Job No.: TCS00694/13

 

 

 

 

 

 

 

 

 

Agreement No. CE 45/2008 (CE)

Liantang/Heung Yuen Wai

Boundary Control Point and Associated Works

 

 

 

 

 

 

 

 

 

15th Quarterly Environmental Monitoring & Audit Summary Report ¡V

(February to April 2017)

 

 

 

 

 

Prepared For

 

 

 

 

 

Civil Engineering and Development Department (CEDD)

 

 

 

 

 

 

 

 

 

Quality Index

Date

Reference No.

Prepared By

Certified By

21 July 2017

TCS00694/13/600/R1060v2

Nicola Hon

(Environmental Consultant)

T.W. Tam

(Environmental Team Leader)

 

 

 

Version

Date

Description

1

       18 July 2017

First Submission

2

21 July 2017

Amended against the IEC¡¦s comments on 20 July 2017

 

 

 

 

 

 

This report has been prepared by Action-United Environmental Services & Consulting with all reasonable skill, care and diligence within the terms of the Agreement with the client, incorporating our General Terms and Conditions of Business and taking account of the resources devoted to it by agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above. This report is confidential to the client and we accept no responsibility of whatsoever nature to third parties to whom this report, or any part thereof, is made known. Any such party relies upon the report at their own risk.

 


 

 

 

Executive Summary

ES.01.   This is the 15th Quarterly EM&A Summary Report for the ¡§Liantang/Heung Yuen Wai Boundary Control Point and Associated Works¡¨ under Environmental Permit No. EP-404/2011/D (hereinafter ¡¥¡¥the EP¡¦¡¦), covering the period from 1 February to 30 April 2017 (hereinafter ¡§Reporting Period¡¨).

 

Environmental Monitoring and Audit Activities

ES.02.   In the Reporting Period, the construction works under Liantang/Heung Yuen Wai Boundary Control Point and Associated Works of the Project included Contract 2, Contract 3, Contract 6, Contract 7 and Contract SS C505.  Environmental monitoring activities under the EM&A programme in the Reporting Period are summarized in the following table.

 

Environmental Aspect

Monitoring Parameters / Inspection

Reporting Period

Monitoring Locations / Contracts

Total Occasions  

Air Quality

1-hour TSP

9

432

24-hour TSP

9

144

Construction Noise

Leq(30min) Daytime

10

130

Water Quality

Water in-situ measurement and/or sampling

WM1 & WM1-C,

38 scheduled and 4 extra of sampling day

WM2A & WM2A-Cx

38 scheduled and 5 extra of sampling day

WM2B & WM2B-C

38 scheduled and 0 extra of sampling day

WM3 &WM3-C

38 scheduled and 4 extra of sampling day

WM4, WM4-CA &WM4-CB

38 scheduled and 1 extra of sampling day

Ecology

Woodland compensation

i)     General Health condition of planted species

ii)   Survival of planted species

9 Quadrats

2  

(Jan-Feb 2017) & (Mar-Apr 2017)

Joint Site Inspection / Audit

IEC, ET, the Contractor and RE joint site Environmental Inspection and Auditing

Contract 2

13

Contract 3

13

Contract 6

13

Contract 7

13

Contract SS C505 (#)

13

Note: Extra monitoring day was due to measurement results exceedance

(#) IEC only joined 1 event of site inspection for Contract SS C505 in April 2017.

 

Breaches of Action/Limit levels

ES.03.   In the Reporting Period, no noise complaint which triggered Action Level and Limit Level exceedance was registered for construction noise.  For air quality, there were 3 Action Level exceedances recorded.  For water quality monitoring, a total of 43 of Limit Level exceedance were recorded.  The summary of exceedance for the Reporting Period is shown below.

 

Environmental Aspect

Monitoring Parameters

Action Level

Limit Level

Event & Action

NOE Issued

Investigation

Corrective Actions

Air Quality

1-hour TSP

0

0

0

--

--

24-hour TSP

3

0

3

Not project related

NA

Construction Noise

Leq(30min) Daytime

0

0

0

--

--

Water Quality

DO

0

0

0

--

--

Turbidity

0

16

16

Investigation results revealed that all exceedances were not related to the works under the project.

The Contractor was reminded to implement water quality mitigation measures in accordance with ISEMM of the EM&A Manual requirements

SS

0

27

27

 

Environmental Complaint

ES.04.   In this Reporting Period, five (5) documented environmental complaints were received under the EM&A Programme with respect to noise and wastewater issues.  Investigation results revealed that all the received complaints were not related to works under Project.

 

Notification of Summons and Successful Prosecutions

ES.05.   No environmental summons or successful prosecutions were recorded in the Reporting Period.  

 

Reporting Changes

ES.06.   In the Reporting Period, EPD has approved the revised EM&A Programme (Rev.7) which included the proposal for not necessary to perform noise measurement during restricted hours periods.  Therefore, noise measurement during restricted hours periods will be ceased on 7 April 2017 in accordance with the updated EM&A Programme (Rev. 07) (Section 3.1.5) (EPD ref.: ( ) in EP2/N7/A/52 Ax(1) Pt.20 dated 7 April 2017)

 

ES.07.   Moreover, EPD has approved the revised EM&A Programme (Rev.7) which proposed that (1) if the measured water depth of the monitoring station is lower than 150 mm, alternative location based on the criteria were selected to perform water monitoring; and (2) If no suitable alternative location could be found within 15m far from the original location, the sampling at that location will be cancelled since sampling at too far from the designated location could not make a representative sample in accordance with the updated EM&A Programme (Rev. 07) (Section 4.1.4) (EPD ref.: ( ) in EP2/N7/A/52 Ax(1) Pt.20 dated 7 April 2017)

 

Future key issues

ES.08.   During wet season, preventive measures for muddy water or other water pollutants from site surface flow to local stream such as Kong Yiu Channel, Ma Wat Channel, Ping Yuen River, Kwan Tei River or public area should be properly maintained.  The Contractors should paid special attention on water quality mitigation measures and fully implement according ISEMM of the EM&A Manual, in particular for working areas near Ma Wat Channel and Ping Yuen River.

 

ES.09.   In addition, all effluent discharge shall be ensure to fulfill Technical Memorandum of Effluent Discharged into Drainage and Sewerage Systems, inland and Coastal Waters criteria or discharge permits stipulation.

 

ES.10.   Construction noise would be a key environmental issue during construction work of the Project.  Noise mitigation measures such as using quiet plants should be implemented in accordance with the EM&A requirement.

 

ES.11.   Since most of construction sites under the Project are located adjacent to villages, the Contractors should fully implement air quality mitigation measures to reduce construction dust emission.


Table of Contents

1       Introduction   1

1.1          Project Background   1

1.2          Report Structure  1

2       Project Organization and Construction progress  2

2.1          Construction Contract Packaging   2

2.2          Project Organization   4

2.3          Concurrent Projects  6

2.4          Construction Progress  6

2.5          Summary of Environmental Submissions  8

3       Project Organization and Construction progress  14

3.1          General  14

3.2          Monitoring Parameters  14

3.3          Monitoring Locations  14

3.4          Monitoring Frequency and Period   16

3.5          Monitoring Equipment  17

3.6          Monitoring Methodology   19

3.7          Equipment Calibration   21

3.8          Derivation of Action/Limit (A/L) Levels  21

3.9          Data Management and Data QA/QC Control  22

4       Air Quality Monitoring   1

4.1          General  1

4.2          Summary of Monitoring Results  1

5       Construction Noise Monitoring   3

5.1          General  3

5.2          Summary of Monitoring Results  3

5.3          Noise Monitoring Results (Restricted Hours) 4

6       Water Quality Monitoring   6

6.1          General  6

6.2          Summary of Monitoring Results  6

7       Ecology Monitoring   11

7.1          General  11

8       Waste Management   12

8.1          General Waste Management  12

8.2          Records of Waste Quantities  12

9       Site Inspections  14

9.1          requirements  14

10     Non-compliance, Complaints, Notifications of Summons and Prosecutions  16

10.1        Status of Non-compliance Environmental Complaint, Summons and Prosecution   16

11     Implementation Status of Mitigation Measures  20

11.1        General Requirements  20

12     Conclusions and Recommendations  21

12.1        Conclusions  21

12.2        Recommendations  21

 


List of tables

Table 2-1      Status of Environmental Licenses and Permits of the Contracts

Table 3-1      Summary of EM&A Requirements

Table 3-2      Impact Monitoring Stations - Air Quality

Table 3-3      Impact Monitoring Stations - Construction Noise

Table 3-4      Impact Monitoring Stations - Water Quality

Table 3-5      Air Quality Monitoring Equipment

Table 3-6      Construction Noise Monitoring Equipment

Table 3-7      Water Quality Monitoring Equipment

Table 3-8      Action and Limit Levels for Air Quality Monitoring

Table 3-9      Action and Limit Levels for Construction Noise

Table 3-10    Action and Limit Levels for Water Quality

Table 4-1     Summary of Air Quality Monitoring Results

Table 4-2      Summaries of Breaches of Air Quality A/L Levels

Table 5-1     Summary of Construction Noise Monitoring Results

Table 5-2      Summaries of Breaches of Construction Noise A/L Levels

Table 5-3      Summary of Construction Noise Monitoring Results for Restricted Hours

Table 6-1      Summary of the Water Quality Monitoring Results ¡V Contracts SS C505 & 6

Table 6-2      Summary of the Water Quality Monitoring Results ¡V Contracts 2 & 3

Table 6-3      Summary of the Water Quality Monitoring Results ¡V Contract 6

Table 6-4      Summary of the Water Quality Monitoring Results ¡V Contracts 2 & 6

Table 6-5      Summaries of Breaches of the Existing Water Quality A/L Levels

Table 6-6      Summary of Water Quality Exceedance in the Reporting Period

Table 8-1      Summary of Quantities of Inert C&D Materials

Table 8-2      Summary of Quantities of C&D Wastes

Table 9-1      Summary of Reminders/Observations of Site Inspection ¡V Contract 2

Table 9-2      Summary of Reminders/Observations of Site Inspection ¡V Contract 3

Table 9-3      Summary of Reminders/Observations of Site Inspection ¡V Contract 6

Table 9-4      Summary of Reminders/Observations of Site Inspection ¡V Contract SS C505

Table 9-5      Summary of Reminders/Observations of Site Inspection ¡V Contract 7

Table 10-1    Statistical Summary of Environmental Complaints

Table 10-2    Statistical Summary of Environmental Summons

Table 10-3    Statistical Summary of Environmental Prosecution

Table 11-1    Environmental Mitigation Measures

 

List of Annexes

Appendix A  Layout plan of the Project

Appendix B  Environmental Management Organization Chart

Appendix C  Designated Monitoring Locations as Recommended in the Approved EM&A Manual

Appendix D  Monitoring Locations for Impact Monitoring

Appendix E  Event and Action Plan

Appendix F Graphical Plots for Monitoring Result

Appendix G Weather information

Appendix H Waste Flow Table

Appendix I Implementation Schedule for Environmental Mitigation Measures

 

 


1        Introduction

1.1  Project Background

1.1.1.      Civil Engineering and Development Department is the Project Proponent and the Permit Holder of Agreement No. CE 45/2008 (CE) Liantang / Heung Yuen Wai Boundary Control Point and Associated Works, which is a Designated Project to be implemented under Environmental Permit number EP-404/2011/C granted on 12 March 2015 and the latest Environmental Permit number EP-404/2011/D granted on 20 January 2017.

 

1.1.2.      The Project consists of two main components: Construction of a Boundary Control Point (hereinafter referred as ¡§BCP¡¨); and Construction of a connecting road alignment.  Layout plan of the Project is shown in Appendix A.

 

1.1.3.      The proposed BCP is located at the boundary with Shenzhen near the existing Chuk Yuen Village, comprising a main passenger building with passenger and cargo processing facilities and the associated customs, transport and ancillary facilities.  The connecting road alignment consists of six main sections:

1)             Lin Ma Hang to Frontier Closed Area (FCA) Boundary ¡V this section comprises at-grade and viaducts and includes the improvement works at Lin Ma Hang Road;

2)             Ping Yeung to Wo Keng Shan ¡V this section stretches from the Frontier Closed Area Boundary to the tunnel portal at Cheung Shan and comprises at-grade and viaducts including an interchange at Ping Yeung;

3)             North Tunnel ¡V this section comprises the tunnel segment at Cheung Shan and includes a ventilation building at the portals on either end of the tunnel;

4)             Sha Tau Kok Road ¡V this section stretches from the tunnel portal at Wo Keng Shan to the tunnel portal south of Loi Tung and comprises at-grade and viaducts including an interchange at Sha Tau Kok and an administration building;

5)             South Tunnel ¡V this section comprises a tunnel segment that stretches from Loi Tung to Fanling and includes a ventilation building at the portals on either end of the tunnel as well as a ventilation building in the middle of the tunnel near Lau Shui Heung;

6)             Fanling ¡V this section comprises the at-grade, viaducts and interchange connection to the existing Fanling Highway.

 

1.1.4.      Action-United Environmental Services & Consulting has been commissioned as an Independent ET to implement the relevant EM&A program in accordance with the approved EM&A Manual, as well as the associated duties.

 

1.1.5.      This is the 15th Quarterly EM&A Summary Report presenting the monitoring results and inspection findings for the Reporting Period from 1 February to 30 April 2017.

