EXECUTIVE SUMMARY

Introduction

1.              This is the 7th Quarterly Environmental Monitoring and Audit (EM&A) Report prepared by Cinotech Consultants Limited for the project “Contract No. HY/2011/09 – Hong Kong-Zhuhai-Macao Bridge Hong Kong Link Road – Section between HKSAR Boundary and Scenic Hill” (hereinafter called the “Contract”). This report documents the findings of EM&A Works performed in the period between September and November 2014.

Environmental Monitoring and Audit Progress

2.              A summary of the monitoring activities in this reporting period is listed in Table I below:

Table I            Summary Table for Monitoring Activities in the Reporting Period

 

Parameter(s)

Monitoring Date(s)

1-hr TSP Monitoring

3rd, 8th, 12th, 18th, 24th and 30th September 2014

6th, 10th, 16th, 22nd and 28th October 2014

3rd, 7th, 13th, 19th and 25th November 2014

24-hr TSP Monitoring

Noise Monitoring

4th , 10th , 19th  and 25th September 2014

3rd , 7th , 13th, 23rd and 29th October 2014

4th , 10th , 20th and 26th November 2014

Water Quality Monitoring

1st, 3rd, 5th, 8th, 10th, 12th, 15th, 18th, 20th , 22nd, 24th, 26th and 29th September 2014

1st, 3rd, 6th, 8th, 10th, 13th, 15th, 17th, 20th , 22nd, 24th, 27th, 29th and 31st October 2014

3rd, 5th, 7th, 10th, 12th, 15th, 17th, 19th , 21st, 24th, 26th and 28th November 2014

Dolphin Monitoring (Line-transect Vessel Surveys)

10th  and 23th September 2014

8th  and 22nd October 2014

5th  and 17th November 2014

Additional Land-based Dolphin Behaviour and Movement Monitoring

1st  and 5th September 2014

20th  and 27th October 2014

10th  and 24th November 2014

Environmental Site Inspection

2nd, 10th, 17th, 26th and 30th September 2014

7th, 14th, 21st and 31st October 2014

4th, 11th, 18th and 28th November 2014

Archaeological Site Inspection

30th September 2014

Breaches of Action and Limit Levels

3.              Summary of the environmental exceedances of the reporting period is tabulated in Table II.

Table II          Summary Table for Events Recorded in the Reporting Period

 

Environmental Monitoring

Parameter

No. of Exceedance

No. of Exceedance related to the Construction Activities of this Contract

Action Level

Limit Level

Action Level

Limit Level

Air Quality

1-hr TSP

0

0

0

0

24-hr TSP

0

0

0

0

Noise

Leq(30min)

0

0

0

0

Water Quality

Dissolved Oxygen (DO) (Surface & Middle)

0

0

0

0

Dissolved Oxygen (DO) (Bottom)

0

0

0

0

Turbidity

0

0

0

0

Suspended Solids (SS)

25

23

0

0

Dolphin Monitoring

Line-transect Vessel Surveys

0

0

0

0

 

4.              Environmental monitoring works were performed in the reporting period and all monitoring results were checked and reviewed.  The details of each exceedance were attached in the Monthly EM&A Reports.


Complaint Log

 

5.              Summary of the environmental complaints of the reporting period is tabulated in Table III.

Table III         Summary Table for Complaints Recorded in the Reporting Period

Complaint Log Ref.

Location

Received Date

Nature of Complaint

Com-2014-11-001

HZMB-HKLR – Section between HKSAR Boundary and Scenic Hill (Contract No. HY/2011/09)

11 November 2014

Water Quality and Waste Management

Com-2014-11-002

HZMB-HKLR – Section between HKSAR Boundary and Scenic Hill (Contract No. HY/2011/09)

18 November 2014

Water Quality and Waste Management

Com-2014-11-003

Floating Concrete Batching Plant (FCBP)

28 November 2014

Water Quality

Notification of Summons and Successful Prosecutions

 

6.              One notification of summons and successful prosecution was received in the reporting period.

Reporting Changes

 

7.              This report has been developed in compliance with the reporting requirements for the quarterly EM&A Summary Report as required by the EM&A Manual for Hong Kong Link Road (EM&A Manual).

Future Key Issues

8.              Major site activities for the coming reporting month will include:

WA4

Ÿ   Fabrication of rebar cages

Ÿ   Fabrication of temporary piling platforms

 

WA7

Ÿ   Fabrication of rebar cages

Ÿ   Loading and Unloading of rebar materials

 

Marine Viaduct (P0 to P80)

Reverse Circulation Drill (RCD) Method:

Ÿ   Piling works

Ÿ   Mooring bits and silt curtain installation

Ÿ   Installation of piling jackets

Ÿ   Dismantling of piling jackets

Ÿ   Pile excavation and casing installation

Ÿ   Inter-face tests, full depth coring test and sonic test

Ÿ   Grouting works

 

Kelly Method:

Ÿ   Installation of temporary piles, platforms permanent casing

Ÿ   Removal of piling platform and temporary pile extraction

Ÿ   Pile excavation

Ÿ   Inter-face tests, full depth coring test and sonic test

Ÿ   Toe grouting works

 

Pile Cap Construction:

Ÿ   Installation of precast cap shells

Ÿ   Concreting

Ÿ   Kingpost installation and associated steel welding works

Ÿ   Concreting trimming

 

Works with Cofferdam:

Ÿ   Installation of waling strut

Ÿ   Installation of sheet pile

Ÿ   Installation of temporary working platform

Ÿ   Installation of shear pin

Ÿ   Installation of bored pile casing

Ÿ   Excavation works and casting of concrete plug

Ÿ   Dewatering works and sealing works

Ÿ   Additional welding

 

Column Construction:

Ÿ   Lifting works

Ÿ   Lift concreting

Ÿ   Pier head works

Ÿ   Pier head concreting

Ÿ   Column insert installation, mobilization and temporary works

 

Deck Erection:

Ÿ   Lifting frame fabrication in Dongguan

Ÿ   Segment Unloading Frame (SUF) in Portion C

Ÿ   Assembly of Launching Gantry 2 at River Trade Terminal

Ÿ   Winches test

Ÿ   Assembly and erection of Lifting Frame 2

Ÿ   Erection of segment on pier

 

Land Viaduct (P85 to Abutment at SHT) & Marine Viaduct (P81 - P84)

Ÿ   Pile construction

Ÿ   Pouring of column

Ÿ   Pre-bored for sheet pile for cofferdam construction

Ÿ   Seawall block coring and breaking

Ÿ   formwork erection

Ÿ   Blinding concrete for scaffolding works

Ÿ   Dismantling of steel bracket system

Ÿ   Erection of steel bracket system

Ÿ   Cross road steel portal beams erection and corresponding falsework erection

Ÿ   Steel girders and cross beams erection