Environmental Aspect	Monitoring Parameters	Action Level	Limit Level	Event & Action
Air Quality	1-hour TSP	0	0	0	--	--	--
24-hour TSP	0	0	0	--	--	--
Construction Noise	L_eq_(30min)Daytime	0	0	0	--	--	--
Water Quality	DO	0	0	0	-	--	--
Turbidity	0	16	16	All exceedances were not project-related	0	The Contractors were reminded to implement water quality mitigation measures in accordance with ISEMM of the EM&A Manual
SS	1	14	15	0

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 – this section comprises at-grade and viaducts and includes the improvement works at Lin Ma Hang Road;

2) Ping Yeung to Wo Keng Shan – 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 – 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 – 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 – 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 – 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. As part of the EM&A program, the baseline monitoring has carried out between 13 June 2013 and 12 July 2013 for all parameters including air quality, noise and water quality before construction work commencement. The Baseline Monitoring Report summarized the key findings and the rationale behind determining a set of Action and Limit Levels (A/L Levels) from the baseline data. Also, the Project baseline monitoring report which verified by the IEC has been submitted to EPD on 16 July 2013 for endorsement. The major construction works of the Project was commenced on 16 August 2013 in accordance with the EP Section 5.3 stipulation.

1.1.5 This is 47^thmonthly EM&A report presenting the monitoring results and inspection findings for reporting period from 1 to 30 June 2017.

1.2 Report Structure

1.2.1 The Monthly Environmental Monitoring and Audit (EM&A) 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 Waste Management

Section 8 Site Inspections

Section 9 Environmental Complaints and Non-Compliance

Section 10 Implementation Status of Mitigation Measures

Section 11 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:

· Contract 2 (CV/2012/08)

· Contract 3 (CV/2012/09)

· Contract 4 (NE/2014/02)

· Contract 5 (CV/2013/03)

· Contract 6 (CV/2013/08)

· Contract 7 (NE/2014/03)

· 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:

· 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;

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

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

· 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;

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

· 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:

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

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

· widening of the existing Fanling Highway (HyD’s entrustment works);

· demolishing existing Kiu Tau vehicular bridge and Kiu Tau footbridge and reconstruction of the existing Kiu Tau Footbridge (HyD’s entrustment works); and

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

· 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:

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

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

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

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

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

· 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 has 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 has awarded in December 2015 and the construction works of Contract 7 was commenced on 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 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) – 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) – 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:

· Monitor the Contractors’ compliance with contract specifications, including the implementation and operation of the environmental mitigation measures and their effectiveness

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

· Facilitate ET’s implementation of the EM&A programme

· Participate in joint site inspection by the ET and IEC

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

· Adhere to the procedures for carrying out complaint investigation

· 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. Once the contractors are appointed, EPD, ET and IEC will be notified the details of the contractor.

2.2.8 The Contractor for Contracts under CEDD should report to the ER. For ArchSD Contract, the Contractor should report to the Architect or Architect’s Representative (AR). The duties and responsibilities of the Contractor are:

· Comply with the relevant contract conditions and specifications on environmental protection

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

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

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

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

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

· Adhere to the procedures for carrying out complaint investigation

Environmental Team (ET)

2.2.9 Once the ET is appointed, the EPD, CEDD, ER, Architect and IEC will be notified the details of the ET.

2.2.10 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:

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

· 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

· 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

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

· Audit environmental conditions on site

· Report on the environmental monitoring and audit results to EPD, the ER, the Architect, the lEC and Contractor or their delegated representatives

· 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

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

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

· Adhere to the procedures for carrying out complaint investigation

· 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)

2.2.11 One IEC will be employed for this Project. Once the IEC is appointed, EPD, ER, the Architect and ET will be notified the details of the IEC.

2.2.12 The Independent Environmental Checker (IEC) should not be in any way an associated body of the Contractor 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 appointment of IEC should be subject to the approval of EPD. The IEC should:

· 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

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

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

· 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

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

· Check compliance with the procedures for carrying out complaint investigation

· Check the effectiveness of corrective measures

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

· Check that the mitigation measures are effectively implemented

· Verify the log-book(s) mentioned in Condition 2.2 of the EP, notify the Director by fax, within one working day of receipt of notification from the ET Leader of each and every occurrence, change of circumstances or non-compliance with the EIA Report and/or the EP, which might affect the monitoring or control of adverse environmental impacts from the Project

· 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

· Liaison with the client departments, Engineer/Engineer’s Representative, the Architect, ET, lEC and the Contractor 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 – Tai Hang to Wo Hop Shek Interchange – Contract No. HY/2012/06;

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. Moreover, 3-month rolling construction program for all the current contracts is enclosed in Appendix C.

Contract 2 (CV/2012/08)

2.4.2 The contract commenced in May 2014. In this Reporting Period, construction activities conducted are listed below:

Mid-Vent Portal	Ÿ Adit waterproofing and lining Ÿ Stud tunnel post-excavation activities and earthworks Ÿ Structure connecting adit tunnel and ventilation building Ÿ Mid-Vent ventilation building superstructure and backfilling Ÿ Erection of bulk head door and enclosure for the extraction fans at Mid-Vent Adit
North Portal	Ÿ Southbound tunnel waterproofing and lining formwork Ÿ Southbound tunnel enlargement Ÿ Southbound tunnel internal structure, backfilling and cross passage Ÿ Tunnel Boring Machine (TBM) North drive excavation Ÿ Northbound tunnel top heading and bench excavation, water proofing and lining Ÿ North ventilation building structure
South Portal	Ÿ Southbound and northbound Drill & Blast Excavation Ÿ South ventilation and building superstructure Ÿ Tunnel invert, waterproofing, lining, internal structure and cross passage Ÿ Mucking out from tunnels
Admin Building	Ÿ Construction of fence wall, drainage, internal structure, underground utilities and E&M installation

Contract 3 (CV/2012/09)

2.4.3 The Contract commenced in November 2013. In this Reporting Period, construction activities conducted are listed below:

Ÿ Boundary Wall for DSD Pumping Station

Ÿ Cable detection and trial trenches

Ÿ Remaining works on New Kiu Tau Footbridge

Ÿ Noise barrier construction

Ÿ Pier table construction

Ÿ Road works

Ÿ Viaduct Segment Erection

Ÿ Water Main Laying

Ÿ Gabion wall construction

Ÿ Installation of Noise Barrier Steel Column & Panel

Ÿ Per-drilling for noise barrier

Ÿ Pit construction for heading works.