 

1.2  Report Structure

1.2.1        The Quarterly Environmental Monitoring and Audit (EM&A) Summary Report is structured into the following sections:-

Section 1       Introduction

Section 2       Project Organization and Construction progress

Section 3       Summary of Impact monitoring Requirements

Section 4       Air Quality Monitoring

Section 5       Construction Noise Monitoring

Section 6       Water Quality Monitoring

Section 7       Ecology Monitoring

Section 8       Waste Management

Section 9       Site Inspection

Section 10     Non-compliance, Complaints, Notifications of Summons and Prosecutions

Section 11     Implementation Status of Mitigation Measures

Section 12     Conclusions and Recommendations


2        Project Organization and Construction progress

2.1  Construction Contract Packaging

2.1.1        To facilitate the project management and implementation, the Project would be divided by the following contracts:

¡P                Contract 2 (CV/2012/08)

¡P                Contract 3 (CV/2012/09)

¡P                Contract 4 (NE/2014/02)

¡P                Contract 5 (CV/2013/03)

¡P                Contract 6 (CV/2013/08)

¡P                Contract 7 (NE/2014/03)

¡P                ArchSD Contract No. SS C505

 

2.1.2        The details of each contracts is summarized below and the delineation of each contracts is shown in Appendix A.

 

Contract 2 (CV/2012/08)

2.1.3        Contract 2 has awarded in December 2013 and construction work was commenced on 19 May 2014.  Major Scope of Work of the Contract 2 is listed below:

¡P           construction of an approximately 5.2km long dual two-lane connecting road (with about 0.4km of at-grade road and 4.8km of tunnel) connecting the Fanling Interchange with the proposed Sha Tau Kok Interchange;

¡P           construction of a ventilation adit tunnel and the mid-ventilation building;

¡P           construction of the north and south portal buildings of the Lung Shan Tunnel and their associated slope works;

¡P           provision and installation of ventilation system, E&M works and building services works for Lung Shan tunnel and Cheung Shan tunnel and their portal buildings;

¡P           construction of Tunnel Administration Building adjacent to Wo Keng Shan Road and the associated E&M and building services works; and

¡P           construction of associated footpath, slopes, retaining structures, drainage, sewerage, waterworks, landscaping works and other ancillary works.

 

Contract 3 (CV/2012/09)

2.1.4        Contract 3 was awarded in July 2013 and construction work was commenced on 5 November 2013.  Major Scope of Work of the Contract 3 is listed below:

¡P           construction of four link roads connecting the existing Fanling Highway and the south portal of the Lung Shan Tunnel;

¡P           realignment of the existing Tai Wo Service Road West and Tai Wo Service Road East;

¡P           widening of the existing Fanling Highway (HyD¡¦s entrustment works);

¡P           demolishing existing Kiu Tau vehicular bridge and Kiu Tau footbridge and reconstruction of the existing Kiu Tau Footbridge (HyD¡¦s entrustment works); and

¡P           construction of associated footpath, slopes, retaining structures, drainage, sewerage, waterworks, landscaping works and other ancillary works.

 

Contract 4 (NE/2014/02)

2.1.5        Contract 4 was awarded in mid-April 2016 and construction work will be commenced on 2 May 2017.  The scope of work of the Contract 4 includes:

¡P             design, supply, delivery, installation, testing and commissioning of a traffic control and surveillance system for the connecting road linking up the Liantang / Heung Yuen Wai Boundary Control Point and the existing Fanling Highway.

 

Contract 5 (CV/2013/03)

2.1.6        Contract 5 has awarded in April 2013 and construction work was commenced in August 2013.  Major Scope of Work of the Contract 5 is listed below:

¡P           site formation of about 23 hectares of land for the development of the BCP;

¡P           construction of an approximately 1.6 km long perimeter road at the BCP including a 175m long depressed road;

¡P           associated diversion/modification works at existing local roads and junctions including Lin Ma Hang Road;

¡P           construction of pedestrian subway linking the BCP to Lin Ma Hang Road;

¡P           provision of resite area with supporting infrastructure for reprovisioning of the affected village houses; and

¡P           construction of associated footpath, slopes, retaining structures, drainage, sewerage, waterworks, landscaping works and other ancillary works.

 

Contract 6 (CV/2013/08)

2.1.7        Contract 6 was awarded in June 2015 and construction work was commenced on 23 October 2015.  Major Scope of Work of the Contract 6 would be included below:

Ÿ   construction of an approximately 4.6km long dual two-lane connecting road (with about 0.6km of at-grade road, 3.3km of viaduct and 0.7km of tunnel) connecting the BCP with the proposed Sha Tau Kok Road Interchange and the associated ventilation buildings;

Ÿ   associated diversion/modification works at access roads to the resite of Chuk Yuen Village;

Ÿ   provision of sewage collection, treatment and disposal facilities for the BCP and the resite of Chuk Yuen Village;

Ÿ   construction of a pedestrian subway linking the BCP to Lin Ma Hang Road;

Ÿ   provisioning of the affected facilities including Wo Keng Shan Road garden; and

Ÿ   construction of associated footpath, slopes, retaining structures, drainage, sewerage, waterworks, landscaping works and other ancillary works.

 

Contract 7 (NE/2014/03)

2.1.8        Contract 7 was awarded in December 2015 and the construction work was commenced 15 February 2016.  Major Scope of Work of the Contract 7 would be included below:

Ÿ   construction of the Hong Kong Special Administrative Region (HKSAR) portion of four vehicular bridge

Ÿ   construction of one pedestrian bridge crossing Shenzhen (SZ) River (cross boundary bridges)

 

ArchSD Contract No. SS C505

2.1.9        SS C505 has been awarded in July 2015 and construction work was commenced on 1 September 2015.  Major Scope of Work of the SS C505 would be included below:

Ÿ   passenger-related facilities including processing kiosks and examination facilities for private cars and coaches, passenger clearance building and halls, the interior fitting works for the pedestrian bridge crossing Shenzhen River, etc.;

Ÿ   cargo processing facilities including kiosks for clearance of goods vehicles, customs inspection platforms, X-ray building, etc.;

Ÿ   accommodation for the facilities inside of the Government departments providing services in connection with the BCP;

Ÿ   transport-related facilities inside the BCP including road networks, public transport interchange, transport drop-off and pick-up areas, vehicle holding areas and associated road furniture etc;

Ÿ   a public carpark; and

Ÿ   other ancillary facilities such as sewerage and drainage, building services provisions and electronic systems, associated environmental mitigation measure and landscape works.

 


 

2.2  Project Organization

2.2.1        The project organization is shown in Appendix B. The responsibilities of respective parties are:

 

Civil Engineering and Development Department (CEDD)

2.2.2        CEDD is the Project Proponent and the Permit Holder of the EP of the development of the Project and will assume overall responsibility for the project. An Independent Environmental Checker (IEC) shall be employed by CEDD to audit the results of the EM&A works carried out by the ET.

 

Architectural Services Department (ArchSD)

2.2.3        ArchSD acts as the works agent for Development Bureau (DEVB), for Contract SS C505 Liantang/ Heung Yuen Wai Boundary Control Point (BCP) ¡V BCP Buildings and Associated Facilities.

 

Environmental Protection Department (EPD)

2.2.4        EPD is the statutory enforcement body for environmental protection matters in Hong Kong.

 

Ronald Lu & Partners (Hong Kong) Ltd (The Architect)

2.2.5        Ronald Lu & Partners (Hong Kong) Ltd is appointed by ArchSD as an Architect for Contract SS C505 Liantang/ Heung Yuen Wai Boundary Control Point (BCP) ¡V BCP Buildings and Associated Facilities.  It responsible for overseeing the construction works of Contract SS C505 and for ensuring that the works are undertaken by the Contractor in accordance with the specification and contract requirements. The duties and responsibilities of the Architect with respect to EM&A are:

Ÿ   Monitor the Contractors¡¦ compliance with contract specifications, including the implementation and operation of the environmental mitigation measures and their effectiveness

Ÿ   Monitor Contractors¡¦ and ET¡¦s compliance with the requirements in the Environmental Permit (EP) and EM&A Manual

Ÿ   Facilitate ET¡¦s implementation of the EM&A programme

Ÿ   Participate in joint site inspection by the ET and IEC

Ÿ   Oversee the implementation of the agreed Event / Action Plan in the event of any exceedance

Ÿ   Adhere to the procedures for carrying out complaint investigation

Ÿ   Liaison with DSD, Engineer/Engineer¡¦s Representative, ET, IEC and the Contractor of the ¡§Construction of the DSD¡¦s Regulation of Shenzhen River Stage 4 (RSR 4)¡¨ Project discussing regarding the cumulative impact issues.

 

Engineer or Engineers Representative (ER)

2.2.6        The ER is responsible for overseeing the construction works and for ensuring that the works are undertaken by the Contractor in accordance with the specification and contract requirements. The duties and responsibilities of the ER with respect to EM&A are:

¡P           Monitor the Contractors¡¦ compliance with contract specifications, including the implementation and operation of the environmental mitigation measures and their effectiveness

¡P           Monitor Contractors¡¦s, ET¡¦s and IEC¡¦s compliance with the requirements in the Environmental Permit (EP) and EM&A Manual

¡P           Facilitate ET¡¦s implementation of the EM&A programme

¡P           Participate in joint site inspection by the ET and IEC

¡P           Oversee the implementation of the agreed Event / Action Plan in the event of any exceedance

¡P           Adhere to the procedures for carrying out complaint investigation

¡P           Liaison with DSD, Engineer/Engineer¡¦s Representative, ET, IEC and the Contractor of the ¡§Construction of the DSD¡¦s Regulaiton of Shenzhen River Stage 4 (RSR 4)¡¨ Project discussing regarding the cumulative impact issues.

 


 

The Contractor(s)

2.2.7        There will be one contractor for each individual works contract.  The Contractor(s) should report to the ER.  The duties and responsibilities of the Contractor are:

¡P           Comply with the relevant contract conditions and specifications on environmental protection

¡P           Employ an Environmental Team (ET) to undertake monitoring, laboratory analysis and reporting of EM &A Facilitate ET¡¦s monitoring and site inspection activities

¡P           Participate in the site inspections by the ET and IEC, and undertake any corrective actions

¡P           Provide information / advice to the ET regarding works programme and activities which may contribute to the generation of adverse environmental impacts

¡P           Submit proposals on mitigation measures in case of exceedances of Action and Limit levels in accordance with the Event / Action Plans

¡P           Implement measures to reduce impact where Action and Limit levels are exceeded

¡P           Adhere to the procedures for carrying out complaint investigation

 

Environmental Team (ET)

2.2.8        One ET will be employed for this Project.  The ET shall not be in any way an associated body of the Contractor(s), and shall be employed by the Project Proponent/Contractor to conduct the EM&A programme.  The ET should be managed by the ET Leader. The ET Leader shall be a person who has at least 7 years¡¦ experience in EM&A and has relevant professional qualifications. Suitably qualified staff should be included in the ET, and resources for the implementation of the EM&A programme should be allocated in time under the Contract(s), to enable fulfillment of the Project¡¦s EM&A requirements as specified in the EM&A Manual during construction of the Project.  The ET shall report to the Project Proponent and the duties shall include:

¡P           Monitor and audit various environmental parameters as required in this EM&A Manual

¡P           Analyse the environmental monitoring and audit data, review the success of EM&A programme and the adequacy of mitigation measures implemented, confirm the validity of the EIA predictions and identify any adverse environmental impacts arising

¡P           Carry out regular site inspection to investigate and audit the Contractors¡¦ site practice, equipment/plant and work methodologies with respect to pollution control and environmental mitigation, and effect proactive action to pre-empt problems

¡P           Monitor compliance with conditions in the EP, environmental protection, pollution prevention and control regulations and contract specifications

¡P           Audit environmental conditions on site

¡P           Report on the environmental monitoring and audit results to EPD, the ER, the lEC and Contractor(s) or their delegated representatives

¡P           Recommend suitable mitigation measures to the Contractor in the case of exceedance of Action and Limit levels in accordance with the Event and Action Plans

¡P           Liaise with the IEC on all environmental performance matters and timely submit all relevant EM&A proforma for approval by IEC

¡P           Advise the Contractor(s) on environmental improvement, awareness, enhancement measures etc., on site

¡P           Adhere to the procedures for carrying out complaint investigation

¡P           Liaison with the client departments, Engineer/Engineer¡¦s Representative, ET, lEC and the Contractor(s) of the concurrent projects as listed under Section 2.3 below regarding the cumulative impact issues.

 

Independent Environmental Checker (IEC)

2.2.9        One IEC will be employed for this Project.  The Independent Environmental Checker (IEC) should not be in any way an associated body of the Contractor(s) or the ET for the Project.  The IEC should be employed by the Permit Holder (i.e., CEDD) prior to the commencement of the construction of the Project.  The IEC should have at least 10 years¡¦ experience in EM&A and have relevant professional qualifications.  The duty of IEC should be:

¡P           Provide proactive advice to the ER and the Project Proponent on EM&A matters related to the project, independent from the management of construction works, but empowered to audit the environmental performance of construction

¡P           Review and audit all aspects of the EM&A programme implemented by the ET

¡P           Review and verify the monitoring data and all submissions in connection with the EP and EM&A Manual submitted by the ET

¡P           Arrange and conduct regular, at least monthly site inspections of the works during construction phase, and ad hoc inspections if significant environmental problems are identified

¡P           Check compliance with the agreed Event / Action Plan in the event of any exceedance

¡P           Check compliance with the procedures for carrying out complaint investigation

¡P           Check the effectiveness of corrective measures

¡P           Feedback audit results to ET by signing off relevant EM&A proforma

¡P           Check that the mitigation measures are effectively implemented

¡P           Report the works conducted, the findings, recommendation and improvement of the site inspections, after reviewing ET¡¦s and Contractor¡¦s works, and advices to the ER and Project Proponent on a monthly basis

¡P           Liaison with the client departments, Engineer/Engineer¡¦s Representative, ET, lEC and the Contractor(s) of the concurrent projects as listed under Section 2.3 below regarding the cumulative impact issues.

 

2.3  Concurrent Projects

2.3.1        The concurrent construction works that may be carried out include, but not limited to, the following:

                         (a)          Regulation of Shenzhen River Stage IV;

                        (b)          Widening of Fanling Highway ¡V Tai Hang to Wo Hop Shek Interchange ¡V Contract No. HY/2012/06;

                         (c)          Construction of BCP facilities in Shenzhen.

