Contents

EXECUTIVE SUMMARY  1

1. Introduction  3

1.1 Background  3

1.2 Project Description  3

1.3 Scope of the EM&A Report  4

1.4 Project Organisation  4

1.5 SUMMARY OF CONSTRUCTION WORKS  5

1.6 SUMMARY OF EM&A PROGRAMME REQUIREMENTS 6

1.7 Status of Statutory Environmental Compliance with the Environmental Permit 9

1.8 STATUS OF OTHER STATUTORY ENVIRONMENTAL REQUIREMENTS 9

2. EM&A RESULTS 11

2.1 Air Quality Monitoring 11

2.2 Noise Monitoring 42

2.3 Water Quality Monitoring 44

2.4 Landfill Gas Monitoring  55

2.5 LANDSCAPE AND VISUAL Monitoring 64

2.6 EM&A Site Inspection  64

2.7 Waste Management Status 71

2.8 IMPLEMENTATION STATUS OF ENVIRONMENTAL MITIGATION MEASURES 72

2.9 Summary of Exceedances of the Environmental Quality Performance Limit 72

2.10 Summary of Complaints, Notification of Summons and Successful Prosecutions 73

3. conclusion and recommendations  60

Annex A Work Programme

Annex B ENVIRONMENTAL MITIGATION IMPLEMENTATION SCHEDULE

Annex C MONITORING SCHEDULE FOR THIS REPORTING PERIOD

Annex D Air Quality

Annex D1 24-hour tsp monitoring results

Annex D2 event and action plan for air quality monitoring

Annex D3 METEOROLOGICAL DATA

Annex D4 ODOUR MONITORING results

Annex D5 THERMAL OXIDIZER, LANDFILL GAS FLARE AND LANDFILL GAS GENERATOR STACK EMISSION MONITORING RESULTS

Annex D6 ambient vocs, AMMONIA AND h2s monitoring results

Annex D7 INVESTIGATION REPORTS OF ENVIRONMENTAL QUALITY LIMIT EXCEEDANCE

Annex E Noise

Annex E1 NOISE MONITORING RESULTS

Annex E2 EVENT AND ACTION PLAN FOR NOISE MONITORING

Annex F Water Quality

Annex F1 SURFACE WATER QUALITY MONITORING RESULTS

Annex F2 EVENT AND ACTION PLAN FOR WATER QUALITY MONITORING

Annex F3 LEACHATE LEVELS MONITORING RESULTS

Annex F4 EFFLUENT QUALITY MONITORING RESULTS

Annex F5 GROUNDWATER MONITORING RESULTS

Annex F6 INVESTIGATION REPORTS OF ENVIRONMENTAL QUALITY LIMIT EXCEEDANCE

Annex G Landfill Gas

Annex G1 LANDFILL GAS MONITORING LOCATIONS FOR SERVICE VOIDS, UTILITIES AND MANHOLES ALONG THE SITE BOUNDARY AND WITHIN THE SENTX SITE

Annex G2 LANDFILL GAS MONITORING RESULTS

Annex G3 EVENT AND ACTION PLAN FOR LANDFILL GAS MONITORING

Annex G4 INVESTIGATION REPORTS OF ENVIRONMENTAL QUALITY LIMIT EXCEEDANCE

Annex H CUMULATIVE STATISTICS ON EXCEEDANCES, ENVIRONMENTAL COMPLAINTS, NOTIFICATION OF SUMMONS AND STATUS OF PROSECUTION

EXECUTIVE SUMMARY

The SENT Landfill Extension (SENTX) forms an integral part in the Strategic Plan in maintaining the continuity of landfill capacity in the Hong Kong for the cost-effective and environmentally satisfactory disposal of waste.  ERM-Hong Kong, Limited (ERM) is commissioned to undertake the role of Environmental Team (ET) for the construction, operation/restoration and aftercare of SENTX Project (“the Project”) in accordance with the requirements specified in the Environmental Permit (EP), updated Environmental Monitoring and Audit (EM&A) Manual, the approved Environmental Impact Assessment (EIA) Report of the Project taking account of the latest design and other relevant statutory requirements. The construction (not including works related to site clearance and preparation) and operation of the Project commenced on 2 January 2019 and 21 November 2021, respectively.