Ÿ Parapet installation

Ÿ Planter Wall Construction

Ÿ Drainage

Ÿ Mini-pile Installation

Ÿ Construction of Profile Barrier on Viaduct deck

Ÿ Stressing of External Tendon

Ÿ Construction of Abutment Wall

Contract 4 (NE/2014/02)

2.4.4 The Contract was awarded in mid-April 2016 and the construction work was commenced on 2 May 2017. In this Reporting Period, construction activities conducted are listed below:

Ÿ System design

Ÿ E&M installation at Admin Building

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 Bridge Pier Construction

Ÿ Bridge Segment Erection

Ÿ Tunnel Excavation

Ÿ Sewage Treatment Plant Construction

Ÿ Tunnel Ventilation Building Construction

Contract 7 (NE/2014/03)

2.4.7 Contract 7 has awarded in December 2015 and construction work was commenced on 15 February 2016. In this Reporting Period, construction activities conducted are listed below:

Ÿ U-trough construction at Bridges A and E

Ÿ Abutment construction at Bridge E

Ÿ Column construction at Bridges A, B and D

Ÿ Roof floor 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:

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

Ÿ ABWF Works for Building no.36

Ÿ Tower crane operation

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

Ÿ Underground drainage works, Road Works, CLP Cable laying and Landscaping

Ÿ Formwork and falsework for PTB’s slab construction and Bridge Decks

Ÿ Construction PTB M/F, 1/F, 2/F and Roof flat slab

Ÿ Steel beam works for maintenance platform for PTB

Ÿ PTB backfilling works

Ÿ Elevated Walkway E1, E2, E3 and E4 construction

Ÿ 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, 4, 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
Item		Description	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-RN0214-17	30-Mar-2017		14-Sep 2017
			GW-RN0201-17	28-Mar-2017		14-Sep-2017
			GW-RN0228-17	01-Apr-2017		16-Sep-2017
			GW-RN0288-17	26-Apr-2017		20-Oct-2017
			GW-RN0291-17	26-Apr-2017		20-Oct-2017
			GW-RN0318-17	09-May-2017		27-Oct-2017
			GW-RN0346-17	24-May-2017		13-Nov-2017
			GW-RN0371-17	07-Jun-2017		30-Sep-2017
			GW-RN0373-17	07-Jun-2017		30-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 – 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-RN0901-16	11 Dec 2016		4 Jun 2017
			GW-RN0939-16	22 Dec 2016		21 Jun 2017
			GW-RN0002-17	8 Jan 2017		4 Jun 2017
			GW-RN0021-17	19 Jan 2017		8 Jul 2017
			GW-RN0029-17	19 Jan 2017		8 Jul 2017
			GW-RN0040-17	25 Feb 2017		24 Aug 2017
			GW-RN0048-17	25 Jan 2017		16 Jun 2017
			GW-RN0066-17	3 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-RN0096-17	19 Feb 2017		10 Jul 2017
			GW-RN0111-17	26 Feb 2017		30 Jul 2017
			GW-RN0115-17	2 Mar 2017		26 Aug 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-RN0204-17	30 Mar 2017		29 Sep 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
			GW-RN0302-17	30 Apr 2017		29 Oct 2017
			GW-RN0303-17	11 May 2017		10 Nov 2017
			GW-RN0305-17	30 Apr 2017		30 Jul 2017
			GW-RN0337-17	26 May 2017		9 Jun 2017
			GW-RN0342-17	28 May 2017		20 Nov 2017
			GW-RN0376-17	22 Jun 2017		21 Dec 2017
			GW-RN0378-17	22 Jun 2017		21 Dec 2017
			GW-RN0384-17	12 Jun 2017		9 Sep 2017
			GW-RN0417-17	27 Jun 2017		16 Dec 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-RN0003-17	16 Jan 20217			15 Jul 2017
			GW-RN0005-17	1 Apr 2017			30 Jun 2017
			GW-RN0090-17	15 Feb 2017			14 Aug 2017
			GW-RN0126-17	3 Mar 2017			27 Aug 2017
			GW-RN0251-17	17 Apr 2017			12 Oct 2017
			GW-RN0361-17	1 Jun 2017			31 Aug 2017
			GW-RN0421-17	20 Jun 2017			19 Dec 2017
			GW-RN0427-17	3 Jul 2017			31 Aug 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-RN0065-17	7 Feb 2017		6 Aug 2017
			GW-RN0290-17	5 May 2017		4 Nov 20017
			GW-RN0355-17	30 May 2017		25 Nov 2017
			GW-RN0418-17	21 Jun 2017		15 Dec 2017
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-RN0321-17	10 May 2017				4 Nov 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 Summary of Impact Monitoring Requirements

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 L_eq_(30min) in normal working days (Monday to Saturday) 07:00-19:00 except public holiday; and Ÿ 3 sets of consecutive L_eq_(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 (℃).
Water Quality	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 D. 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 E.

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
Station ID	Description	Easting	Northing	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 upstream 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– 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– 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

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

3.4.1 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

3.4.2 One set of L_eq₍_30min) as 6 consecutive L_eq_(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”), additional weekly impact monitoring for L_eq_(5min) measurement shall be employed during respective restricted hours periods.. Supplementary information for data auditing, statistical results such as L₁₀ and L₉₀ shall also be obtained for reference.

Water Quality Monitoring

3.4.3 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-Hr 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*

* Instrument was used in the Reporting Period and the calibration certificate could be referred in Appendix F.

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.

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-31* or Rion NL-52*
Calibrator	B&K Type 4231* or Quest QC-20* or Rion NC-74*
Portable Wind Speed Indicator	Testo Anemometer

* Instrument was used in the Reporting Period and the calibration certificate could be referred in Appendix F.

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:

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

• a 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 Professional Plus /YSI PRO20 Handheld Dissolved Oxygen Instrument*/ YSI 550A Multifunctional Meter/ YSI Professional DSS
pH meter	YSI Professional Plus / AZ8685 pH pen-style meter*/ YSI 6820/ 650MDS/ YSI Professional DSS
Turbidimeter	Hach 2100Q*/ YSI 6820/ 650MDS/ YSI Professional DSS
Sample Container	High density polythene bottles (provided by laboratory)
Storage Container	‘Willow’ 33-liter plastic cool box with Ice pad

* Instrument was used in the Reporting Period and the calibration certificate could be referred in Appendix F.

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 90^o 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 25^oC, 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 (L_eq) 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 would be performed with the meter set to FAST response and on the A-weighted equivalent continuous sound pressure level(L_eq). Leq_(30min) in six consecutive Leq_(5min) measurements will use as the monitoring parameter for the time period between 0700-1900 hours on weekdays; Leq_(5min)measurements would be 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 is performed before and after the noise measurement.

Water Quality

3.6.9 Water quality monitoring is conducted at the designated or alternative locations. The sampling procedures 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 or tape measurement 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 YSI PRO20 Handheld Dissolved Oxygen Instrument is used for water in-situ measures, which automates the measurements and data logging of temperature, dissolved oxygen and dissolved oxygen saturation.

3.6.15 A portable AZ Model 8685 is used for in-situ pH measurement. The pH meter is capable of measuring pH in the range of 0 – 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 – 1000 NTU.

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 analyzed Suspended Solids (SS) will be carried out by a local HOKLAS-accredited testing laboratory (ALS Technichem (HK) Pty Ltd HOKLAS registration no. 66). SS determination using APHA Standard Methods 2540D as specified in the EM&A Manual will start 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 would be 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 attached in Appendix F.

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)
Monitoring Station	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)
Monitoring Location	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) and65 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
Parameter	Performance criteria	WM1	WM2A(a)	WM2B	WM3x		WM4
DO (mg/L)	Action Level	⁽*⁾4.23	⁽**⁾4.00	⁽*⁾4.74	⁽**⁾4.00		⁽*⁾4.14
DO (mg/L)	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
	Action Level	AND 120% of upstream control station of the same day
	Limit Level	67.6	33.8	12.3	14.0		38.4
	Limit Level	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
	Action Level	AND 120% of upstream control station of the same day
	Limit Level	64.9	17.3	12.4	12.9	45.5
	Limit Level	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 G.

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 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, 4, 6, 7 and Contract SS C505. Hence, air quality monitoring was performed at all designated locations.