 

2.4  Construction Progress

2.4.1        In the Reporting Period, the major construction activity conducted under the Project is located in Contracts 2, 3, 6, 7 and SS C505 and they are summarized in below.

 

Contract 2 (CV/2012/08)

2.4.2        Construction work of Contract 2 was commenced on 19 May 2014, the following activities were conducted in the Reporting Period.

Mid-Vent Portal

Ÿ    Tunnel Boring Machine (TBM) south driver breakthrough and U-Turn

Ÿ    Adit invert slab, waterproofing and lining

Ÿ    Stud tunnel post-excavation activities

Ÿ    Mid-Vent building structure and backfilling

Ÿ    Tube tunnel construction activities

Ÿ    Structure connecting the adit tunnel and ventilation building superstructure

North Portal

Ÿ    Slope stabilization and retaining wall

Ÿ    Southbound TBM excavation and tunnel enlargement

Ÿ    Construction of OHVD, cross passage and internal structure

Ÿ    North Bound Tunnel bench excavation, water proofing and lining

Ÿ    North ventilation building superstructure

South Portal

Ÿ    Southbound and northbound Drill & Blast Excavation

Ÿ    South ventilation and building superstructure

Ÿ    Tunnel invert, waterproofing, lining, OHVD and cross passage

Ÿ    Mucking out from tunnels

Admin Building

Ÿ    Building superstructure, fence wall, drainage and E&M installation

 

Contract 3 (CV/2012/09)

2.4.3        Contract commenced in November 2013, the following activities were conducted in the Reporting Period.

Ÿ  Boundary Wall for DSD Pumping Station

Ÿ  Cable detection and trial trenches

Ÿ  Construction of remaining base Slab of Box Culvert ID4

Ÿ  Existing Kiu Tau Vehicular Bridge demolition

Ÿ  Extended podium construction near Bored Pile Wall

Ÿ  Gabion wall construction

Ÿ  Installation Steel Column and Panel of Noise Barrier

Ÿ  Footbridge construction

Ÿ  Installation Works of Mini-pile

Ÿ  Noise barrier construction

Ÿ  Pier table construction

Ÿ  Pipe Jacking works for DN2200 Water Mains

Ÿ  Portal beam construction

Ÿ  Profile Barrier Construction on Viaduct

Ÿ  Road works

Ÿ  Roundabout modification works

Ÿ  Utilities Duct Laying

Ÿ  Viaduct segment erection

Ÿ  Water Main Laying

Ÿ  Abutment Construction

Ÿ  Pre-drilling for noise barrier

Ÿ  Pit construction for heading works.

Ÿ  Parapet installation

Ÿ  Planter Wall construction

Ÿ  Drainage Work

Ÿ  Mini-pile Installation

Ÿ  Construction of Profile Barrier on Viaduct deck

Ÿ  Stressing of External Tendon

 

Contract 4 (NE/2014/02)

2.4.4        The Contract was awarded in mid-April 2016 and the major construction work will be commenced on 2 May 2017.

 

Contract 5 (CV/2013/03)

2.4.5        As advised by the ER, the construction works under Contract 5 was substantially completed on 31 August 2016.

 

Contract 6 (CV/2013/08)

2.4.6        Contract 6 has awarded in June 2015 and construction work was commenced on 23 October 2015. In this Reporting Period, construction activities conducted are listed below:

Ÿ  Bored Piling

Ÿ  Pile Cap Construction

Ÿ  Bridge Pier Construction

Ÿ  Bridge Segment Erection

Ÿ  Tunnel Excavation

Ÿ  Sewage Treatment Plant Construction

 

Contract 7 (NE/2014/03)

2.4.7        Contract 7 has awarded in December 2015 and construction work was commenced on 15 February 2015.  In this Reporting Period, construction activities conducted are listed below:

              U-trough construction at Bridges A and E

              Pile Caps Construction at Bridges A and E

              Column construction at Bridges B and D

              2nd and 3rd floor slab construction at Bridge C

 

Contract SS C505

2.4.8        Contract SS C505 has awarded in July 2015 and construction work was commenced on 1 September 2015.  In this Reporting Period, construction activities conducted are listed below:

              Building no. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 18, 26, 30, 36 and 41 construction

              Excavation for drainage works for Building no. 4, 5, 6 & 7

              ABWF Works and Contractors Testing for Building no.36

              On Grade Slab construction for Building no.36

              Tower crane operation

              Bridge construction works including construction of bridge column, retaining wall, pile cap, pier, abutment, road and finishes works

              Underground drainage works, Road Works and Landscaping

              Formwork and falsework for PTB¡¦s slab construction

              Construction PTB M/F & 1/F flat slab

              Steel beam works for maintenance platform for PTB

              PTB backfilling works

              Pile cap construction for PTB, including excavation and backfilling works

              Bridge deck construction for Bridges 1 - 5

 

2.5  Summary of Environmental Submissions

2.5.1        In according to the EP, the required documents have submitted to EPD which listed in below:

Ÿ  Project Layout Plans of Contracts 2, 3, 4, 5, 6, 7 and SS C505

Ÿ  Landscape Plan

Ÿ  Topsoil Management Plan

Ÿ  Environmental Monitoring and Audit Programme

Ÿ  Baseline Monitoring Report (TCS00690/13/600/R0030v3) for the Project

Ÿ  Waste Management Plan of the Contracts 2, 3, 5, 6, 7 and SS C505

Ÿ  Contamination Assessment Plan (CAP) and Contamination Assessment Report (CAR) for Po Kat Tsai, Loi Tung and the workshops in Fanling

Ÿ  Vegetation Survey Report

Ÿ  Woodland Compensation Plan

Ÿ  Habitat Creation Management Plan

Ÿ  Wetland Compensation Plan

 

2.5.2        Summary of the relevant permits, licenses, and/or notifications on environmental protection for the Project of each contracts are presented in Table 2-1.

 

Table 2-1             Status of Environmental Licenses and Permits of the Contracts

Item

Description

License/Permit Status

Ref. no.

Effective Date

Expiry Date

Contract 2

1

Air pollution Control (Construction Dust) Regulation

Ref No.: 368864

31 Dec 2013

Till Contract ends

2

Chemical Waste Producer Registration

North Portal

Waste Producers Number: No.5213-652-D2523-01

25 Mar 2014

Till Contract ends

Mid-Vent Portal

Waste Producers Number: No.5213-634-D2524-01

25 Mar 2014

Till Contract ends

South Portal

Waste Producers Number: No.5213-634-D2526-01

9 Apr 2014

Till Contract ends

3

Water Pollution Control Ordinance - Discharge License

No.WT00018374-2014

8 Oct 2014

30 Sep 2019

No.: W5/1I389

28 Mar 2014

31 Mar 2019

No. WT00023063-2015

18 Dec 2015

31 Mar 2019

No.: W5/1I392

28 Mar 2014

31 Mar 2019

4

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7019105

8 Jan 2014

Till Contract ends

5

Construction Noise Permit

GW-RN0695-16

18 Sep 2016

17 Mar 2017

GW-RN0700-16

20 Sep 2016

19 Feb 2017

GW-RN0759-16

12 Oct 2016

11 Apr 2017

GW-RN0800-16

01 Nov 2016

29 Apr 2017

GW-RN0822-16

09 Nov 2016

08 May 2017

GW-RN0823-16

09 Nov 2016

08 May 2017

GW-RN0839-16

20 Nov 2016

07 May 2017

GW-RN0852-16

23 Nov 2016

2 May 2017

GW-RN0895-16

20 Dec 2016

11 Jun 2017

GW-RN0926-16

27 Dec 2016

26 Jun 2017

GW-RN0928-16

27 Dec 2016

26 Jun 2017

GW-RN0072-17

1 Feb 2017

31 Jul 2017

GW-RN0073-17

1 Feb 2017

31 Jul 2017

GW-RN0214-17

30 Mar 2017

14 Sep 2017

GW-RN0201-17

28 Mar 2017

14 Sep 2017

GW-RN0177-17

23 Mar 2017

14 Sep 2017

GW-RN0228-17

1 Apr 2017

16 Sep 2017

GW-RN0291-17

26-Apr-2017

20-Sep-2017

GW-RN0318-17

09-May-2017

27-Oct-2017

GW-RN0288-17

26-Apr-2017

20-Sep-2017

6

Specified Process License (Mortar Plant Operation)

L-3-251(1)

12-Apr-2016

11-Apr-2021

Contract 3

1

Air pollution Control (Construction Dust) Regulation

Ref. No: 362101

17 Jul 2013

Till Contract ends

2

Chemical Waste Producer Registration

Waste Producers Number: No.:5113-634-C3817-01

 

7 Oct 2013

Till Contract ends

3

Water Pollution Control Ordinance - Discharge License

No.:WT00016832 ¡V 2013

28 Aug 13

31 Aug 2018

4

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7017914

2 Aug 13

Till Contract ends

5

Construction Noise Permit

GW-RN0561-16

16 Aug 2016

11 Feb 2017

GW-RN0580-16

25 Aug 2016

24 Feb 2017

GW-RN0581-16

25 Aug 2016

24 Feb 2017

GW-RN0596-16

17 Aug 2016

15 Feb 2017

GW-RN0619-16

22 Aug 2016

14 Feb 2017

GW-RN0646-16

10 Sep 2016

9 Mar 2017

GW-RN0653-16

11 Sep 2016

10 Mar 2017

GW-RN0654-16

15 Sep 2016

14 Mar 2017

GW-RN0720-16

4 Oct 2016

31 Mar 2017

GW-RN0729-16

5 Oct 2016

31 Mar 2017

GW-RN0756-16

18 Oct 2016

13 Apr 2017

GW-RN0759-16

5 Nov 2016

29 Apr 2017

GW-RN0816-16

13 Nov2016

27 Mar 2017

GW-RN0833-16

13 Nov2016

10 May 2017

GW-RN0836-16

15 Nov2016

31 Mar 2017

GW-RN0843-16

18 Nov2016

17 May 2017

GW-RN0870-16

30 Nov2016

13 May 2017

GW-RN0871-16

29 Nov2016

20 May 2017

GW-RN0872-16

29 Nov2016

20 May 2017

GW-RN0901-16

11 Dec 2016

4 Jun 2017

GW-RN0939-16

22 Dec 2016

21 Jun 2017

GW-RN0965-16

28 Dec 2016

13 Jun 2017

GW-RN0002-17

8 Jan 2017

4 Jun 2017

GW-RN0004-17

11 Jan 2017

18 Feb 2017

GW-RN0021-17

19 Jan 2017

8 Jul 2017

GW-RN0029-17

21 Jan 2017

8 Jul 2017

GW-RN0032-17

25 Feb 2017

10 Jul 2017

GW-RN0040-17

25 Jan 2017

24 Aug 2017

GW-RN0048-17

3 Feb 2017

16 Jun 2017

GW-RN0066-17

15 Feb 2017

15 Jul 2017

GW-RN0069-17

15 Feb 2017

14 Aug 2017

GW-RN0070-17

3 Feb 2017

15 Jul 2017

GW-RN0071-17

16 Feb 2017

15 Aug 2017

GW-RN0078-17

21 Feb 2017

21 Jun 2017

GW-RN0084-17

8 Feb 2017

15 Jul 2017

GW-RN0092-17

19 Feb 2017

20 Jul 2017

GW-RN0096-17

19 Feb 2017

10 Jul 2017

GW-RN0099-17

17 Feb 2017

12 Aug 2017

GW-RN0103-17

24 Feb 2017

31 Mar 2017

GW-RN0111-17

26 Feb 2017

30 Jul 2017

GW-RN0115-17

2 Mar 2017

26 Aug 2017

GW-RN0119-17

25 Feb 2017

31 Mar 2017

GW-RN0130-17

10 Mar 2017

9 Jun 2017

GW-RN0161-17

1 Apr 2017

30 Sep 2017

GW-RN0168-17

2 Apr 2017

25 Sep 2017

GW-RN0185-17

1 Apr 2017

30 Sep 2017

GW-RN0302-17

30 Apr 2017

29 Oct 2017

GW-RN0203-17

11 May 2017

10 Oct 2017

GW-RN0204-17

30 Mar 2017

29 Sep 2017

GW-RN0205-17            

30 Apr 2017

30 Jul 2017

GW-RN0213-17

6 Apr 2017

9 Sep 2017

GW-RN0219-17

31 Mar 201

30 Sep 2017

GW-RN0235-17

11 Apr 2017

7 Oct 2017

GW-RN0236-17

10 Apr 2017

16 Sep 2017

 Contract 5

1

Air pollution Control (Construction Dust) Regulation

Ref. No: 359338

 