This Annual EM&A report presents the EM&A works carried out during the period from 1 January 2024 to 31 December 2024 for the Project in accordance with the updated EM&A Manual. 

Exceedance of Action and Limit Levels for Air Quality

Four exceedances of Action and Limit Levels for dust (TSP), two exceedances of Limit Level for landfill gas flare stack emission (Benzene) and one exceedance of Limit Levels for landfill gas flare stack emission (carbon monoxide (CO)) were recorded for air quality monitoring in the reporting period.

The TSP exceedances at AM1 on 2 and 8 January 2024, 14 and 26 March 2024 were considered non Project-related upon further investigation.

The landfill gas flare stack emission (Benzene and CO) exceedances on 18 April 2024 and landfill gas flare stack emission (Benzene) exceedance on 9 May 2024 were considered Project-related upon further investigation.

Exceedance of Action and Limit Levels for Noise

No exceedance of Action and Limit Levels for operation/restoration phase noise monitoring was recorded in the reporting period. 

Exceedance of Action and Limit Levels for Water Quality

One exceedance of the Limit Levels for surface water (ammoniacal-nitrogen), two exceedances of the Limit Levels for surface water (suspended Solids (SS)), four exceedances of the Limit Level for groundwater (ammoniacal-nitrogen), twelve exceedances of the Limit Level for groundwater (COD) were recorded for water quality impact monitoring in the reporting period.

The surface water (ammoniacal-nitrogen) exceedance at DP3 and the surface water (SS) exceedances at DP4 and DP6 on 6 May 2024 and 12 June 2024, respectively, were found deemed to Project-related activities upon further investigation.

The groundwater (ammoniacal-nitrogen) exceedance at MWX-6 on 6 March 2024, at MWX-5 on 3 May 2024, and at MWX-7 on 5 August 2024 and 3 December 2024 were considered non Project-related upon further investigation. The groundwater (COD) exceedances at MWX-5 on 3 May 2024, at MWX-6 on 8 January 2024, 1 February 2024, 6 March 2024, 10 April 2024 and 3 May 2024, at MWX-7 on 12 June 2024, 5 July 2024 and 5 August 2024 and 3 December 2024, at MWX-8 on 6 March 2024 and at MWX-9 on 5 July 2024 were considered non Project-related upon further investigation.

Exceedance of Action and Limit Levels for Landfill Gas

One exceedance of the Limit Level for perimeter landfill gas (carbon dioxide) was recorded for landfill gas monitoring in the reporting period. The perimeter landfill gas (carbon dioxide) exceedance at LFG17 on 13 August 2024 was considered non Project-related upon further investigation.

Environmental Complaints, Summons and Prosecutions

There were no complaints, notification of summons or prosecution recorded in the reporting period.

Reporting Change

There was no reporting change in the reporting period.

1. Introduction

1.1 Background

The SENT Landfill Extension (SENTX) forms an integral part in the Strategic Plan in maintaining the continuity of landfill capacity in the Hong Kong for the cost-effective and environmentally satisfactory disposal of waste. The Environmental Impact Assessment (EIA) Report and the associated Environmental Monitoring and Audit (EM&A) Manual for the construction, operation, restoration and aftercare of the SENTX (hereafter referred to as “the Project”) have been approved under the Environmental Impact Assessment Ordinance (EIAO) in May 2008 (Register No.: AEIAR-117/2008) (hereafter referred to as the approved EIA Report) and an Environmental Permit (EP-308/2008) (EP) was granted by the Director of Environmental Protection (DEP) on 5 August 2008. 

Since then, applications for Variation of an Environmental Permit (No. VEP-531/2017) were submitted to EPD and the Variation of Environmental Permits (EP-308/2008/A and EP-308/2008/B) were granted on 6 January 2012 and 20 January 2017, respectively, as the Hong Kong SAR Government has decided to reduce the scale of the design scheme of SENTX assessed in the approved EIA Report and SENTX will only receive construction waste. In May 2018, a Further Environmental Permit (FEP) (FEP-01/308/2008/B) was granted to the SENTX contractor, Green Valley Landfill, Limited (GVL). In February 2024, VEPs (EP-308/2008/C and FEP-01/308/2008/C) were granted to the Environmental Infrastructure Division of EPD and GVL, regarding updates on alternative measures to minimise surface odour emission.