4.1.2 The air quality monitoring schedule is presented in Appendix H and the monitoring results are summarized in the following sub-sections.

4.2 Air Quality Monitoring Results

4.2.1 In the Reporting Period, a total of 147 events of 1-hour TSP and 54 events 24-hours TSP monitoring were carried out and the monitoring results are summarized in Tables 4-1 to 4-9. The detailed 24-hour TSP monitoring data are presented in Appendix I and the relevant graphical plots are shown in Appendix J.

Table 4-1 Summary of 24-hour and 1-hour TSP Monitoring Results – AM1b

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
1-Jun-17	136	2-Jun-17	9:19	55	53	54
7-Jun-17	53	8-Jun-17	9:15	22	21	22
13-Jun-17	30	14-Jun-17	9:24	71	65	62
19-Jun-17	30	20-Jun-17	8:54	27	15	17
24-Jun-17	31	26-Jun-17	9:41	34	34	50
29-Jun-17	60	30-Jun-17	9:31	41	41	36
Average (Range)	57 (30 – 136)	Average (Range)		40 (15 – 71)

Table 4-2 Summary of 24-hour and 1-hour TSP Monitoring Results – AM2

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
1-Jun-17	41	2-Jun-17	9:13	58	54	56
7-Jun-17	122	8-Jun-17	9:12	49	47	47
13-Jun-17	41	14-Jun-17	9:20	71	74	77
19-Jun-17	37	20-Jun-17	9:09	18	20	11
24-Jun-17	33	26-Jun-17	9:35	53	55	50
29-Jun-17	80	30-Jun-17	9:27	37	37	34
Average (Range)	59 (33 – 122)	Average (Range)		47 (11 – 77)

Table 4-3 Summary of 24-hour and 1-hour TSP Monitoring Results – AM3

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
1-Jun-17	102	2-Jun-17	9:09	55	48	45
7-Jun-17	40	8-Jun-17	9:10	33	34	36
13-Jun-17	32	14-Jun-17	9:15	70	89	73
19-Jun-17	46	20-Jun-17	9:12	18	18	15
24-Jun-17	130	26-Jun-17	9:29	55	53	54
29-Jun-17	79	30-Jun-17	9:24	34	36	32
Average (Range)	72 (32 – 130)	Average (Range)		44 (15 – 89)

Table 4-4 Summary of 24-hour and 1-hour TSP Monitoring Results – AM4b

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
2-Jun-17	65	3-Jun-17	8:47	61	55	60
8-Jun-17	29	9-Jun-17	9:26	84	75	78
14-Jun-17	37	15-Jun-17	9:38	51	58	55
20-Jun-17	36	21-Jun-17	9:27	66	54	42
26-Jun-17	47	27-Jun-17	13:00	89	90	93
30-Jun-17	35
Average (Range)	42 (29 – 65)	Average (Range)		67 (42 – 93)

Table 4-5 Summary of 24-hour and 1-hour TSP Monitoring Results – AM5a

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
2-Jun-17	70	3-Jun-17	8:49	58	58	66
8-Jun-17	132	9-Jun-17	10:00	93	81	83
14-Jun-17	38	15-Jun-17	9:35	62	60	55
20-Jun-17	29	21-Jun-17	9:24	51	52	39
26-Jun-17	38	27-Jun-17	13:03	84	86	89
30-Jun-17	39
Average (Range)	58 (29 – 132)	Average (Range)		68 (39 – 93)

Table 4-6 Summary of 24-hour and 1-hour TSP Monitoring Results – AM6

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
2-Jun-17	89	3-Jun-17	9:07	63	58	64
8-Jun-17	63	9-Jun-17	9:38	85	85	83
14-Jun-17	48	15-Jun-17	9:30	49	44	44
20-Jun-17	38	21-Jun-17	9:19	45	51	47
26-Jun-17	59	27-Jun-17	13:17	87	88	91
30-Jun-17	66
Average (Range)	61 (38 – 89)	Average (Range)		66 (44 – 91)

Table 4-7 Summary of 24-hour and 1-hour TSP Monitoring Results – AM7b

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
2-Jun-17	121	3-Jun-17	13:00	64	53	57
8-Jun-17	99	9-Jun-17	13:02	94	96	95
14-Jun-17	44	15-Jun-17	9:22	51	41	42
20-Jun-17	50	21-Jun-17	9:14	48	58	50
26-Jun-17	132	27-Jun-17	8:57	82	82	82
30-Jun-17	120
Average (Range)	94 (44 – 132)	Average (Range)		66 (41 – 96)

Table 4-8 Summary of 24-hour and 1-hour TSP Monitoring Results – AM8

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
2-Jun-17	63	3-Jun-17	13:17	63	63	71
8-Jun-17	18	9-Jun-17	13:24	92	96	94
14-Jun-17	43	15-Jun-17	9:13	50	53	53
20-Jun-17	43	21-Jun-17	9:04	50	37	38
26-Jun-17	39	27-Jun-17	8:54	84	85	86
30-Jun-17	44
Average (Range)	42 (18 – 63)	Average (Range)		68 (37 – 96)

Table 4-9 Summary of 24-hour and 1-hour TSP Monitoring Results – AM9b

Date	24-hour TSP (mg/m³)	1-hour TSP (mg/m³)
Date	24-hour TSP (mg/m³)	Date	Start Time	1^st reading	2^nd reading	3^rd reading
1-Jun-17	33	2-Jun-17	9:38	72	69	78
7-Jun-17	33	8-Jun-17	9:25	37	41	39
13-Jun-17	27	14-Jun-17	9:38	28	29	32
19-Jun-17	37	20-Jun-17	9:49	55	53	49
24-Jun-17	45	26-Jun-17	10:01	67	65	71
29-Jun-17	23	30-Jun-17	8:57	39	41	36
Average (Range)	33 (23 – 45)	Average (Range)		50 (28 – 78)

4.2.1 As shown in Tables 4-1 to 4-9, all the 1-hour TSP and 24-hour TSP monitoring results were below the Action/Limit Levels. No Notification of Exceedance (NOE) was issued in this Reporting Period.

4.2.2 The meteorological data during the impact monitoring days are summarized in Appendix K.

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, 4, 6, 7 and Contract SS C505 and noise monitoring was performed at all designated locations.

5.1.2 The noise monitoring schedule is presented in Appendix H and the monitoring results are summarized in the following sub-sections.

5.2 Noise Monitoring Results (normal daytime)

5.2.1 In the Reporting Period, a total of 45 events noise measurements were carried out at the designated locations. The sound level meter was set in 1m from the exterior of the building façade including noise monitoring locations NM1, NM3, NM4, NM5, NM6, NM7, NM8 and NM9. Therefore, no façade correction (+3 dB(A)) is added according to acoustical principles and EPD guidelines. However, free-field status were performed at NM2a and NM10 and façade correction (+3 dB(A)) has added according to the requirement in this month. The noise monitoring results at the designated locations are summarized in Tables 5-1 and 5-2. The detailed noise monitoring data are presented in Appendix I and the relevant graphical plots are shown in Appendix J.