13 May 2013

Till the end of Contract

2

Chemical Waste Producer Registration

Waste Producers Number No.: 5213-642-S3735-01

8 Jun 2013

Till the end of Contract

3

Water Pollution Control Ordinance - Discharge License

No.: W5/1G44/1

8 Jun 13

30 Jun 2018

4

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7017351

29 Apr 13

Till the end of Contract

Contract 6

1

Air pollution Control (Construction Dust) Regulation

Ref. No: 390614

29 Jun 2015

Till the end of Contract

2

Chemical Waste Producer Registration

Waste Producers Number No.: 5213-652-C3969-01

31 Aug 2015

Till the end of Contract

3

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7022707

9 Jul 2015

Till the end of Contract

4

Water Pollution Control Ordinance - Discharge License

No.:WT00024574-2016

31 May 2016

31 May 2021

No.:WT00024576-2016

31 May 2016

31 May 2021

No.:WT00024742-2016

14 June 2016

30 June 2021

No.:WT00024746-2016

14 June 2016

30 June 2021

5

Construction Noise Permit

GW-RN0937-16

3 Jan 2017

31 Mar 2017

GW-RW0003-17

16 Jan 20217

15 Jul 2017

GW-RW0005-17

1 Apr 2017

30 Jun 2017

GW-RW0062-17

27 Jan 2017

26 Apr 2017

GW-RW0090-17

15 Feb 2017

14 Aug 2017

GW-RW0126-17

3 Mar 2017

27 Aug 2017

GW-RW0230-17

7 Apr 2017

27 May 2017

GW-RN0251-17

17 Apr 2017

12 Oct 2017

Contract SS C505

1

Air pollution Control (Construction Dust) Regulation

Ref. No: 390974

13 Jul 2015

Till the end of Contract

2

Chemical Waste Producer Registration

Waste Producer No.: 5213-642-L1048-07

16 Sep 2015

Till the end of Contract

3

Water Pollution Control Ordinance - Discharge License

No.: WT00024865-2016

8 Jul 2016

30 Nov 2020

4

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7022831

23 Jul 2015

Till the end of Contract

5

Construction Noise Permit

GW-RN0803-16

5 Nov 2016

4 May 2017

GW-RN0065-17

7 Feb 2017

6 Aug 2017

GW-RN0290-17

5 May 2017

4 Nov 20017

Contract 7

1

Air pollution Control (Construction Dust) Regulation

Ref. No: 397015

21 Dec 2015

Till the end of Contract

2

Chemical Waste Producer Registration

Waste Producer No.: 5214-641-K3202-01

24 Mar 2016

Till the end of Contract

3

Water Pollution Control Ordinance - Discharge License

No.: WT00024422-2016

10 May 2016

31 May 2021

4

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7024129

21 Jan 2016

Till the end of Contract

5

Construction Noise Permit

GW-RN0799-16

5 Nov 2016

4 May 2017

                                  Contract 4

1

Air pollution Control (Construction Dust) Regulation

Ref. No. 405353

22 July 2016

Till the end of Contract

2

Waste Disposal Regulation - Billing Account for Disposal of Construction Waste

Account No. 7024973

13 May 2016

Till the end of Contract

 


 

3        Project Organization and Construction progress

3.1  General

3.1.1        The Environmental Monitoring and Audit requirements are set out in the Approved EM&A manual. Environmental issues such as air quality, construction noise and water quality were identified as the key issues during the construction phase of the Project.

 

3.1.2        A summary of construction phase EM&A requirements are presented in the sub-sections below.

 

3.2  Monitoring Parameters

3.2.1        The EM&A program of construction phase monitoring shall cover the following environmental issues:

            Air quality;

            Construction noise; and

            Water quality

3.2.2        A summary of the monitoring parameters is presented in Table 3-1.

Table 3-1             Summary of EM&A Requirements

Environmental Issue

Parameters

Air Quality

Ÿ  1-hour TSP by Real-Time Portable Dust Meter; and

Ÿ  24-hour TSP by High Volume Air Sampler.

Noise

Ÿ  Leq(30min) in normal working days (Monday to Saturday) 07:00-19:00 except public holiday; and

Ÿ  3 sets of consecutive Leq(5min) on restricted hours i.e. 19:00 to 07:00 next day, and whole day of public holiday or Sunday

Ÿ  Supplementary information for data auditing, statistical results such as L10 and L90 shall also be obtained for reference.

Water Quality

In-situ Measurements

Ÿ  Dissolved Oxygen Concentration (mg/L);

Ÿ  Dissolved Oxygen Saturation (% );

Ÿ  Turbidity (NTU);

Ÿ  pH unit;

Ÿ  Water depth (m); and

Ÿ  Temperature (¢J).

Laboratory Analysis

Ÿ  Suspended Solids (mg/L)

 

3.3  Monitoring Locations

3.3.1        The designated monitoring locations as recommended in the EM&A Manual are shown in Appendix C.  As the access to some of the designated monitoring locations was questionable due to safety reason or denied by the landlords, alternative locations therefore have had proposed. The proposed alternative monitoring locations has updated in the revised EM&A Programme which verified by IEC and certified by ET Leader prior submitted to EPD on 10 July 2013.  Table 3-2, Table 3-3 and Table 3-4 are respectively listed the air quality, construction noise and water quality monitoring locations for the Project and a map showing these monitoring stations is presented in Appendix D.

Table 3-2             Impact Monitoring Stations - Air Quality

Station ID

Description

Works Area

Related to the Work Contract

AM1b^

Open area at Tsung Yuen Ha Village

BCP

SS C505

Contract 7

AM2

Village House near Lin Ma Hang Road

LMH to Frontier Closed Area

Contract 6

AM3

Ta Kwu Ling Fire Service Station of Ta Kwu Ling Village.

LMH to Frontier Closed Area

Contract 6

AM4b^

House no. 10B1 Nga Yiu Ha Village

LMH to Frontier Closed Area

Contract 6

AM5a^

Ping Yeung Village House

Ping Yeung to Wo Keng Shan

Contract 6

AM6

Wo Keng Shan Village House

Ping Yeung to Wo Keng Shan

Contract 6

AM7b@

Loi Tung Village House

Sha Tau Kok Road

Contract 2

Contract 6

AM8

Po Kat Tsai Village No. 4

Po Kat Tsai

Contract 2

AM9b#

Nam Wa Po Village House No. 80

Fanling

Contract 3

# Proposal for the change of air quality monitoring location from AM9a to AM9b was submitted to EPD on 4 Nov 2013 after verified by the IEC and it was approved by EPD (EPD¡¦s ref.: (15) in EP 2/N7/A/52 Pt.10 dated 8 Nov 2013).

* Proposal for the change of air quality monitoring location from AM1to AM1a was submitted to EPD on 24 March 2014 after verified by the IEC. It was approved by EPD (EPD¡¦s ref.: (6) in EP 2/N7/A/52 Pt.12 dated 9 Jun 2014).

@ Proposal for the change of air quality monitoring location from AM7a to AM7b was submitted to EPD on 4 June 2014 after verified by the IEC. It was approved by EPD (EPD¡¦s ref.: (7) in EP 2/N7/A/52 Pt.12 dated 9 Jun 2014).

^ Proposal for change of air quality monitoring locations was enclosed in the updated EM&A Programme which approval by EPD on 29 Mar 2016.

 

Table 3-3             Impact Monitoring Stations - Construction Noise

Station ID

Description

Works Area

Related to the Work Contract

NM1

Tsung Yuen Ha Village House No. 63

BCP

SS C505

Contract 7

NM2a#

Village House near Lin Ma Hang Road

Lin Ma Hang to Frontier Closed Area

Contract 6

NM3

Ping Yeung Village House (facade facing northeast)

Ping Yeung to Wo Keng Shan

Contract 6

NM4

Wo Keng Shan Village House

Ping Yeung to Wo Keng Shan

Contract 6

NM5

Village House, Loi Tung

Sha Tau Kok Road

Contract 2,

Contract 6

NM6

Tai Tong Wu Village House 2

Sha Tau Kok Road

Contract 2,

Contract 6

NM7

Po Kat Tsai Village

Po Kat Tsai

Contract 2

NM8

Village House, Tong Hang

Fanling

Contract 2

Contract 3

NM9

Village House, Kiu Tau Village

Fanling

Contract 3

NM10

Nam Wa Po Village House No. 80

Fanling

Contract 3

# Proposal for the change of construction noise monitoring location from NM2 to NM2a was verified by the IEC on 6 May 2016 and was effective on 9 May 2016.

 

Table 3-4             Impact Monitoring Stations - Water Quality

Station ID

Description

Coordinates of Designated / Alternative Location

Nature of the location

Related to the Work Contract

WM1

Downstream of Kong Yiu Channel

833 679

845 421

Alternative location located at upstream 51m of the designated location

SS C505

Contract 6

WM1- Control

Upstream of Kong Yiu Channel

834 185

845 917

NA

SS C505

Contract 6

WM2A

Downstream of River Ganges

834 204

844 471

Alternative location located at downstream 81m of the designated location

Contract 6

WM2A(a)*

Downstream of River Ganges

834 191

844 474

Alternative location located at upstream 70m of the designated location

Contract 6

WM2A- Controlx#

Upstream of River Ganges

835 377

844 188

Alternative location located at upstream 160m of the designated location

Contract 6

WM2B

Downstream of River Ganges

835 433

843 397

NA

Contract 6

WM2B- Control

Upstream of River Ganges

835 835

843 351

Alternative location located at downstream 31m of the designated location

Contract 6

WM3x#

Downstream of River Indus

836 206

842 270

Alternative location located at downstream 180m of the designated location

Contract 2

Contract 6

WM3- Control

Upstream of River Indus

836 763

842 400

Alternative location located at downstream 26m of the designated location

Contract 2#

Contract 6

WM4

Downstream of Ma Wat Channel

833 850

838 338

Alternative location located at upstream 11m of the designated location

Contract 2

Contract 3

WM4¡V Control A

Kau Lung Hang Stream

834 028

837 695

Alternative location located at downstream 28m of the designated location

Contract 2

Contract 3

WM4¡V Control B

Upstream of Ma Wat Channel

833760

837395

Alternative location located at upstream 15m of the designated location

Contract 2

Contract 3

Note: EPD has approved the revised EM&A Programme (Rev.7) which proposed that (1) if the measured water depth of the monitoring station is lower than 150 mm, alternative location based on the criteria were selected to perform water monitoring; and (2) If no suitable alternative location could be found within 15m far from the original location, the sampling at that location will be cancelled since sampling at too far from the designated location could not make a representative sample in accordance with the updated EM&A Programme (Rev. 07) (Section 4.1.4) (EPD ref.: ( ) in EP2/N7/A/52 Ax(1) Pt.20 dated 7 April 2017)

(*)  Proposal for the change of water monitoring location from WM2A to WM2A(a) was verified by the IEC and it was approved by EPD. (EPD¡¦s ref. (10) in EP 2/N7/A/52 Pt.19)

(#)  Proposal for the change of water quality monitoring location (EM3x and WM2A-Cx was included in the EM&A Programme Rev .05 which approved by EPD on 29 March 2016 (EPD ref.: (3) in EP2/N7/A/52 Ax(1) Pt.19)

 

3.4  Monitoring Frequency and Period

3.4.1        The requirements of impact monitoring are stipulated in Sections 2.1.6, 3.1.5 and 4.1.6 of the approved EM&A Manual and presented as follows.

 

Air Quality Monitoring

3.4.2        Frequency of impact air quality monitoring is as follows:

Ÿ   1-hour TSP

3 times every six days during course of works

Ÿ   24-hour TSP

Once every 6 days during course of works.

 

Noise Monitoring

3.4.3        One set of Leq(30min) as 6 consecutive Leq(5min) between 0700-1900 hours on normal weekdays and once every week during course of works.  If construction work necessary to carry out at other time periods, i.e. restricted time period (19:00 to 07:00 the next morning and whole day on public holidays) (hereinafter referred as ¡§the restricted hours¡¨), 3 consecutive Leq(5min) measurement will depended CNP requirements to undertake.  Supplementary information for data auditing, statistical results such as L10 and L90 shall also be obtained for reference.

 

Water Quality Monitoring

3.4.4        The water quality monitoring frequency shall be 3 days per week during course of works.  The interval between two sets of monitoring shall not be less than 36 hours.

 

3.5  Monitoring Equipment

Air Quality Monitoring

3.5.1        The 24-hour and 1-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.  If the ET proposes to use a direct reading dust meter to measure 1-hour TSP levels, it shall submit sufficient information to the IEC to approve.

 

3.5.2        The filter paper of 24-hour TSP measurement shall be determined by HOKLAS accredited laboratory.

 

3.5.3        All equipment to be used for air quality monitoring is listed in Table 3-5.

Table 3-5             Air Quality Monitoring Equipment

Equipment

Model

24-Hour TSP

High Volume Air Sampler

TISCH High Volume Air Sampler, HVS Model TE-5170

Calibration Kit

TISCH Model TE-5025A

1-Hour TSP

Portable Dust Meter

Sibata LD-3B Laser Dust monitor Particle Mass Profiler & Counter

 

Wind Data Monitoring Equipment

3.5.4        According to the approved EM&A Manual, wind data monitoring equipment shall also be provided and set up for logging wind speed and wind direction near the dust monitoring locations.  The equipment installation location shall be proposed by the ET and agreed with the IEC.  For installation and operation of wind data monitoring equipment, the following points shall be observed:

1)        The wind sensors should be installed 10 m above ground so that they are clear of obstructions or turbulence caused by buildings.

2)        The wind data should be captured by a data logger. The data shall be downloaded for analysis at least once a month.

3)        The wind data monitoring equipment should be re-calibrated at least once every six months.

4)        Wind direction should be divided into 16 sectors of 22.5 degrees each.

 

3.5.5        ET has liaised with the landlords of the successful granted HVS installation premises.  However, the owners rejected to provide premises for wind data monitoring equipment installation.

 

3.5.6        Under this situation, the ET proposed alternative methods to obtain representative wind data.  Meteorological information as extracted from ¡§the Hong Kong Observatory Ta Kwu Ling Station¡¨ is alternative method to obtain representative wind data.  For Ta Kwu Ling Station, it is located nearby the Project site.  Moreover, this station is located at 15m above mean sea level while its anemometer is located at 13m above the existing ground which in compliance with the general setting up requirement.  Furthermore, this station also can be to provide the humidity, rainfall, and air pressure and temperature etc. meteorological information.  In Hong Kong of a lot development projects, weather information extracted from Hong Kong Observatory is common alternative method if weather station installation not allowed.

 

Noise Monitoring

3.5.7        Sound level meter 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.  The sound level meter shall be checked using an acoustic calibrator. The wind speed shall be checked with a portable wind speed meter capable of measuring the wind speed in m s-1.

