2009/11		WSD9	0	0	0	0	0	0	0	0	0	0	0	0
Monitoring finished on 6 Feb 2012		WSD10	0	0	0	0	0	0	0	0	0	0	0	0
		WSD15	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
		C8	0	0	0	0	0	0	0	0	0	0	0	0
		C9	0	0	0	0	0	0	0	0	0	0	0	0
HK/2009/01		WSD19	0	0	2	5	0	4	0	0	5	4	0	3
		C1	1	0	0	0	0	0	0	0	0	0	0	0
		C3	5	0	0	0	2	0	1	1	0	0	0	0
		C4e	2	0	0	0	0	0	4	0	0	0	0	0
		C4w	4	1	0	0	0	0	6	0	0	0	1	0
Monitoring finished on 27 April 2012		WSD20	0	0	0	0	0	0	0	0	0	0	0	0
		WSD7	0	0	0	0	0	0	0	0	0	0	0	0
HK/2009/01 & HK/2010/06		C2	0	0	0	0	1	0	0	0	0	0	0	0
HK/2009/02		C5e	1	0	0	2	0	1	0	0	1	2	2	2
		C5w	0	0	2	2	0	2	0	0	0	4	1	2
Monitoring started on 8 Feb 2012		WSD21	5	2	0	0	3	1	5	3	2	1	1	1
		WSD9	0	0	1	0	1	1	1	0	0	0	0	0
	WSD17		0	0	5	9	0	8	0	0	2	1	0	2
HY/2009/15	C7		3	2	0	1	0	0	5	0	0	0	0	0
HY/2009/19 Monitoring started on 28 Jan 2012	C8		0	0	5	5	2	0	1	0	2	3	0	0
	C9		1	0	7	8	4	1	0	0	3	1	0	0
Total			22	5	22	32	13	18	23	4	15	16	5	10

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 were temporary suspended since 27 April 2012

Contract no. HK/2009/02 - Wan Chai Development Phase II – Central – Wan Chai Bypass at WanChai East

5.4.2. There were turbidity and SS exceedances recorded at C5e and C5w on 13 and 15 Oct 2012 during ebb tide. Muddy water quality appearance inside and outside silt screen were observed during monitoring. Checking with Contractor’s work, rockfilling near temporary seawall at WCR2 was conducted on that day. Checking with contractor's inspection record, the silt screen and silt curtain for rockfilling were in proper condition on that day. Although the Contractor's records have shown a well maintained silt curtain and silt screen, muddy water was still observed around the intake during monitoring. The turbidity and SS concentration has returned to below the Action Level after stopping of filling works during the flood tide. This shows possible defects at the silt curtain and that protection around the intake is inadequate to protect the sensitive receiver during the filling activities.

5.4.3. There were turbidity and SS exceedances recorded at C5w on 20 October 2012 during flood tide. Silty water was observed discharging from water pipe into Well B during monitoring. 21.65 NTU turbidity was recorded outside the silt screen. Contractor immediately removed the pipe from Well B. ET reminded Contractor should ensure the water pumping into Well for cooling purpose should not deteriorate the water quality of intake. No further exceedance was recorded in the next consecutive water monitoring on 22 Oct. The turbidity and SS concentration has returned to below the Action Level after removal of water pipe.

5.4.4. There were turbidity and SS exceedances recorded at C5e on 25 October 2012 during flood tide. Muddy dispersion into the Well as a result of the rockfilling in WCR2 was observed during inspection walk on 25 Oct. ET recommended that gaps at temporary sheet pile at Well B should be sealed up and the turbid water inside well should be treated to improve the water quality in the well. Daily water quality monitoring at C5e was conducted on 26 Oct 12 under Event and Action Plan. The turbidity of C5e was 7.38 NTU on 26 Oct 12 which is below Action level. The turbidity and SS concentration has returned to below the Action Level after the improvement of condition of temporary sheet pile at Well.

5.4.5. All exceedances in Table 5.1 have been investigated and there was no project-related exceedance.

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	1	0	2	0
	C7	4	4	4	2
	Ex-WPCWA SW	3	18	2	17
	Ex-WPCWA SE	12	15	10	18
Total		20	37	18	37

5.4.6. 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. Site Audit

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. Review of the Reasons for and the Implications of Non-compliance

5.6.1 There was no non-compliance from the site audits in the reporting period.

5.7. Summary of action taken in the event of and follow-up on non-compliance

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. Complaints, Notification of Summons and Prosecution

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	27
September 2012- November 2012	0
Project-to-Date	27

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. Cumulative Construction Impact due to the Concurrent Projects

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 2012) of Central Reclamation Phase III (CRIII), drainage work, building construction works and pipe works were performed in the reporting period. The water quality monitoring was completed in October 2011 and no 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 activities at Reclamation Shoreline Sub-zones under Wan Chai Development Phase II were the dredging and filling at HKCEC3w, dredging at submarine sewage pipelines, reinstatement of seawall block construction at TCBR1W and marine bored piling at MTR Tunnel Crossing in the reporting month. The major environmental impact was water quality impact at North Point, Causeway Bay and Wan Chai.

7.0.4. The major environmental impacts generated from the reclamation work at Central Reclamation Phase III were only located along the coastline of Central and Admiralty while the adverse water impact was only located in the WCR2 in relation to the rock filling operation causing exceedances in WCR2 related to Contract no. HK/2009/02 in October 2012. Thus, it was unlikely to have cumulative impact from CRIII. It is evaluated the cumulative construction impact from the concurrent projects including Wan Chai Development Phase II and Central Reclamation Phase III was insignificant.

8. Conclusion

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 7.1.