Table 5-1 Summary of Construction Noise Monitoring Results

Construction Noise Level (L_eq30min), dB(A)
Date	NM1	*NM2a⁽⁾**	NM8	NM9	*NM10⁽⁾**
2-Jun-17	59	69	59	61	64
8-Jun-17	56	72	57	62	65
14-Jun-17	60	68	60	61	66
20-Jun-17	57	69	59	62	66
26-Jun-17	57	71	59	62	67
Limit Level	75 dB(A)

Remarks

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

Table 5-2 Summary of Construction Noise Monitoring Results

Construction Noise Level (L_eq30min), dB(A)
Date	NM3	NM4	NM5	NM6	NM7
9-Jun-17	59	64	55	60	58
15-Jun-17	59	62	52	57	59
21-Jun-17	58	61	53	58	56
27-Jun-17	62	64	54	60	64
Limit Level	75 dB(A)					54

5.2.2 As shown in Tables 5-1 and 5-2, the noise level measured at all designated monitoring locations were below 75dB(A). Moreover, no valid noise complaint (which triggered Action Level exceedance) was recorded in the Reporting Period.

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, 4, 6, 7 and Contract SS C505 and water quality monitoring was performed at all designated locations. The water quality monitoring schedule is presented in Appendix H. The monitoring results are summarized in the following sub-sections.

6.2 Results of Water Quality Monitoring

6.2.1 In the Reporting Period, a total of thirteen (13) sampling days was scheduled to carry out for all designated locations with their control stations. Since exceedances were recorded at WM1, WM2A(a), WM3x and WM4, according to “Event and Action Plan” stipulation, 2, 6, 4 and 2 additional water quality monitoring day was conducted for WM1, WM2A(a), WM3x and WM4 respectively and theirs control stations in the reporting period.

6.2.2 The key monitoring parameters including Dissolved Oxygen, Turbidity and Suspended Solids are summarized in Tables 6-1 to 6-5. Breaches of water quality monitoring criteria are shown in Table 6-6. Detailed monitoring database including in-situ measurements and laboratory analysis data are shown in Appendix I and the relevant graphical plot are shown in Appendix J.

Table 6-1 Water Quality Monitoring Results Associated of Contracts 2 and 3

Date	Dissolved Oxygen (mg/L)			Turbidity (NTU)			Suspended Solids (mg/L)
Date	WM4	WM4-CA	WM4-CB	WM4	WM4-CA	WM4-CB	WM4	WM4-CA	WM4-CB
2-Jun-17	7.6	7.9	6.4	12.5	7.6	14.9	7.5	5.0	13.0
5-Jun-17	8.1	7.8	6.4	7.8	5.6	11.5	4.5	3.5	11.0
7-Jun-17	6.4	6.3	5.4	15.5	4.3	9.2	12.5	2.0	9.5
9-Jun-17	7.1	6.0	5.2	8.4	2.7	12.1	9.0	3.5	12.0
13-Jun-17	9.4	9.6	9.2	94.1	86.1	73.8	94.0	83.5	67.0
15-Jun-17	7.3	7.1	5.3	34.9	12.1	25.9	28.0	8.0	18.5
17-Jun-17	7.5	8.3	6.1	34.9	13.7	17.1	27.0	5.5	13.5
19-Jun-17	7.3	7.5	6.8	70.6	46.0	59.9	65.0	26.5	56.5
21-Jun-17	8.1	8.5	7.3	90.6	58.0	65.8	79.0	50.0	53.5
22-Jun-17#	#	#	#	205.5	19.4	19.5	164.0	12.0	9.0
23-Jun-17#	#	#	#	24.4	9.4	6.6	26.0	12.0	12.0
24-Jun-17	6.6	6.6	5.3	35.1	16.8	12.3	34.0	15.5	7.0
26-Jun-17	6.7	6.5	6.9	23.9	375.0	9.8	12.5	214.0	6.5
28-Jun-17	6.9	6.7	5.8	13.3	14.5	8.0	12.5	14.5	6.0
30-Jun-17	7.1	8.0	6.3	21.8	7.4	11.5	31.0	6.5	8.5

*Remarks:*	bold with underline indicated Limit Level exceedance
	^# Additional water quality monitoring at the exceeded location(s) due to two consecutive monitoring days indicated Limit Level exceedance.

Table 6-2 Water Quality Monitoring Results Associated of Contracts 5, 6 and SS C505

Date	Dissolved Oxygen (mg/L)		Turbidity (NTU)		Suspended Solids (mg/L)
Date	WM1	WM1-C	WM1	WM1-C	WM1	WM1-C
2-Jun-17	7.6	6.5	48.0	16.9	53.5	12.5
5-Jun-17	6.7	6.2	50.9	20.7	51.5	13.5
7-Jun-17	7.0	4.3	35.8	16.0	40.5	8.5
9-Jun-17	8.9	6.9	38.3	11.5	35.5	7.0
13-Jun-17	7.9	8.3	620.5	819.5	447.5	611.5
15-Jun-17	8.4	7.6	25.2	17.7	22.0	14.0
17-Jun-17	7.5	8.0	52.0	852.0	56.0	466.0
19-Jun-17	7.9	6.9	199.0	over range	69.5	1070.0
21-Jun-17	8.3	8.3	70.0	15.0	72.5	19.5
22-Jun-17#	#	#	16.2	9.0	21.0	7.0
23-Jun-17#	#	#	8.7	6.8	20.0	4.0
24-Jun-17	7.3	7.4	50.5	15.2	53.5	20.5
26-Jun-17	6.1	5.7	41.0	8.1	45.0	4.5
28-Jun-17	5.8	5.9	18.6	9.4	29.5	6.0
30-Jun-17	6.2	6.2	23.2	10.5	30.0	7.0

Remarks:

bold with underline indicated Limit Level exceedance

bold with italic indicated Action Level exceedance

^# Additional water quality monitoring at the exceeded location(s) due to two consecutive monitoring days indicated Limit Level exceedance.

Table 6-3 Water Quality Monitoring Results Associated only Contract 6

Date	Dissolved Oxygen (mg/L)				Turbidity (NTU)				Suspended Solids (mg/L)
Date	WM2A(a)	WM2A- Cx	WM2B	WM2B- C	WM2A(a)	WM2A- Cx	WM2B	WM2B- C	WM2A(a)	WM2A- Cx	WM2B	WM2B- C
2-Jun-17	6.7	6.4	*	*	16.3	13.3	*	*	10.0	7.0	*	*
5-Jun-17	7.1	7.0	*	*	9.9	9.6	*	*	2.5	8.0	*	*
7-Jun-17	5.4	4.6	*	*	22.5	67.1	*	*	21.5	46.0	*	*
9-Jun-17	5.3	5.2	*	*	4.3	8.0	*	*	4.5	5.5	*	*
13-Jun-17	8.2	8.7	*	*	435.5	79.2	*	*	316.5	32.0	*	*
14-Jun-17#	#	#	*	*	194.0	32.5	*	*	136.0	30.0	*	*
15-Jun-17	6.6	8.5	*	*	34.2	6.7	*	*	23.5	4.5	*	*
16-Jun-17#	#	#	*	*	223.0	189.5	*	*	204.0	252.0	*	*
17-Jun-17	7.3	8.1	*	*	96.3	91.2	*	*	51.5	58.5	*	*
19-Jun-17	8.1	8.4	*	*	180.5	35.2	*	*	146.5	11.5	*	*
20-Jun-17#	#	#	*	*	77.8	26.1	*	*	65.0	22.0	*	*
21-Jun-17	7.9	8.5	*	*	163.0	151.5	*	*	141.0	98.5	*	*
22-Jun-17#	#	#	*	*	54.0	5.7	*	*	55.0	<2	*	*
23-Jun-17#	#	#	*	*	8.9	3.2	*	*	8.0	3.0	*	*
24-Jun-17	6.2	6.6	*	*	77.1	11.3	*	*	58.0	6.0	*	*
26-Jun-17	4.9	6.5	*	*	17.6	7.2	*	*	12.0	3.0	*	*
26-Jun-17#	#	#	*	*	21.4	7.0	*	*	*17.0*	<2	*	*
28-Jun-17	5.6	6.0	*	*	9.4	8.5	*	*	<2	5.0	*	*
30-Jun-17	7.4	7.2	*	*	20.9	7.5	*	*	14.0	<2	*	*

Remarks:

bold with underline indicated Limit Level exceedance

^# Additional water quality monitoring at the exceeded location(s) due to two consecutive monitoring days indicated Limit Level exceedance.