 

3.5.8        Noise monitoring equipment to be used for monitoring is listed in Table 3-6.

Table 3-6             Construction Noise Monitoring Equipment

Equipment

Model

Integrating Sound Level Meter

B&K Type 2238 or Rion NL-52

Calibrator

B&K Type 4231 or Rion NC-74

Portable Wind Speed Indicator

Testo Anemometer

 

3.5.9        Sound level meters listed above comply with the International Electrotechnical Commission Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications, as recommended in TM issued under the NCO.  The acoustic calibrator and sound level meter to be used in the impact monitoring will be calibrated yearly.

 

Water Quality Monitoring

3.5.10    DO and water temperature should be measured in-situ by a DO/temperature meter. The instrument should be portable and weatherproof using a DC power source. It should have a membrane electrode with automatic temperature compensation complete with a cable. The equipment should be capable of measuring:

            DO level in the range of 0-20 mg/l and 0-200% saturation; and

            temperature of between 0 and 45 degree Celsius.

3.5.11    A portable pH meter capable of measuring a range between 0.0 and 14.0 should be provided to measure pH under the specified conditions accordingly to the APHA Standard Methods.

 

3.5.12    The instrument should be portable and weatherproof using a DC power source. It should have a photoelectric sensor capable of measuring turbidity between 0-1000 NTU.

 

3.5.13    A portable, battery-operated echo sounder or tape measure will be used for the determination of water depth at each designated monitoring station as appropriate.

 

3.5.14    A water sampler e.g. Kahlsico Water Sampler, which is a transparent PVC cylinder with capacity not less than 2 litres, will be used for water sampling if water depth over than 0.5m.   For sampling from very shallow water depths e.g. <0.5 m, water sample collection will be directly from water surface below 100mm use sampling plastic bottle to avoid inclusion of bottom sediment or humus.  Moreover, Teflon/stainless steel bailer or self-made sampling buckets maybe used for water sampling.  The equipment used for sampling will be depended the sampling location and depth situations.

 

3.5.15    Water samples for laboratory measurement of SS will be collected in high density polythene bottles, packed in ice (cooled to 4 ºC without being frozen), and delivered to the laboratory in the same day as the samples were collected.

 

3.5.16    Analysis of suspended solids should be carried out in a HOKLAS or other accredited laboratory. Water samples of about 1L should be collected at the monitoring stations for carrying out the laboratory suspended solids determination.  The SS determination work should start within 24 hours after collection of the water samples. The SS analyses should follow the APHA Standard Methods 2540D with Limit of Reporting of 2 mg/L.

 

3.5.17    Water quality monitoring equipment used in the impact monitoring is listed in Table 3-7.  Suspended solids (SS) analysis is carried out by a local HOKLAS-accredited laboratory, namely ALS Technichem (HK) Pty Ltd.

 

Table 3-7             Water Quality Monitoring Equipment

Equipment

Model

Water Depth Detector

Eagle Sonar or tape measures

Water Sampler

A 2-litre transparent PVC cylinder with latex cups at both ends or teflon/stainless steel bailer or self-made sampling bucket

Thermometer & DO meter

YSI PRO20 Handheld Dissolved Oxygen Instrument / YSI 550A Multifunctional Meter

pH meter

AZ8685 pH pen-style meter

Turbidimeter

Hach 2100Q

Sample Container

High density polythene bottles (provided by laboratory)

Storage Container

¡¥Willow¡¦ 33-liter plastic cool box with Ice pad

 

3.6  Monitoring Methodology

1-hour TSP Monitoring

3.6.1        The 1-hour TSP monitor was a brand named ¡§Sibata LD-3B Laser Dust monitor Particle Mass Profiler & Counter¡¨ which is a portable, battery-operated laser photometer.  The 1-hour TSP meter provides a real time 1-hour TSP measurement based on 90o light scattering.  The 1-hour TSP monitor consists of the following:

(a.)         A pump to draw sample aerosol through the optic chamber where TSP is measured;

(b.)        A sheath air system to isolate the aerosol in the chamber to keep the optics clean for maximum reliability; and

(c.)         A built-in data logger compatible with Windows based program to facilitate data collection, analysis and reporting.

 

3.6.2        The 1-hour TSP meter is used within the valid period as follow manufacturer¡¦s Operation and Service Manual.

 

24-hour TSP Monitoring

3.6.3        The equipment used for 24-hour TSP measurement is Tisch Environmental, Inc. Model TE-5170 TSP high volume air sampling system, which complied with EPA Code of Federal Regulation, Appendix B to Part 50. The High Volume Air Sampler (HVS) consists of the following:

(a.)         An anodized aluminum shelter;

(b.)        A 8¡¨x10¡¨ stainless steel filter holder;

(c.)         A blower motor assembly;         

(d.)        A continuous flow/pressure recorder;

(e.)         A motor speed-voltage control/elapsed time indicator;

(f.)         A 7-day mechanical timer, and

(g.)         A power supply of 220v/50 Hz

 

3.6.4        The HVS is operated and calibrated on a regular basis in accordance with the manufacturer¡¦s instruction using Tisch Calibration Kit Model TE-5025A.  Calibration would carry out in two month interval.

 

3.6.5        24-hour TSP is collected by the ET on filters of HVS and quantified by a local HOKLAS accredited laboratory, ALS Technichem (HK) Pty Ltd (ALS), upon receipt of the samples.  The ET keep all the sampled 24-hour TSP filters in normal air conditioned room conditions, i.e. 70% RH (Relative Humidity) and 25oC, for six months prior to disposal.

 

Noise Monitoring

3.6.6        Noise measurements were taken in terms of the A-weighted equivalent sound pressure level (Leq) measured in decibels dB(A). Supplementary statistical results (L10 and L90) were also obtained for reference.

 

3.6.7        During the monitoring, all noise measurements were performed with the meter set to FAST response and on the A-weighted equivalent continuous sound pressure level (Leq).  Leq(30min) in six consecutive Leq(5min) measurements were used as the monitoring parameter for the time period between 0700-1900 hours on weekdays; and also Leq(15min) in three consecutive Leq(5min) measurements is used as monitoring parameter for other time periods (e.g. during restricted hours), if necessary.

 

3.6.8        Prior of noise measurement, the accuracy of the sound level meter is checked using an acoustic calibrator generating a known sound pressure level at a known frequency.  The checking was performed before and after the noise measurement.

 

Water Quality

3.6.9        Water quality monitoring is conducted at the designated locations. The sampling produce with the in-situ monitoring are presented as below:

 

Sampling Procedure

3.6.10    A Digital Global Positioning System (GPS) is used to identify the designated monitoring stations prior to water sampling.  A portable, battery-operated echo sounder is used for the determination of water depth at each station.  At each station, water sample would be collected from 0.1m below water surface or the water surface to prevent the river bed sediment for stirring.

 

3.6.11    The sample container will be rinsed with a portion of the water sample.  The water sample then will be transferred to the high-density polythene bottles as provided by the laboratory, labeled with a unique sample number and sealed with a screw cap.

 

3.6.12    Before sampling, general information such as the date and time of sampling, weather condition as well as the personnel responsible for the monitoring would be recorded on the field data sheet.

 

3.6.13    A ¡¥Willow¡¦ 33-liter plastic cool box packed with ice will be used to preserve the water samples prior to arrival at the laboratory for chemical determination.  The water temperature of the cool box is maintained at a temperature as close to 40C as possible without being frozen.  Samples collected are delivered to the laboratory upon collection.

 

In-situ Measurement

3.6.14    Instrument including YSI PRO20 Handheld Dissolved Oxygen Instrument or YSI 550A Multifunctional Meter is used for water in-situ measures, which automates the measurements and data logging of temperature, dissolved oxygen and dissolved oxygen saturation.  Before each round of monitoring, the dissolved oxygen probe would be calibrated by the wet bulb method.

 

3.6.15    A portable AZ8685 pH pen-style meter is used for in-situ pH measurement.  The pH meter is capable of measuring pH in the range of 0 ¡V 14 and readable to 0.1.

 

3.6.16    A portable Hach 2100Q Turbidimeter is used for in-situ turbidity measurement. The turbidity meter is capable of measuring turbidity in the range of 0 ¡V 1000 NTU.  StablCal® Standards of known NTU are used for calibration of the instrument before and after measurement.

 

3.6.17    All in-situ measurement equipment are calibrated by HOKLAS accredited laboratory of three month interval.

 

Laboratory Analysis

3.6.18    All water samples are analyzed with Suspended Solids (SS) as specified in the EM&A Manual by a local HOKLAS-accredited testing laboratory (ALS Technichem (HK) Pty Ltd HOKLAS registration no. 66).  SS analysis is determined by the laboratory upon receipt of the water samples using APHA Standard Methods 2540D (namely ALS Method EA-025 as accredited HOKLAS Scheme) started within 48 hours of water sample receipt.

 

3.7  Equipment Calibration

3.7.1        Calibration of the HVS is performed upon installation and thereafter at bimonthly intervals in accordance with the manufacturer¡¦s instruction using the certified standard calibrator (TISCH Model TE-5025A).  Moreover, the Calibration Kit would be calibrated annually. The calibration data are properly documented and the records are maintained by ET for future reference.

 

3.7.2        The 1-hour TSP meter was calibrated by the supplier prior to purchase.  Zero response of the equipment would be checked before and after each monitoring event.  Annually calibration with the High Volume Sampler (HVS) in same condition would be undertaken by the Laboratory.

 

3.7.3        The sound level meter and calibrator are calibrated and certified by a laboratory accredited under HOKLAS or any other international accreditation scheme at yearly basis.

 

3.7.4        All water quality monitoring equipment is calibrated by HOKLAS accredited laboratory of three month intervals.

 

3.7.5        The calibration certificates of all monitoring equipment used for the impact monitoring program in the Reporting Period and the HOKLAS accredited certificate of laboratory are presented in the relevant monthly EM&A reports.  

 

3.8  Derivation of Action/Limit (A/L) Levels

3.8.1        The baseline results form the basis for determining the environmental acceptance criteria for the impact monitoring.  According to the approved Environmental Monitoring and Audit Manual, the air quality, construction noise and water quality criteria were set up, namely Action and Limit levels are listed in Tables 3-8, 3-9 and 3-10.

Table 3-8             Action and Limit Levels for Air Quality Monitoring

Monitoring Station

Action Level (mg /m3)

Limit Level (mg/m3)

1-hour TSP

24-hour TSP

1-hour TSP

24-hour TSP

AM1b

265

143

500

260

AM2

268

149

AM3

269

145

AM4b

267

148

AM5a

268

143

AM6

269

148

AM7b

275

156

AM8

269

144

AM9b

271

151

 

Table 3-9             Action and Limit Levels for Construction Noise

Monitoring Location

Action Level

Limit Level in dB(A)

Time Period: 0700-1900 hours on normal weekdays

NM1, NM2a, NM3, NM4, NM5, NM6, NM7, NM8, NM9, NM10

When one or more documented complaints are received

75 dB(A)Note 1 & Note 2

Note 1:      Acceptable Noise Levels for school should be reduced to 70 dB(A) and 65 dB(A) during examination period

Note 2:      If works are to be carried out during restricted hours, the conditions stipulated in the construction noise permit issued by the NCA have to be followed.

Table 3-10           Action and Limit Levels for Water Quality

Parameter

Performance criteria

Monitoring Location

WM1

WM2A(a)

WM2B

WM3x

WM4

DO (mg/L)

Action Level

(*)4.23

(**)4.00

(*)4.74

(**)4.00

(*)4.14

Limit Level

(#)4.19

(**)4.00

(#)4.60

(**)4.00

(#)4.08

Turbidity (NTU)

Action Level

51.3

24.9

11.4

13.4

35.2

AND  120% of upstream control station of the same day

Limit Level

67.6

33.8

12.3

14.0

38.4

AND  130% of upstream control station of the same day

SS (mg/L)

Action Level

54.5

14.6

11.8

12.6

39.4

AND  120% of upstream control station of the same day

Limit Level

64.9

17.3

12.4

12.9

45.5

AND  130% of upstream control station of the same day

Remarks:

(*)      The Proposed Action Level of Dissolved Oxygen is adopted to be used 5%-ile of baseline data

(**)  The Proposed Action & Limit Level of Dissolved Oxygen is used 4mg/L

(#)     The Proposed Limit Level of Dissolved Oxygen is adopted to be used 1%-ile of baseline data

 

3.8.2        Should non-compliance of the environmental quality criteria occurs, remedial actions will be triggered according to the Event and Action Plan which presented in Appendix E.

 

3.9  Data Management and Data QA/QC Control

3.9.1        All monitoring data will be handled by the ET¡¦s in-house data recording and management system.  The monitoring data recorded in the equipment will be downloaded directly from the equipment at the end of each monitoring day.  The downloaded monitoring data will input into a computerized database properly maintained by the ET.  The laboratory results will be input directly into the computerized database and checked by personnel other than those who input the data.

 

3.9.2        For monitoring parameters that require laboratory analysis, the local laboratory shall follow the QA/QC requirements as set out under the HOKLAS scheme for the relevant laboratory tests.


4        Air Quality Monitoring

4.1              General

4.1.1        In the Reporting Period, construction works under the project have been commenced in Contracts 2, 3, 6, 7 and Contract SS C505 and air quality monitoring was performed at all designated locations.

 

4.2              Summary of Monitoring Results

4.2.1        Summary of air quality monitoring results during the Reporting Period are tabulated in Table 4-1.  The relevant graphical plots throughout the Reporting Period are presented in Appendix F.