* water sampling was unable to carry out at WM2B and WM2B-C due to shallow water (water depth under 150mm)

Table 6-4 Water Quality Monitoring Results Associated Contracts 2 and 6

Date	Dissolved Oxygen (mg/L)		Turbidity (NTU)		Suspended Solids (mg/L)
Date	WM3x	WM3-C	WM3x	WM3-C	WM3x	WM3-C
2-Jun-17	6.5	6.8	9.9	10.9	16.0	16.0
5-Jun-17	7.0	7.2	13.2	9.9	12.0	12.0
7-Jun-17	4.1	6.3	14.8	12.4	11.0	15.0
9-Jun-17	4.9	4.6	9.1	2.0	6.5	6.0
13-Jun-17	8.4	8.1	84.5	156.5	69.5	145.5
15-Jun-17	7.2	7.7	11.8	3.7	12.0	6.5
17-Jun-17	7.0	8.4	58.2	4.5	54.0	5.0
19-Jun-17	7.8	7.9	27.1	26.7	28.5	37.0
20-Jun-17#	#	#	22.3	18.6	25.0	25.0
21-Jun-17	7.1	7.7	279.0	103.0	230.0	114.5
22-Jun-17#	#	#	164.0	10.8	204.0	54.0
23-Jun-17#	#	#	25.1	12.1	22.0	88.0
24-Jun-17	6.1	7.6	44.2	106.0	52.5	190.5
26-Jun-17	6.2	6.3	29.6	37.7	13.5	74.5
28-Jun-17	5.8	6.5	29.0	12.1	15.0	18.5
29-Jun-17#	#	#	14.9	13.3	6.0	17.0
30-Jun-17	7.6	7.5	13.4	7.1	14.0	12.0

*Remarks:*	bold with underline indicated Limit Level exceedance
	^# Additional water quality monitoring at the exceeded location(s) due to two consecutive monitoring days indicated Limit Level exceedance.

Table 6-5 Action and Limit (A/L) Levels Exceedance Recorded

Location	Dissolved Oxygen		Turbidity		Suspended Solids		Total Exceedance		Project Related exceedance
Location	AL	LL	AL	LL	AL	LL	AL	LL	AL	LL
WM1	0	0	0	1	0	1	0	2	0	0
WM2A(a)	0	0	0	8	1	8	1	16	0	0
WM2B	0	0	0	0	0	0	0	0	0	0
WM3x	0	0	0	5	0	3	0	8	0	0
WM4	0	0	0	2	0	2	0	4	0	0
No of Exceedance	0	0	0	16	1	14	1	30	0	0

6.2.3 In this Reporting Period, a total of thirty-one (31) Action level/ Limit Level (LL) exceedances, namely sixteen (16) LL exceedance of turbidity and fifteen (15) AL/ LL exceedances of Suspended Solids were recorded for the Project and they are summarized in Table 6-5. According to the investigation result, all the exceedances were concluded as non-project related.

6.2.4 NOE was issued to relevant parties upon confirmation of the monitoring result. The investigation results and summary of exceedances are summarized in Table 6-6. The details of the completed investigation reports for the exceedances are attached in Appendix N.

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
25 May 2017(last reporting period)	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.
23, 25 and 29 May 2017 (last reporting period)	WM2A(a)	NTU & SS	There were successive rainy days on 21 to 24 May 2017. The water quality in the river course was deteriorated due to rain and stir up sediment at the river bed. Moreover, it was observed that nylon dam was deflated and muddy water trapped in the nylon dam was flowing to downstream. 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 23 May were caused by rainstorm and exceedances on 25 and 29 May 2017 were due to residual impact of rain and not caused by the works under the Contract 6.
23, 24, 25 and 26 May 2017 (last reporting period)	WM3x	NTU & SS	Muddy water flowing from upstream of the site was observed and the source of muddy water was probably came from the adjacent villages. uddy QC-20 barrier steel columeel colume and panelMoreover, the monitored channel also received the storm water from road surface of Sha Tau Kok Road and the water quality at WM3x was highly affected by road runoff especially during rainy day. 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 23 to 26 May 2017 were unlikely caused by the works under the Project.
13, 14 and 15 June 2017	WM2A(a)	NTU & SS	There were successive rainy days on 13 to 15 June 2017 in which red rainstorm signal was issued on 13 June 2017. The water quality throughout the river course was highly affected by the stirred up sediment and muddy runoff from the surrounding environment. On 14 and 15 June 2017, it was observed that the nylon dam was deflated and muddy water trapped in the nylon dam was flowing to downstream. 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 13 June 2017 was caused by the rainstorm and the exceedances on 14 and 15 June 2017 were due to residual impact of rain and not due to works under Contract 6.
17, 21, 22, 23 and 28 June 2017	WM3x	NTU & SS	Muddy water flowing from upstream of the site was observed and the source of muddy water was probably came from the adjacent villages. According to weather data record from HKO, there were successive rainy days on 17 to 21 June 2017 and the water quality in the river course was deteriorated by rain and stirred up sediment. Moreover, the monitored channel also received the storm water from road surface of Sha Tau Kok Road and the water quality at WM3x was highly affected by road runoff especially during rainy day. 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 24, 26, 29 and 30 June 2017 were unlikely caused by the works under the Project.
21 Jun 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.
21 and 22 June 2017	WM4	NTU & SS	According to the rainfall record from HKO, there was rainstorm (95.9mm) on 21 June 2017. The water quality throughout the water channel was deteriorated by the stirred up sediment and runoff from the surrounding environment. During weekly site inspection, no adverse water quality impact was observed with the mitigation measures implemented by the Contractor. The site condition was generally in order and no abnormal situation under the Contract was identified. In our investigation, it is considered that exceedances on 21 and 22 June 2017 were unlikely related to the works under the Contracts 2 and 3.
19, 20, 21 and 22 June 2017	WM2A(a)	NTU & SS	According to the weather information from HKO, there were successive rainy days on 19 to 21 June 2017. The water quality throughout the river course was highly affected by the stirred up sediment and muddy runoff from the surrounding environment. On 19 and 22 June 2017, it was observed that the nylon dam was deflated and muddy water trapped in the nylon dam was flowing to downstream. 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 19, 20 and 21 June 2017 was caused by the rainstorm and the exceedances on 22 June 2017 were due to residual impact of rain and not due to works under Contract 6.
24 and 26 June 2017	WM2A(a)	NTU & SS	According to the weather information from HKO, there were successive rainy days on 23 to 25 June 2017. The water quality throughout the river course was highly affected by the stirred up sediment and muddy runoff from the surrounding environment. On 24 June 2017, it was observed that the nylon dam was deflated and muddy water trapped in the nylon dam was flowing to downstream. No abnormal phenomenon was observed on 27 June 2017. 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 was due to natural variation and unlikely caused by the works under Contract 6.

7 Ecology Monitoring

7.1 General

7.1.1 Ecology monitoring for woodland compensation was shall be conducted at bi-monthly interval. The last ecological monitoring report (March-April 2017) was submitted to EPD. In the Reporting Period, the ecological monitoring was carried out on 9 and 23 June 2017.

8 Waste Management

8.1 General Waste Management

8.1.1 Waste management was carried out in accordance with the Waste Management Plan (WMP) for each contract.

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; and

l Excavated Soil.

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

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

Type of Waste

Contract 2

Contract 3

Contract 4

Contract 6

Contract 7

Contract SS C505

Total Qty.

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

C&D Materials (Inert)

(in '000m³)

14.5546

1.249

1.108

0.317

8.813

26.0416

Reused in this Contract (Inert)

(in '000 m³)

0.5364

0.150

0.317

1.0034

Reused in other Contracts/ Projects (Inert)

(in '000 m³)

13.5970

C6/ NENT# & other projects approved by the ER

13.597

Disposal as Public Fill (Inert)

(in '000 m³)

0.4212

Tuen Mun 38

0.948

Tuen Mun 38

1.108

Tuen Mun 38

0.317

Tuen Mun 38

8.496

TKO 137

11.2902

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 for the Project

Type of Waste

Contract 2

Contract 3

Contract 4

Contract 6

Contract 7

Contract SS C505

Total

Quantity

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Qty.

Disposal location

Recycled Metal (‘000kg) #

97.36

Licensed collector

338.580

Licensed collector

439.94

Recycled Paper / Cardboard Packing (‘000kg) #

0.30

Licensed collector

0.04

Licensed collector

0.710

Licensed collector

1.05

Recycled Plastic (‘000kg) #

1.6730

Licensed collector

0.001

Licensed collector

0.036

Licensed collector

1.71

Chemical Wastes (‘000kg) #

1.6840

Licensed collector

1.684

General Refuses (‘000m³)

0.1745

NENT

0.135

NENT

0.258

NENT

0.04

NENT

0.878

NENT

1.4855

Remark #: Unit of recycled metal, recycled paper/ cardboard packing, recycled plastic and chemical waste for Contract 3 was in (‘000m³).

9 Site Inspection

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.

9.2 Findings / Deficiencies During the Reporting Month

Contract 2

9.2.1 In the Reporting Period, joint site inspection for Contract 2 to evaluate the site environmental performance has been carried out by the RE, IEC, ET and the Contractor on 2, 9, 16, 23 and 30 June 2017. No non-compliance was noted.

9.2.2 The findings / deficiencies of Contract 2 that observed during the weekly site inspection are listed in Table 9-1.

Table 9-1 Site Observations for Contract 2

Date	Findings / Deficiencies	Follow-Up Status
2 June 2017	Ÿ The mud cumulated near the discharge outlet should be cleaned to prevent contamination with the surface run-off. (South Portal)	Ÿ The mud cumulated near the discharge outlet was cleared.
9 June 2017	Ÿ It was reminded that dust suppression measures should be provided for the dusty works such as breaking. (Admin Building)	Ÿ Not required for reminder.
16 June 2017	Ÿ The footing of site hoarding should be sealed properly. Also, the overflow muddy water and silt trapped in the drainage pit during rainstorm should be cleaned. (Admin Building)	Ÿ Walkway was cleaned immediately and further seal up the hoarding, also silts trapped at the drainage pit after the heavy rain was cleaned.
23 June 2017	Ÿ Housekeeping should be inproved. C&D waste and general refuse scattered on site should be cleaned. Also, ponding water cumulated on site after rainstorm should be removed or provide proper mitigation measures to prevent mosquito breeding. (Mid-Vent) Ÿ Waste battery placing at the site entrance was observed. All chemical waste should be stored at the designated chemical waste storage area. (Mid-Vent)	Ÿ C&D waste and general refuse were have been cleared and housekeeping of the construction site was improved. Also, the ponding water cumulated on site was removed and larvicide oil was applied in all suspected areas. Ÿ The waste battery was placed in the chemical storage room immediately.
30 June 2017	Ÿ Cumulative sediment was observed in the basin which collecting the hillside water, the Contractor should clear the thick sediment properly and ensure the diverted water not being contaminated. (North Portal)	Ÿ The cumulative sediment of the basin was removed.

Contract 3

9.2.3 In the Reporting Period, joint site inspection for Contract 3 to evaluate the site environmental performance has been carried out by the RE, IEC, ET and the Contractor on 5, 15, 21 and 29 June 2017. No non-compliance was noted.

9.2.4 The findings / deficiencies of Contract 3 that observed during the weekly site inspection are listed in Table 9-2.

Table 9-2 Site Observations for Contract 3

Date	Findings / Deficiencies	Follow-Up Status
5 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
15 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
21 June 2017	Ÿ The Contractor was reminded to cover the stockpile stored on-site properly to prevent it being washed away during rainy days.	Ÿ Not required for reminder.
29 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA

Contract 4

9.2.5 In the Reporting Period, joint site inspection for Contract 4 to evaluate the site environmental performance has been carried out by the RE, ET and the Contractor on 1, 8, 16, 19 and 30 June 2017 in which IEC joined the site inspection on 19 June 2017. No non-compliance was noted.

9.2.6 The findings / deficiencies of Contract 4 that observed during the weekly site inspection are listed in Table 9-3.

Table 9-3 Site Observations for Contract 4

Date	Findings / Deficiencies	Follow-Up Status
1 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
8 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
16 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
19 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
30 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA

Contract 6

9.2.7 In the Reporting Period, joint site inspection for Contract 6 to evaluate the site environmental performance has been carried out by the RE, IEC, ET and the Contractor on 1, 8, 15, 22 and 29 June 2017. No non-compliance was noted.

9.2.8 The findings / deficiencies of Contract 6 that observed during the weekly site inspection are listed in Table 9-4.

Table 9-4 Site Observations for Contract 6

Date	Findings / Deficiencies	Follow-Up Status
1 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
8 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
15 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
22 June 2017	Ÿ The Contractor was reminded that the exposed soil surface adjacent to the river course should be covered with tarpaulin sheet to minimize muddy runoff. (Bridge D)	Ÿ Not required for reminder.
29 June 2017	Ÿ Muddy trails on public road along the site area near Nylon Dam was observed, the Contractor should clean up the mud and maintain the cleanliness on the public road. Ÿ Muddy trails and wastewater from vehicle washing was observed at the site exit/entrance of DongDongShan, the Contractor should ensure all vehicles should be properly washed prior leaving the site and maintain the cleanliness on the public road. Ÿ It was reminded that mitigation measures should be provided to the exposed slope along any water course.	Ÿ The muddy trails were cleared. Ÿ The muddy trails and wastewater were cleared.

Contract SS C505

9.2.9 In the Reporting Period, joint site inspection for Contract SS C505 to evaluate the site environmental performance has been carried out by the RE, ET and the Contractor on 7, 14, 21 and 28 June 2017 in which IEC joined the site inspection on 28 June 2017. No non-compliance was noted.

9.2.10 The findings / deficiencies of Contract SS C505 that observed during the weekly site inspection are listed in Table 9-5.