Table 4-1            Summary of Air Quality Monitoring Results

Monitoring Location

1-hour TSP (µg/m3)

24-hour TSP (µg/m3)

Max

Min

Mean

Max

Min

Mean

AM1b

147

39

81

131

47

85

Record Date

6-Apr-17

1-Feb-17

48 events

30-Mar-17

1-Feb-17

16 events

AM2

160

49

85

199

51

120

Record Date

6-Apr-17

1-Feb-17

48 events

1-Mar-17

1-Feb-17

16 events

AM3

147

57

89

185

22

105

Record Date

18-Apr-17

31-Mar-17

48 events

1-Mar-17

18-Mar-17

16 events

AM4b

167

47

98

106

40

64

Record Date

27-Mar-17

15-Mar-17

48 events

2-Mar-17

24-Feb-17

16 events

AM5a

166

52

99

124

35

73

Record Date

27-Mar-17

15-Mar-17

48 events

2-Mar-17

31-Mar-17

16 events

AM6

163

51

100

226

33

125

Record Date

27-Mar-17

14-Feb-17

48 events

2-Mar-17

18-Feb-17

16 events

AM7b

151

62

98

135

30

82

Record Date

27-Mar-17

15-Mar-17

48 events

18-Feb-17

2-Mar-17

16 events

AM8

153

60

93

107

39

63

Record Date

27-Mar-17

15-Mar-17

48 events

12-Apr-17

31-Mar-17

16 events

AM9b

144

43

82

109

33

56

Record Date

8-Mar-17

2-Mar-17

48 events

1-Mar-17

1-Feb-17

16 events

 

4.2.2        Breaches of air quality A/L levels and statistical analysis of compliance for the air quality monitoring results are summarized in Table 4-2.

Table 4-2             Summaries of Breaches of Air Quality A/L Levels

Location

Exceedance

1-hour TSP

24- hour TSP

Total

AM1

Action Level

0

0

0

Limit Level

0

0

0

AM2

Action Level

0

1

1

Limit Level

0

0

0

AM3

Action Level

0

1

1

Limit Level

0

0

0

AM4a

Action Level

0

0

0

Limit Level

0

0

0

AM5a

Action Level

0

0

0

Limit Level

0

0

0

AM6

Action Level

0

1

1

Limit Level

0

0

0

AM7b

Action Level

0

0

0

Limit Level

0

0

0

AM8

Action Level

0

0

0

Limit Level

0

0

0

AM9b

Action Level

0

3

3

Limit Level

0

0

0

 

4.2.3        In the Reporting Period, all the 1-hour TSP monitoring results were below the Action/Limit Levels.  For 24-hour TSP, there were three (3) Action Level exceedances which recorded at AM2, AM3 and AM6 in March 2017.  Notifications of Exceedances (NOE) were issued to all relevant parties upon confirmation of the monitoring result.  Investigation report for cause of exceedance was conducted by ET and investigation results revealed that all the exceedances were not project related.  

 

4.2.4        The summary of weather conditions during the Reporting Period is presented in Appendix G.

 


 

5        Construction Noise Monitoring

5.1              General

5.1.1        In the Reporting Period, construction works under the project have been commenced in Contracts 2, 3, 6, 7 and Contract SS C505 and noise monitoring was performed at all designated locations.

 

5.2              Summary of Monitoring Results

5.2.1        The sound level meter was set in 1m from the exterior of the building façade including noise monitoring locations NM1, NM2, NM3, NM4, NM5, NM6, NM7, NM8 and NM9. No façade correction (+3 dB(A) is added according to acoustical principles and EPD guidelines.  However, free-field status is performed at NM2a and NM10 and façade correction (+3 dB(A) has added according to the requirement.

 

5.2.2        Summary of noise monitoring results during the Reporting Period are tabulated in Table 5-1.  The relevant graphical plots throughout the Reporting Period are presented in Appendix F.

Table 5-1            Summary of Construction Noise Monitoring Results

Monitoring Location

Leq, 30min (dB((A))

Max

Min

NM1

62

53

Record Date

13-Feb-17

1-Feb-17

NM2a(*)

75

65

Record Date

6-Apr-17

24-Feb-17

NM3

64

56

Record Date

25-Apr-17

2-Feb-17

NM4

65

60

Record Date

25-Apr-17

27-Mar-17

NM5

64

53

Record Date

21-Mar-17

14 & 20 Feb-17

3 & 9 Mar-17

13, 19 & 25-Apr 17

NM6

62

58

Record Date

21-Mar-17

2 & 8 Feb-17

9 & 15 Mar-17

7-Apr-17

NM7

65

55

Record Date

8-Feb-17

25-Apr-17

14 & 20 Feb-17

9-Mar-17

19-Apr 17

NM8

61

56

Record Date

13-Feb-17

24-Apr-17

10-Apr-17

NM9

67

62

Record Date

24-Feb-17

6 & 18 Apr-17

NM10(*)

68

62

Record Date

7-Feb-17

6-Apr-17

(*)         façade correction (+3 dB(A) is added according to acoustical principles and EPD guidelines

 

5.2.3        Breaches of construction noise A/L levels and statistical analysis of compliance for construction noise monitoring results are summarized in Table 5-2.

Table 5-2             Summaries of Breaches of Construction Noise A/L Levels

Station

Limit Level

Action Level

Received Date

NM1

0

0

N/A

NM2a

0

NM3

0

NM4

0

NM5

0

NM6

0

NM7

0

NM8

0

NM9

0

NM10

0

 

5.2.4        In this Reporting Period, the noise level measured at all designated monitoring locations were below 75dB(A).  No Action level and Limit Level exceedance was triggered and no corrective action was required.

 

5.3              Noise Monitoring Results (Restricted Hours)

5.3.1        In the Reporting Period, CNPs were granted by Contracts 2, 3, 6, 7 and SS C505 for use of Powered Mechanical Equipment (PME) during restricted hour.  As confirmed by both Contractors with their works schedules, construction works would be conducted at Contracts 2, 3, 6 and 7 during restricted hours with the granted CNP.  Noise monitoring was therefore conducted at the relevant noise monitoring locations during respective restricted hour periods. 

 

5.3.2        Based on the works schedule by the Contractor of Contracts 2, 3, 6, 7 and SS C505 the involved noise monitoring locations included NM1, NM4, NM5, NM7, NM8, NM9 and NM10.  Summary of noise monitoring results during the Reporting Period are tabulated in Table 5-3.  The relevant graphical plots throughout the Reporting Period are presented in Appendix F.

Table 5-3         Summary of Construction Noise Monitoring Results for Restricted Hours

Monitoring Location

Evening (Leq5min), dB(A)

Night time Leq (Leq5min), dB(A)

Max

Min

Max

Min

NM5

59

45

54

44

Record Date

10-Mar-17

17-Mar-17

10-Mar-17

17-Mar-17

7-Apr-17

NM7

66

44

59

42

Record Date

31-Mar-17

3-Feb-17

31-Mar-17

3-Mar-17

NM8

62

55

60

56

Record Date

24-Mar-17

3-Mar-17

17-Feb-17

7-Apr-17

10-Feb-17

3-Mar-17

NM9

71

71

67

59

Record Date

10-Mar-17

10-Mar-17

31-Mar-17

3-Feb-17

3 & 10 Mar-17

NM10(*)

57

57

61

56

Record Date

10-Mar-17

10-Mar-17

17-Mar-17

4 & 11 Feb-17

NM1

58

40

NA

NA

Record Date

10-Mar-17

24-Mar-17

NA

NA

NM4

59

42

NA

NA

Record Date

17-Feb-17

23-Feb-17

NA

NA

Remarks:   If works are to be carried out during restricted hours, the conditions stipulated in the construction noise permit issued by the NCA have to be followed.

(*)       façade correction (+3 dB(A) is added according to acoustical principles and EPD guidelines

 

5.3.3        According to the site records by the monitoring team, no construction noise from the construction was noted during the course of monitoring at all locations.  On the other hand, traffic noise was dominated at NM8 and NM9 since the monitoring locations were closed to the train tracks and very serious dogs barking were recorded at NM10.  Therefore, it is considered that the measurement results were likely to be the background noise.

 

5.3.4        In the Reporting Period, EPD has approved the revised EM&A Programme (Rev.7) which included the proposal for not necessary to perform noise measurement during restricted hours periods.  Therefore, noise measurement during restricted hours periods will be ceased on 7 April 2017 in accordance with the updated EM&A Programme (Rev. 07) (Section 3.1.5) (EPD ref.: ( ) in EP2/N7/A/52 Ax(1) Pt.20 dated 7 April 2017)

 


 

6        Water Quality Monitoring

6.1              General

6.1.1        In the Reporting Period, construction works under the project has been commenced in Contracts 2, 3, 6, 7 and Contract SS C505 and water quality monitoring was performed at all designated locations.

 

6.2              Summary of Monitoring Results

6.2.1        Summary of monitoring results during the Reporting Period are tabulated in Tables 6-1 and 6-4.  The relevant graphical plots throughout the Reporting Period are presented in Appendix F. 

 

6.2.2        In accordance with ¡§Event and Action Plan¡¨, the water quality monitoring frequency shall be increased to daily when exceedance recorded at the exceeded monitoring location.  In the Reporting Period, 38 days of scheduled water monitoring were conducted.  Moreover, 4, 5, 4 and 1days of extra water sampling were conducted for WM1, WM2A(a) WM3 and WM4 and all its control station.

 

Table 6-1   Summary of the Water Quality Monitoring Results ¡V Contracts SS C505 and 6

Statistics

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

WM1

WM1- Control

WM1

WM1- Control

WM1

WM1- Control

Min

4.9

3.7

6.3

3.6

3.0

2.5

Max

15.0

9.5

792.5

911.5

569.0

421.5

Average

7.5

6.6

127.7

107.5

84.8

85.1

 

Table 6-2             Summary of the Water Quality Monitoring Results ¡V Contracts 2 & 3

Statistics

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

WM4

WM4 - CA

WM4 - CB

WM4

WM4 - CA

WM4 - CB

WM4

WM4 - CA

WM4 - CB

Min

5.8

6.5

3.7

7.8

2.2

5.1

5.5

<2

6.0

Max

9.9

47.3

9.1

279.0

37.2

104.0

209.0

29.5

95.0

Average

7.3

9.3

6.1

29.8

10.1

19.7

24.5

7.7

18.7

 

Table 6-3             Summary of the Water Quality Monitoring Results ¡V Contract 6

Statistics

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

WM2A(a)

WM2A-C

WM2B

WM2B-C

WM2A(a)

WM2A-C

WM2B

WM2B-C

WM2A(a)

WM2A-C

WM2B

WM2B-C

Min

6.0

5.3

7.2

6.2

8.5

7.9

3.4

1.7

<2

<2

3.0

<2

Max

10.5

10.7

11.3

10.8

169.0

811.0

409.0

962.5

219.5

452.5

232.0

425.0

Average

7.6

7.4

8.3

8.6

29.8

36.4

22.5

36.6

25.9

21.9

15.6

31.3

Remark: Since 10 Apr 2017, water sampling was unable to carry out at WM2B and WM2B-C due to shallow water (water depth under 150mm)

 

Table 6-4             Summary of the Water Quality Monitoring Results ¡V Contracts 2 & 6

Statistics

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

WM3

WM3- Control

WM3

WM3- Control

WM3

WM3- Control

Min

6.3

5.0

3.6

2.3

3.0

<2

Max

10.6

38.9

68.8

116.0

850.5

1590.0

Average

7.9

8.3

15.7

12.7

35.2

65.0

 

6.2.3        Breaches of water quality A/L levels and statistical analysis of compliance for the water quality monitoring results are summarized in Tables 6-5.

Table 6-5             Summaries of Breaches of the Existing Water Quality A/L Levels

Reporting Period

No. of sampling day

Location

DO (mg/L)

Turbidity (NTU)

SS (mg/L)

Action

Limit

Action

Limit

Action

Limit

Feb-17

13

WM1

0

0

0

1

0

1

14

WM2A(a)

0

0

0

2

0

7

12

WM2B

0

0

0

0

0

0

13

WM3x

0

0

0

1

0

1

12

WM4

0

0

0

0

0

0

Mar-17

14

WM1

0

0

0

1

0

1

14

WM2A(a)

0

0

0

0

0

4

14

WM2B

0

0

0

0

0

0

14

WM3x

0

0

0

1

0

1

14

WM4

0

0

0

0

0

0

Apr-17

15

WM1

0

0

0

3

0

3

15

WM2A(a)

0

0

0

3

0

5

12

WM2B

0

0

0

0

0

0

15

WM3x

0

0

0

3

0

3

13

WM4

0

0

0

1

0

1

Total

42

WM1

0

0

0

5

0

5

43

WM2A(a)

0

0

0

5

0

16

38

WM2B

0

0

0

0

0

0

42

WM3x

0

0

0

5

0

5

38

WM4

0

0

0

1

0

1

Sum

0

0

0

16

0

27

 

6.2.4        In the Reporting Period, a total of 43 Limit Level (LL) exceedances namely 16 LL exceedances of turbidity and 27 LL exceedances of SS were recorded.  NOEs were issued to relevant parties upon confirmation of the results.  

 

6.2.5        Investigation reports for the exceedance were conducted by the ET and the investigation results revealed that all exceedances were not related to the works under the project.  The detailed investigation reports are summarized in Table 6-6 and presented in the relevant monthly EM&A reports.

Table 6-6         Summary of Water Quality Exceedance in the Reporting Period

Date of Exceedance

Location

Exceeded Parameter

Cause of Water Quality Exceedance In Brief

2 & 7 Feb 2017

WM2A(a)

SS

Investigation report revealed that the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  Moreover, there were no rain recorded on the exceedance days and muddy runoff from the site was unlikely to occur.  It is considered that the exceedances on 2 and 7 February 2017 were due to the stirred up loose sediment of the river bed during sampling and not caused by the works under the Contract 6.

17 & 18 Feb 2017

WM2A(a)

NTU & SS

Investigation report revealed that the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  Moreover, there were no rain recorded on the exceedance days and muddy runoff from the site was unlikely to occur.  It is considered that the exceedances on 2 and 7 February 2017 were due to the stirred up loose sediment of the river bed during sampling and not caused by the works under the Contract 6.