Table 9-5 Site Observations for Contract SS C505

Date	Findings / Deficiencies	Follow-Up Status
31 May 2017 (last reporting month)	Ÿ Chemical containers without drip tray were observed near Building 7 and at PTB. The Contractor should place the containers on drip tray to avoid land contamination.	Ÿ Chemical containers were removed from site area
7 June 2017	Ÿ The Contractor was reminded to remove stagnant water within site area.	Ÿ Not required for reminder.
14 June 2017	Ÿ Construction wastes were observed on the ground. The contractor was advised to dispose wastes regularly. Ÿ The Contractor was reminded to clean the ponding water within site area after raining.	Ÿ Construction wastes on the ground were removed. Ÿ Not required for reminder.
21 June 2017	Ÿ Wastes were observed at work area of PTB East. The Contractor was advised to dispose wastes regularly and perform house-keeping. Ÿ The Contractor was reminded to clean the ponding water within site area after raining.	Ÿ The wastes were disposed regularly. Ÿ Not required for reminder.
28 June 2017	Ÿ Air compressor without NRMM label was observed at building 2. The Contractor was advised to provide NRMM label for the air compressor.	Ÿ NRMM label was provide for air compressor.
	Ÿ The same air compressor without noise emission label was observed at building 2. The Contractor was advised to provide noise emission label for the air compressor.	Ÿ Noise emsision label was provided fo air compression.
	Ÿ Stagnant water was observed at the channel of building6. The contractor was advised to clean the stagnant water to avoid mosquito breeding.	Ÿ Pump device was provided on stie to pump away stagnant water.

Contract 7

9.2.11 In the Reporting Period, joint site inspection for Contract 7 to evaluate the site environmental performance has been carried out by the RE, IEC, ET and the Contractor on 6, 16, 19 and 30 June 2017. No non-compliance was noted.

9.2.12 The findings / deficiencies of Contract 7 that observed during the weekly site inspection are listed in Table 9-6.

Table 9-6 Site Observations for Contract 7

Date	Findings / Deficiencies	Follow-Up Status
6 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
16 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
19 June 2017	Ÿ No adverse environmental issue was observed.	Ÿ NA
30 June 2017	Ÿ Stockpile without covering was observed, the Contractor should cover the stockpile with tarpaulin sheet to minimize dust impact.	Ÿ NA

9.2.13 General housekeeping such as daily site tidiness and cleanliness should be maintained for all Contracts. Furthermore, the Contractors were reminded to implement Waste Management Plan of the Project.

10 Environmental Complaint and Non-Compliance

10.1 Environmental Complaint, Summons and Prosecution

10.1.1 In the Reporting Period, no environmental complaint, summons and prosecution under the EM&A Programme was lodged for all Contracts.

10.1.2 The statistical summary table of environmental complaint is presented in Tables 10-1, 10-2 and 10-3.

Table 10-1 Statistical Summary of Environmental Complaints

Reporting Period	Contract No	Environmental Complaint Statistics			Project related complaint
Reporting Period	Contract No	Frequency	Cumulative	Complaint Nature	Project related complaint
19 May 2014 – 31 May 2017	Contract 2	0	29	Ÿ (17)Water Quality Ÿ (7) Dust Ÿ (4) Noise Ÿ (1) dust & noise	(5) water (2) dust (1) noise
06 Nov 2013 – 31 May 2017	Contract 3	0	5	Ÿ (1) Dust Ÿ (3) Water quality Ÿ (1) Noise	0
16 Aug 2013 – 31 May 2017	Contract 5	0	4	Ÿ (3) Dust Ÿ (1) Noise	0
16 Aug 2013 – 31 May 2017	Contract 6	0	32	Ÿ (23) Water Quality Ÿ (6) Dust Ÿ (2) Noise Ÿ (1) Nuisance	(6) water (2) dust (1) Nuisance
15 Feb 2016 – 31 May 2017	Contract 7	0	1	Ÿ (1) Noise	0
16 Aug 2013 – 31 May 2017	SS C505	0	2	Ÿ (1) Noise Ÿ (1) dust	0
1 – 30 June 2017	Contract 2	0	29	Ÿ (17)Water Quality Ÿ (7) Dust Ÿ (4) Noise Ÿ (1) dust & noise	NA
	Contract 3	0	5	Ÿ (1) Dust Ÿ (3) Water quality Ÿ (1) Noise	NA
	Contract 4	0	0	NA	NA
	Contract 6	0	32	Ÿ (23) Water Quality Ÿ (6) Dust Ÿ (2) Noise Ÿ (1) Nuisance	NA
	Contract 7	0	1	Ÿ (1) Noise	NA
	SS C505	0	2	Ÿ (1) Noise Ÿ (1) dust	NA

Table 10-2 Statistical Summary of Environmental Summons

Reporting Period	Contract No	Environmental Summons Statistics
Reporting Period	Contract No	Frequency	Cumulative	Complaint Nature
19 May 2014 – 31 May 2017	Contract 2	0	0	NA
06 Nov 2013 – 31 May 2017	Contract 3	0	0	NA
16 Aug 2013 – 31 May 2017	Contract 5	0	0	NA
16 Aug 2013 – 31 May 2017	Contract 6	0	0	NA
15 Feb 2016 – 31 May 2017	Contract 7	0	0	NA
16 Aug 2013 – 31 May 2017	SS C505	0	0	NA
1 – 30 June 2017	Contract 2	0	0	NA
	Contract 3	0	0	NA
	Contract 4	0	0	NA
	Contract 6	0	0	NA
	Contract 7	0	0	NA
	SS C505	0	0	NA

Table 10-3 Statistical Summary of Environmental Prosecution

Reporting Period	Contract No	Environmental Prosecution Statistics
Reporting Period	Contract No	Frequency	Cumulative	Complaint Nature
19 May 2014 – 31 May 2017	Contract 2	0	0	NA
06 Nov 2013 – 31 May 2017	Contract 3	0	0	NA
16 Aug 2013 – 31 May 2017	Contract 5	0	0	NA
16 Aug 2013 – 31 May 2017	Contract 6	0	0	NA
15 Feb 2016 – 31 May 2017	Contract 7	0	0	NA
16 Aug 2013 – 31 May 2017	SS C505	0	0	NA
1 – 30 June 2017	Contract 2	0	0	NA
	Contract 3	0	0	NA
	Contract 4	0	0	NA
	Contract 6	0	0	NA
	Contract 7	0	0	NA
	SS C505	0	0	NA

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 M.

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, 4, 5, 6, 7 and Contract SS C505 in this Reporting Period are summarized in Table 11-1.

Table 11-1 Environmental Mitigation Measures

Issues	Environmental Mitigation Measures
Water Quality	· Wastewater to be treated by the wastewater treatment facilities i.e. sedimentation tank or similar facility before discharge.
Air Quality	· Maintain damp / wet surface on access road · Low vehicular speed within the works areas. · All vehicles must use wheel washing facility before off site · Sprayed water during breaking works · A cleaning truck was regularly performed on the public road to prevent fugitive dust emission
Noise	· Restrain operation time of plants from 07:00 to 19:00 on any working day except for Public Holiday and Sunday. · Keep good maintenance of plants · Place noisy plants away from residence or school · Provide noise barriers or hoarding to enclose the noisy plants or works · Shut down the plants when not in used.
Waste and Chemical Management	· On-site sorting prior to disposal · Follow requirements and procedures of the “Trip-ticket System” · Predict required quantity of concrete accurately · Collect the unused fresh concrete at designated locations in the sites for subsequent disposal
General	· The site was generally kept tidy and clean.

11.2 Tentative Construction Activities in the Coming Month

11.2.1 As advised by the ER, the construction works under Contract 5 was substantially completed on 31 August 2016. Construction activities for other Contracts in the coming month are listed below:

Contract 2

Mid-Vent Portal	Ÿ Adit tunnel water proofing and lining Ÿ Stud tunnel post-excavation activities and earthworks Ÿ Ventilation building superstructure and internal structure works Ÿ Structure connecting the adit tunnel, and ventilation building Ÿ Erection of enclosure for the extraction fan at the adit
North Portal	Ÿ Southbound tunnel enlargement, waterproofing and lining Ÿ Southbound tunnel internal structure, backfilling and construction of cross passage Ÿ Northbound tunnel top-heading and bench excavation, waterproofing and lining Ÿ Erection of acoustic curtain door and tunnel door for Northbound and Southbound tunnels North ventilation building superstructure, internal structure and backfilling
South Portal	Ÿ Southbound and Northbound D&B excavation and mucking out Ÿ South ventilation building superstructure, internal structure and backfilling Ÿ Southbound and Northbound tunnel invert, waterproofing and lining Ÿ Tunnel breakthrough to Mid-Vent Portal
Admin Building	Ÿ Construction of permanent drainage and fencing wall Ÿ Building internal structure, fitting out work, curtain wall, UU and E&M installation

Contract 3

Ÿ Construction of Boundary Wall for Pumping Station

Ÿ Cable detection and trial trenches

Ÿ Installation of Noise Barrier steel column & panel

Ÿ Remaining works on New Kiu Tau Footbridge

Ÿ Mini-pile Installation Works

Ÿ Noise barrier construction

Ÿ Pier / Pier Table construction

Ÿ Pipe Jacking Works DN2200 Water Mains

Ÿ Road works

Ÿ Viaduct segment erection

Ÿ Water Main Laying

Ÿ Parapet Installation

Ÿ Planter wall construction

Ÿ Construction of Profile barrier on Viaduct Deck

Ÿ Drainage Work

Ÿ Stressing of External Tendon

Ÿ Pit construction for heading works

Ÿ Construction of Abutment Wall

Ÿ Installation of noise barrier steel column and panel

Contract 4

Ÿ System design

Ÿ E&M installation at Admin Building

Contract 6

Ÿ Bored Piling

Ÿ Bridge Pier Construction

Ÿ Segment section

Ÿ Sewage Treatment Plant Construction

Ÿ Tunnel Works

Ÿ Tunnel Ventilation Building Construction

Contract 7

Ÿ U-trough and abutment construction at Bridge A and Bridge E

Ÿ Column construction at Bridge A and E

Ÿ Column and deck construction at Bridge B and D

Ÿ Roof floor construction of Bridge C

Contract SS C505

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

Ÿ ABWF Works for Building no.36

Ÿ Tower crane operation

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

Ÿ Underground drainage works, Road Works, CLP Cable laying and Landscaping

Ÿ Formwork and falsework for PTB’s slab construction and Bridges Decks

Ÿ Construction PTB M/F, 1/F, 2/F and Roof flat slab

Ÿ Steel beam works for maintenance platform for PTB

Ÿ PTB backfilling works

Ÿ Elevated Walkway E1, E2, E3 and E4 construction

Ÿ Bridge deck construction for Bridges 1 - 5

11.3 Key Issues for the Coming Month

11.3.1 Key issues to be considered in the coming month for Contracts 2, 3, 4, 6, 7 and SS C505 include:

Ÿ Implementation of control measures for rainstorm;

Ÿ Regular clearance of stagnant water during wet season;

Ÿ Implementation of dust suppression measures at all times;

Ÿ Potential wastewater quality impact due to surface runoff;

Ÿ Potential fugitive dust quality impact due from the dry/loose/exposure soil surface/dusty material;

Ÿ Disposal of empty engine oil containers within site area;

Ÿ Ensure dust suppression measures are implemented properly;

Ÿ Sediment catch-pits and silt removal facilities should be regularly maintained;

Ÿ Management of chemical wastes;

Ÿ Discharge of site effluent to the nearby wetland, stockpiling or disposal of materials, and any dredging or construction area at this area are prohibited;

Ÿ Follow-up of improvement on general waste management issues; and

Ÿ Implementation of construction noise preventative control measures

12 Conclusions and Recommendations

12.1 Conclusions

12.1.1 This is the 47^th monthly EM&A report presenting the monitoring results and inspection findings for the Reporting Period from 1 to 30 June 2017.

12.1.2 For air quality monitoring, no 1-hour and 24-hour TSP monitoring results triggered the Action or Limit Levels were recorded. No NOEs or the associated corrective actions were therefore issued.

12.1.3 In the Reporting Period, no construction noise measurement results that exceeded the Limit Level were recorded. Moreover, no valid noise complaint which triggered an Action Level exceedance was recorded.

12.1.4 For water quality monitoring, a total of thirty-one (31) Action level/ Limit Level (LL) exceedances, namely sixteen (16) LL exceedance of turbidity and fifteen (15) AL/ LL exceedances of Suspended Solids were recorded for the Project and they are summarized in Table 6-5. According to the investigation result, all the exceedances were concluded as non-project related.

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

12.1.6 In this Reporting Period, no environmental complaints were received under the EM&A Programme.

12.1.7 During the Reporting Period, weekly joint site inspection by the RE, IEC, ET with the relevant Main-contractor were carried out for Contracts 2, 3, 4, 6 and 7 in accordance with the EM&A Manual stipulation. For Contract SS C505, weekly joint site inspection was carried out by the RE, IEC, ET and main-contractor whereas IEC performed monthly site inspection. No non-compliance observed during the site inspection.

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.




			Job No.: TCS00694/13

			Agreement No. CE 45/2008 (CE) Liantang/Heung Yuen Wai Boundary Control Point and Associated Works

			Monthly Environmental Monitoring and Audit Report (No.47) – June 2017
			Prepared For
			Civil Engineering and Development Department (CEDD)

Version	Date	Remarks
1	10 July 2017	First Submission
2	13 July 2017	Amended according to the IEC’s comments on 12 July 2017

Environmental Aspect	Environmental Monitoring Parameters / Inspection	Reporting Period
Environmental Aspect	Environmental Monitoring Parameters / Inspection	Number of Monitoring Locations to undertake	Total Occasions
Air Quality	1-hour TSP	9	147
Air Quality	24-hour TSP	9	54
Construction Noise	L_eq_(30min)Daytime	10	45
Water Quality	Water in-situ measurement and/or sampling	WM1 & WM1-C	13 Scheduled & 2 extra
		WM2A(a) & WM2A-Cx	13 Scheduled & 6 extra
		WM2B & WM2B-C	(*) 13 Scheduled
		WM3x &WM3-C	13 Scheduled & 4 extra
		WM4, WM4-CA &WM4-CB	13 Scheduled & 2 extra
Ecology	Woodland compensation i) General Health condition of planted species ii) Survival of planted species	9 Quadrats	1
Joint Site Inspection / Audit	IEC, ET, the Contractor and RE joint site Environmental Inspection and Auditing	Contract 2	5
		Contract 3	4
		Contract 4 (#)	5
		Contract 6	5
		Contract 7	4
		Contract SS C505 (#)	4