13 Feb 2017

WM3x

NTU & SS

Investigation report revealed that the water quality at WM3x was occasionally affected by the turbid water from the outfall from adjacent village as well as the runoff water from road washing at Sha Tak Kok Road. During site inspection in February 2017, it was observed that wastewater treatment facilities were maintained properly at both works area and no adverse water quality impact and muddy discharge was observed.  It is concluded that the exceedances were unlikely caused by the works under Contracts 2 and 6.

24, 25 & 27 Feb 2017

WM2A(a)

NTU & SS

Investigation report revealed that muddy water was observed at upper steam near WM2A-C on 22 February 2017 which deteriorating the water quality throughout the river course.  The source of muddy water was outside the site boundary and not related to works of Contact 6.  It is considered the water quality at WM2A(a) on 24 February 2017 was affected by muddy water from upper upstream observed at previous days.

For exceedances on 25 and 27 February 2017, it is considered that the exceedances on were due to the stirred up loose sediment of the river bed during sampling and not caused by the works under the Contract 6.

24 February 2017

WM1

NTU & SS

Investigation report revealed that the exceedances were likely related to the residual impact of the rain in previous day and not due to the works under the Contract 6 and Contract SS C505. 

11 March 2017

WM2A(a)

SS

Investigation report revealed that the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  Moreover, there were no rain recorded on the exceedance days and muddy runoff from the site was unlikely to occur.  It is considered that the exceedance on 11 March 2017 was due to the stirred up loose sediment of the river bed during sampling and not caused by the works under the Contract 6.

21, 23 and 25 March 2017

WM2A(a)

SS

Investigation report revealed that the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  Moreover, there were no rain recorded on the exceedance days and muddy runoff from the site was unlikely to occur.  It is considered that the exceedances were due to the stirred up loose sediment of the river bed during sampling and not caused by the works under the Contract 6.

11 March 2017

WM2A(a)

SS

Investigation report revealed that the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  Moreover, there were no rain recorded on the exceedance days and muddy runoff from the site was unlikely to occur.  It is considered that the exceedance on 11 March 2017 was due to the stirred up loose sediment of the river bed during sampling and not caused by the works under the Contract 6.

31 March 2017

WM1

NTU & SS

Investigation report revealed that exceedances were likely related to the impact of rain and not due to works under both Contract 6 and Contract SS C505,

31 March 2017

WM3

NTU & SS

Investigation report revealed that exceedances were likely related to the impact of rain and storm water from road surface of Sha Tau Kok Road and not likely caused by works under Contract 2 and Contract 6.

8, 10 and 14 April 2017

WM2A(a)

NTU & SS

Investigation report revealed that the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  Moreover, there were no rain recorded on the exceedance days and muddy runoff from the site was unlikely to occur. It is considered that the exceedances on 8, 10 and 14 April 2017 were due to natural variation and not caused by the works under the Contract.

12, 13 and 14 April 2017

WM3x

NTU & SS

Investigation report revealed that exceedances were likely related to the impact of rain and storm water from road surface of Sha Tau Kok Road and not likely caused by works under Contract 2 and Contract 6.

22, 25 and 26 April 2017

WM1

NTU & SS

It was observed that large amount of rubbish was cumulated near at the water gate near WM1 and the muddy water generated under rain was stagnant and could not flow to downstream.  Investigation report revealed that exceedances were related to the impact of rain and not due to works under both Contract 6 and Contract SS C505.

22 April 2017

WM4

NTU & SS

It rained on 22 April 2017 and the water quality throughout the river channel was deteriorated due to the stirred up sediment under rain. Moreover, turbid water was flowing from upstream of the project site was observed.  In our investigation, the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed. It is considered that exceedances were unlikely related to the works under the Contract 2 and Contract 3.

22 and 26 April 2017

WM2A(a)

NTU & SS

There were successive rainy days on 20 to 27 April 2017. The water quality in the river course was therefore deteriorated due to rain and stir up sediment at the river bed. Moreover, soil erosion from the existing vegetation slope and surrounding environmental may be occurred which influencing the water quality of river course.  In our investigation, the implementation of water mitigation measures on site was in order and no adverse water quality impact was observed.  It is considered that the exceedances on 22 and 26 April 2017 were due to residual impact of rain and not caused by the works under the Contract.

 


 

7                    Ecology Monitoring

7.1              General

7.1.1        Ecology monitoring for woodland compensation was shall be conducted at bi-monthly interval and the Monitoring Report for Woodland Compensation was prepared and submitted as a stand-alone report as supplementary for the EM&A Report.  

 

7.1.2        The last ecological monitoring report (Jan-Feb 2017) was submitted to EPD in March 2017.  

 

7.1.3        In the Reporting Report, the ecological monitoring for the period of March to April 2017 was carried out by the ET and the stand-alone ecological monitoring report has been submitted to EPD in May 2017. 

 

 


8        Waste Management

8.1  General Waste Management

8.1.1        Waste management was carried out by an on-site Environmental Officer or an Environmental Supervisor from time to time.

 

8.2  Records of Waste Quantities

8.2.1        All types of waste arising from the construction work are classified into the following:

l   Construction & Demolition (C&D) Material;

l   Chemical Waste;

l   General Refuse

 

8.2.2        Whenever possible, materials were reused on-site as far as practicable.  The quantities of waste for disposal in the Reporting Period are summarized in Tables 8-1 and 8-2 and the Waste Flow Table is presented in Appendix H.

Table 8-1            Summary of Quantities of Inert C&D Materials

Type of Waste

Contract

No

Quantity

Disposal Location

Feb 2017

Mar 2017

Apr 2017

Total

C&D Materials (Inert)

(in '000m3)

2

85.6304

36.8034

40.2517

281.5765

-

3

1.16

2.287

1.004

 

6

48.065

49.23

9.792

-

7

0

0.822

1.473

 

SS C505

1.374

0.548

3.136

-

Reused in this Project (Inert)

(in '000m3)

2

1.4795

0.5425

2.1348

26.87599

-

3

0.192

0.06

0.036

-

6

16.328

5.661

0

-

7

0

0

0

 

SS C505

0.249

0.054

0.13919

-

Reused in other Projects (Inert)

(in '000m3)

2

29.9165

33.0669

30.9507

116.0861

C6/ NENT# & other projects approved by the ER

3

0

0

0

 

6

7.123

15.029

0

C5 & other projects approved by the ER

7

0

0

0

 

SS C505

0

0

0

 

Disposal as Public Fill (Inert)

(in '000m3)

2

54.2343

3.194

7.1663

136.8815

Tuen Mun 38

TKO 137

3

0.926

1.055

0.463

6

24.614

28.54

9.792

7

0

0.822

1.473

SS C505

1.1245

0.494

2.9834

Remark:

(#)The C&D materials were delivered to NENT for reuse by laying cover of the landfilling area.

 

Table 8-2             Summary of Quantities of C&D Wastes

Type of Waste

Contract

No

Quantity

Disposal Location

Feb 2017

Mar 2017

Apr 2017

Total

Recycled Metal (¡¥000kg) #

2

76.9

389.2

203.4

1097.96

By licensed collector

3

0

0

0

6

0

0

0

7

0.5

2.2

3.1

SS C505

177.18

97.37

148.11

Recycled Paper / Cardboard Packing (¡¥000kg) #

2

0.3

0.3

0.3

5.858

By licensed collector

3

0

0

0

6

0.294

0.494

0

7

0.04

0.04

0.04

SS C505

0.37

3.38

0.3

Recycled Plastic (¡¥000kg) #

2

2.1663

2.2109

2.0983

9.3105+ 0.005#

By licensed collector

3

0.001

0

0.004

6

0

0

0

7

0.001

0.001

0.001

SS C505

0.036

1.573

1.223

Chemical Wastes (¡¥000kg) #

2

4.348

4.072

11.264

19.684

By licensed collector

3

0

0

0

6

0

0

0

7

0

0

0

SS C505

0

0

0

General Refuses (¡¥000m3)

2

0.3365

0.4167

0.3862

3.0704

NENT

3

0.14

0.115

0.075

6

0.107

0.217

0.162

7

0.01

0.025

0.02

SS C505

0.28

0.4225

0.3575

Remark:

(#) Unit of recycled metal, recycled paper/ cardboard packing, recycled plastic and chemical waste for Contractor 3 was in (¡¥000m3).

 

8.2.3        To control the site performance on waste management, the Contractor shall ensure that all solid and liquid waste management works are fully in compliance with the relevant license/permit requirements, such as the effluent discharge license and the chemical waste producer registration.  The Contractor is also reminded to implement the recommended environmental mitigation measures according to the Environmental Monitoring and Audit Manual.


9        Site Inspections

9.1  requirements

9.1.1        According to the approved EM&A Manual, the environmental site inspection shall be formulation by ET Leader.  Weekly environmental site inspections should carry out to confirm the environmental performance.

 

Contract 2

9.1.2        During the Reporting Period, 13 events of the joint site inspections were undertaken at Contract 2 to evaluate the site environmental performance.  The summaries of the findings during site inspection are presented in Table 9-1 and the details of site inspection can be found in relevant EM&A monthly report.

Table 9-1             Summary of Reminders/Observations of Site Inspection ¡V Contract 2

Reporting Period

Date of site inspection

Nos. of findings / reminders

Follow-Up Status

February 2017

3, 10, 17 and 24 February 2017

6

Completed

March 2017

3, 10, 17, 24 and 28 March 2017

7

Completed

April 2017

7, 12, 21 and 28 April 2017

3

Completed

 

9.1.3        In the Reporting Period, no non-compliance was recorded; however, 16 observations/ reminders were recorded during the site inspections.  Minor deficiencies found in the weekly site inspection were in general rectified within the specified deadlines.  The environmental performance of the Project was therefore considered satisfactory.

 

Contract 3

9.1.4        During the Reporting Period, 13 events of the joint site inspections were undertaken at Contract 3 to evaluate the site environmental performance.  The summaries of the findings during site inspection are presented in Table 9-2 and the details of site inspection can be found in relevant EM&A monthly report.

Table 9-2             Summary of Reminders/Observations of Site Inspection ¡V Contract 3

Reporting Period

Date of site inspection

Nos. of findings / reminders

Follow-Up Status

February 2017

2, 6, 15, 20 and 27 February 2017

3

Completed

March 2017

6, 15, 20 and 27 March 2017

2

Completed

April 2017

3, 10, 19 and 24 April 2017

1

Completed

 

9.1.5        In the Reporting Period, no non-compliance was recorded; however, 6 observations/ reminders were recorded during the site inspections.  Minor deficiencies found in the weekly site inspection were in general rectified within the specified deadlines.  The environmental performance of the Project was therefore considered satisfactory.

 

Contract 6

9.1.6        During the Reporting Period, 13 events of the joint site inspections were undertaken at Contract 6 to evaluate the site environmental performance.  The summaries of the findings during site inspection are presented in Table 9-3 and the details of site inspection can be found in relevant EM&A monthly report.

Table 9-3             Summary of Reminders/Observations of Site Inspection ¡V Contract 6

Reporting Period

Date of site inspection

Nos. of findings / reminders

Follow-Up Status

February 2017

2, 9, 16 and 23 February 2017

2

Completed

March 2017

2, 9, 16, 23 and 30 March 2017

3

Completed

April 2017

6, 13, 20 and 27 April 2017

1

Completed

 

9.1.7        In the Reporting Period, no non-compliance was recorded; however, 6 observations/ reminders were recorded during the site inspections.  Minor deficiencies found in the weekly site inspection were in general rectified within the specified deadlines.  The environmental performance of the Project was therefore considered satisfactory.

 

Contract SS C505

9.1.8        During the Reporting Period, 13 events of the joint site inspections were undertaken at Contract SS C505 to evaluate the site environmental performance.  The summaries of the findings during site inspection are presented in Table 9-4 and the details of site inspection can be found in relevant EM&A monthly report.

Table 9-4          Summary of Reminders/Observations of Site Inspection ¡V Contract SS C505

Reporting Period

Date of site inspection

Nos. of findings / reminders

Follow-Up Status

February 2017

1, 8, 15 and 22 February 2017

7

Completed

March 2017

1, 8, 14, 22 and 29 March 2017

12

Completed

April 2017

5, 12, and 19 and 26 April 2017

7

Completed

 

9.1.9        In the Reporting Period, no non-compliance was recorded; however, 26 observations/ reminders were recorded during the site inspections.  Minor deficiencies found in the weekly site inspection were in general rectified within the specified deadlines.  The environmental performance of the Project was therefore considered satisfactory.

 

Contract 7

9.1.10    During the Reporting Period, 13 events of the joint site inspections were undertaken at Contract SS C505 to evaluate the site environmental performance.  The summaries of the findings during site inspection are presented in Table 9-5 and the details of site inspection can be found in relevant EM&A monthly report.

Table 9-5          Summary of Reminders/Observations of Site Inspection ¡V Contract 7

Reporting Period

Date of site inspection

Nos. of findings / reminders

Follow-Up Status

February 2017

1, 7, 14, 21 and 28 February 2017

5

Completed

March 2017

7, 14, 21 and 28 March 2017

4

Completed

April 2017

3, 11, 18 and 25 April 2017

1

Completed

 

9.1.11    In the Reporting Period, no non-compliance was recorded; however, 10 observations/ reminder were recorded during the site inspections.  Minor deficiencies found in the weekly site inspection were in general rectified within the specified deadlines.  The environmental performance of the Project was therefore considered satisfactory.

 

Other Contracts

9.1.12    Since the construction work of Contract 5 has substantially completed and Contract 4 has not commenced, no site inspection was performed.

                


10    Non-compliance, Complaints, Notifications of Summons and Prosecutions

10.1          Status of Non-compliance Environmental Complaint, Summons and Prosecution

10.1.1    In the Reporting Period, no non-compliance, no summons and prosecution under the EM&A Programme was recorded and lodged for the Project.  However, five (5) documented environmental complaints were received and the summary of complaint received in the Reporting Period is listed below.

 

Ÿ  Late January 2017 (Contract 6) ¡V EPD received a complaint from the public regarding construction noise from operation of a tower crane at CCKJV¡¦s construction site near Wo Keng Shan Road was heard at about 3:00am in January 2017.  According to the EPD¡¦s record, the concerned construction site has 3 valid CNPs and operation of tower crane was not covered by all CNPs.  There are two tower cranes in which one located at North Portal works area and the other located at South Portal works area and they did not operate after 19:00 on normal days and also during restricted hours in daytime on general holiday/Sunday in January 2017.  Moreover, there were no construction activities involve using of PME between 23:00 and 07:00 in January 2017.  As advised by CCKJV, for safety and security purpose, lights device (i.e. flood light) are used for North Portal (NP) and South Portal (SP) illumination.    In our investigation, there should not be any operation of tower crane and construction activities involve using of PME between 23:00 and 07:00 in January 2017 at the subject time.  It is considered that the complaint is due to misunderstanding of tower crane in operation and it should be invalid to Contract 6.  Nevertheless, CCKJV was reminded not to violate CNP conditions.

Ÿ  6 & 7 March 2017 ¡V  AECOM received a complaint from the public regarding construction noise from operation of a tower crane near Loi Tung Village at night time which affecting the resting time of the villagers.   According to the details from the complainant, it was suspected the complaint location should be North Portal of Contract 2 (DHK).  According to EPD's record, DHK has granted two construction noise permits for works within North Portal in which CNP GW-RN0759-16 is applicable for the use of Powered Mechanical Equipment from 19:00 ¡V 23:00 and it included the operation of tower crane.  According to the site diaries on 6 and 7 March 2017 provided by DHK, the tower cranes were in operation between 07:30 and 18:30 only on both 6 and 7 March 2017 and there were no PME in use outside the tunnel during 2300-0700.  As advised by DHK, the grouping of PME in used inside the tunnel were strictly followed the CNP¡¦s conditions (GW-RN0895-16) and the grouping of PME would not be operated simultaneously in the light of the tunnel construction sequence.  As advised by DHK, for safety and security purpose, the lighting of the tower cranes powered by CLP would be turned on throughout the night time for illumination.  Since the lighting doesn¡¦t involve any PME, there should not be any non-compliance to the Noise control Ordinance.  In our investigation, there should not be any operation of tower crane between 19:00 and 07:00 at the subject period.  It is considered that the complaint is due to misunderstanding of tower crane in operation and it should be invalid to Contract 2.  Nevertheless, DHK was reminded not to violate CNP conditions.

Ÿ  24 March 2017 ¡V A complaint was received from 1823 regarding water flowing from the construction site to the nearby drainage channel for a month ago.  The concerned channel has been blocked by concrete and stagnant water was cumulated on the road which induced mosquito breeding problem. As advised by the Contractor (Chun Wo), the complaint location is right outside the site exit of works area AC7 in which water mitigation measures have been provided at related site exit to prevent wastewater flow out of the site.  However, since last month, it was observed that a concrete lorry, which was not belonged to C3 or any other contracts of Project Liantang/Heung Yuen Wai, was occasionally parked at lay-by near the concerned site exit and unloading concrete to be conveyed into the village by construction wheel barrows. The concrete left-over was then washed and cumulated in the nearby drainage channel.  In our investigation, the condition of the concerned site exit was generally in order and no stagnant water was observed.  Since the blocked drainage channel was not caused by the Contract work, it is considered that the complaint was not related to the works under Contract 3.  Lastly, Chun Wo was reminded to pay attention on the cleanliness of the site exit and wheel washing facilities and ensure all runoff from the site area was fully diverted.

Ÿ  1 April 2017 - The complainant called the hotline of Contract 2 to enquire about the approved works hour in Mid-Vent Portal as operation of tower crane was observed after 11pm which generated significant noise.   AECOM organized a meeting with the participation of DHK and the complainant on 8 April 2017 and the complainant further mentioned that noise nuisance was noted between 29 and 31 March 2017.  According to EPD's record, DHK has granted two construction noise permits for works within Mid-Vent Portal in which CNP GW-RN0214-17 is applicable for the use of Powered Mechanical Equipment from 19:00 ¡V 23:00 and also 07:00 ¡V 23:00 on general holidays including Sunday which including the operation of tower crane.  As advised by DHK, operation of tower crane is managed by the Mid-Vent building team.  Since there is no night shift for building works, no building activity and tower crane operation were recorded after 19:00 during 29 to 31 March 2017. During restricted hour, the grouping of PME in used inside the tunnel were strictly followed the CNP¡¦s conditions and the grouping of PME would not be operated simultaneously in the light of the tunnel construction sequence.  DHK advised that the lighting of tower crane is powered by CLP and it turns on throughout the night time for illumination as well as safety and security purpose.  Since lighting does not involve any PME, there should not be any non-compliance to the Noise Control Ordinance.  In our investigation, there should not be any operation of tower crane between 19:00 and 07:00 at the subject period and the construction activities carried out during restricted hour were followed the CNP requirement, therefore, it is considered that the complaint is not valid to Contract 2.  Nevertheless, DHK was reminded not to violate CNP conditions.

Ÿ  10 April 2017 - A public complaint was received from 1823 on 10 April 2017 regarding muddy water found on Sha Tau Kok (STK) Road ¡V Lung Yeuk Tau Section.  The complainant complained that due to frequent entry and exit of dump truck from the construction site, excessive muddy water was generated during wheel washing and cumulated on road surface, causing slippery road and pose dangerous to the driver.  He requested the related department to follow up.  According to the description from the complainant, the complaint location was Sha Tau Kok Road - Lung Yeuk Tau Section.  Nevertheless, the active construction sites under the Project are all located near the junction of Sha Tau Kok Road and Wo Keng Shan (WKS) Road.  Joint site inspection was carried out by RE, IEC, Contractors and ET on 20 and 21 April 2017 at the suspected four (4) site exits along the Sha Tau Kok Road and Wo Keng Shan Road for the complaint investigation.  The aim of the inspection was to examine the condition of the existing site exit and the implementation the wheel washing facilities and to assess the possibility of muddy water discharge out of the construction site to the public road.   In our investigation, no cumulated muddy water and mud trails were observed and the site exits near the complaint location were satisfactory.  It is considered that the complaint was unlikely due to the project.   To address the complainant¡¦s concern, the ET will keep closely inspection on the cleanliness situation on both roads during weekly site inspection.

10.1.2    Upon receipt of the complaint, follow up action has been undertaken by both Contractor promptly to resolve the complaints and deficiencies.  Investigation for the complaint was carried out by ET independently and the associated investigation reports were submitted to relevant parties.  In the Reporting Period, two (2) out of seven (7) complaints was considered as project related and remedial action have been undertaken by the relevant Contractor.

 

10.1.3    The statistical summary table of environmental complaint, summons and prosecution are presented in Tables 10-1, 10-2 and 10-3.

Table 10-1           Statistical Summary of Environmental Complaints

Contract No

Reporting Period

Environmental Complaint Statistics

Frequency (Project related complaint)

Cumulative since commencement of project

Complaint Nature

Project related complaint

2

Feb 2017

0

29

Ÿ  (17)Water Quality

Ÿ  (7) Dust

Ÿ  (4) Noise

Ÿ  (1) dust & noise

(5) water

(2) dust

(1) noise

Mar 2017

1

Apr 2017

2

3

Feb 2017

0

5

Ÿ  (1) Dust

Ÿ  (3) Water quality

Ÿ  (1) Noise

0

Mar 2017

1

Apr 2017

0

5

Feb 2017

0

4

Ÿ (3) Dust

Ÿ (1) Noise

0

Mar 2017

0

Apr 2017

0

6

Feb 2017

1

32

Ÿ  (23) Water Quality

Ÿ  (6) Dust

Ÿ  (2) Noise

Ÿ  (1) Nuisance

(6) water

(2) dust

(1) Nuisance

Mar 2017

0

Apr 2017

1

7

Feb 2017

0

1

Ÿ  (1) Noise

0

Mar 2017

0

Apr 2017

0

SS C505

Feb 2017

0

2

Ÿ (1) Dust

Ÿ (1) Noise

0

Mar 2017

0

Apr 2017

0

 

Table 10-2           Statistical Summary of Environmental Summons

Contract No

Reporting Period

Environmental Summons Statistics

Frequency

Cumulative since commencement of project

Complaint Nature

Water

Air

Noise

2

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

3

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

5

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

6

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

7

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

SS C505

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

 

Table 10-3           Statistical Summary of Environmental Prosecution

Contract No

Reporting Period

Environmental Prosecution Statistics

Frequency

Cumulative since commencement of project

Complaint Nature

Water

Air

Noise

2

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

3

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

5

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

6

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

7

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

SS C505

Feb 2017

0

0

0

0

0

Mar 2017

0

0

0

0

Apr 2017

0

0

0

0

 

10.1.4    Since the construction works at the Contract 5 was substantially completed and Contract 4 has not yet commenced, no environmental complaint, summons and prosecution under the EM&A Programme are registered in the Reporting Period.


11    Implementation Status of Mitigation Measures

11.1          General Requirements

11.1.1    The environmental mitigation measures that recommended in the Implementation Schedule for Environmental Mitigation Measures (ISEMM) in the approved EM&A Manual covered the issues of dust, noise, water and waste and they are summarized presented in Appendix I.

 

11.1.2    All contracts under the Project shall be implementing the required environmental mitigation measures according to the approved EM&A Manual as subject to the site condition.  Environmental mitigation measures generally implemented by Contracts 2, 3, 5, 6 and SS C505 in this Reporting Period are summarized in Table 11-1.

Table 11-1            Environmental Mitigation Measures

Issues

Environmental Mitigation Measures

Water Quality

¡P       Wastewater to be treated by the filtration systems i.e. sedimentation tank or   AquaSed before to discharge.

Air Quality

¡P       Maintain damp / wet surface on access road

¡P       Keep slow speed in the sites

¡P       All vehicles must use wheel washing facility before off site

¡P       Sprayed water during breaking works

¡P       A cleaning truck was regularly performed on the public road to prevent fugitive dust emission

Noise

¡P       Restrain operation time of plants from 07:00 to 19:00 on any working day except for Public Holiday and Sunday.

¡P       Keep good maintenance of plants

¡P       Place noisy plants away from residence or school

¡P       Provide noise barriers or hoarding to enclose the noisy plants or works

¡P       Shut down the plants when not in used.

Waste and Chemical Management

¡P       On-site sorting prior to disposal

¡P       Follow requirements and procedures of the ¡§Trip-ticket System¡¨

¡P       Predict required quantity of concrete accurately

¡P       Collect the unused fresh concrete at designated locations in the sites for subsequent disposal

General

¡P       The site was generally kept tidy and clean.

 


12    Conclusions and Recommendations

12.1          Conclusions

12.1.1    This is the 15th Quarterly EM&A Summary Report presenting the monitoring results and inspection findings for the Reporting Period from 1 February to 30 April 2017.

 

12.1.2    For air quality monitoring, no exceedance was recorded in 1-hour TSP monitoring.  However, there were three (3) Action Level exceedances of 24-hour TSP which recorded at AM2, AM3 and AM6 in March 2017. Investigation report for cause of exceedance was conducted by ET and investigation results revealed that all the exceedances were not project related.  

 

12.1.3    In the Reporting Period, no construction noise exceedances were recorded and no complaints (which triggered the Action Level exceedances) were received which triggered the Action Level exceedances.  

 

12.1.4    For water quality monitoring, a total of 43 Limit Level (LL) exceedances namely 17 LL exceedances of turbidity and 26 LL exceedances of SS were recorded. The investigation reports for cause of exceedances were conducted by ET and submitted to relevant parties.  In the Reporting Period, all exceedances were considered as non-project related.

 

12.1.5    Ecology monitoring for woodland compensation for the period of March to April 2016 was submitted to EPD in May 2017.  The Monitoring Report for Woodland Compensation was prepared and submitted as a stand-alone report as supplementary for the EM&A Report.

 

12.1.6    During the Reporting Period, weekly joint site inspections for Contract 2, Contract 3, Contract 6, Contract 7 and Contract SS C505 were undertaken to evaluate the site environmental performance.  No non-compliances were observed during the weekly site inspection and environmental audit of the Reporting Period, indicating the implemented mitigation measures for air quality, construction noise and water quality were effective.  Minor deficiencies found in the weekly site inspection were in general rectified within the specified deadlines.  The environmental performance of the Project was therefore considered satisfactory.

 

12.1.7    In this Reporting Period, five (5) documented environmental complaints were received under the EM&A Programme with respect to noise and wastewater issues.  Investigation results revealed that all the received complaints were not related to works under Project.

 

12.1.8    No environmental summons or successful prosecutions were recorded in the Reporting Period. 

 

12.2          Recommendations

12.2.1    During wet season, preventive measures for muddy water or other water pollutants from site surface flow to local stream such as Kong Yiu Channel, Ma Wat Channel, Ping Yuen River, Kwan Tei River or public area should be properly maintained.  The Contractors should paid special attention on water quality mitigation measures and fully implement according ISEMM of the EM&A Manual, in particular for working areas near Ma Wat Channel and Ping Yuen River.

 

12.2.2    In addition, all effluent discharge shall be ensure to fulfill Technical Memorandum of Effluent Discharged into Drainage and Sewerage Systems, inland and Coastal Waters criteria or discharge permits stipulation.

 

12.2.3    Construction noise would be a key environmental issue during construction work of the Project.  Noise mitigation measures such as using quiet plants should be implemented in accordance with the EM&A requirement.

 

12.2.4    Since most of construction sites under the Project are located adjacent to villages, the Contractors should fully implement air quality mitigation measures to reduce construction dust emission.

 

12.2.5    Furthermore, daily cleaning and weekly tidiness shall be properly performed and maintained. In addition, mosquito control should be kept to prevent mosquito breeding on site.