ERM-Hong Kong, Limited (ERM) and Meinhardt Infrastructure and Environment Limited (Meinhardt) are commissioned to undertake the roles of Environmental Team (ET) and the Independent Environmental Checker (IEC), respectively, to undertake the EM&A activities for the Project in accordance with the requirements specified in the EP, updated EM&A Manual ([1]), approved EIA Report ([2]) taking account of the latest design and other relevant statutory requirements.

1.2 Project Description

The SENTX is a piggyback landfill, occupying the southern part of the existing SENT Landfill (including its infrastructure area) and 13 ha of Tseung Kwan O (TKO) Area 137. A layout plan of the SENTX is shown in Figure 1.1. Under the latest design, the SENTX has a net void capacity of about 6.5 Mm³ and provides an additional lifespan of about 6 years, commencing operation upon exhaustion of the SENT Landfill. The SENTX will receive construction waste only.

The key implementation milestones of the Project are indicatively summarised in Table 1.1. The construction works and operation of the Project commenced on 2 January 2019 and 21 November 2021, respectively.

Table 1.1  Estimated Key Dates of Implementation Programme

Key Stage of the Project	Indicative Date
Start construction	2 January 2019
Commissioning of new infrastructure facilities	2020
Demolition of existing infrastructure facilities	2021
Start waste intake at SENTX	21 November 2021
Estimated exhaustion date of SENTX	2027
End of aftercare for SENTX	2057

The major construction works of the SENTX includes:

• Site formation at the TKO Area 137 and the existing infrastructure area at SENT Landfill;

• Construction of surface and groundwater drainage systems;

• Construction of the leachate containment and collection systems;

• Construction of new leachate and landfill gas treatment facilities, site offices, maintenance yards at the new infrastructure area;

• Construction of new pipelines to transfer the leachate and landfill gas collected from the existing SENT Landfill to the treatment facilities at the new infrastructure area;

• Construction of the site access and new waste reception facilities; and

• Demolition of the facilities at the existing SENT Landfill infrastructure area.

1.3 Scope of the EM&A Report

This is the Annual EM&A Report for the Project which summarises the key findings of the EM&A programme during the reporting period from 1 January 2024 to 31 December 2024 for the construction and operation works.

1.4 Project Organisation

The organisation structure of the Project is presented in Figure 1.2.

Figure 1.2   Organisation Chart

Contact details of the key personnel are summarised in Table 1.2 below.

Table 1.2  Contact Information of Key Personnel

Party	Position	Name	Telephone
Contractor (Green Valley Landfill Limited)	Project Manager	Carl Lai	2706 8829
Environmental Team (ET) (ERM-Hong Kong, Limited)	ET Leader	Terence Fong	2271 3156
Independent Environmental Checker (IEC) (Meinhardt Infrastructure and Environment Limited)	IEC	Claudine Lee	2859 5409

1.5 SUMMARY OF CONSTRUCTION WORKS

The programme of the construction is shown in Annex A. As informed by the Contractor, the major works carried out in this reporting period include:

January 2024

• Maintenance and improvement of temporary surface water drainage;

• Weighbridge enhancement with C-easy;

• Testing and commissioning works at Diesel Fuel Tank; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

February 2024

• Maintenance and improvement of temporary surface water drainage;

• Weighbridge enhancement with C-easy;

• Testing and commissioning works at Diesel Fuel Tank; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

March 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

April 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

May 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

June 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

July 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

August 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 Cell 1X, 2X and Phase 2 Cell 3X west slopes.

September 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 and Phase 2 slopes.

October 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 and Phase 2 slopes.

November 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 and Phase 2 slopes.

December 2024

• Maintenance and improvement of temporary surface water drainage; and

• Restoration of Phase 1 and Phase 2 slopes.

· Restoration of Phase 1 Cell 1X.

The implementation schedule of the mitigation measured recommended in the Updated EM&A Manual is presented in Annex B.

1.6 SUMMARY OF EM&A PROGRAMME REQUIREMENTS

The status for all environmental aspects are presented in Table 1.3.  The EM&A requirements remained unchanged during the reporting period.

Table 1.3  Summary of Status for the Environmental Aspects under the Updated EM&A Manual

Parameters	Status
Air Quality
Baseline Monitoring	The results of baseline air quality monitoring were reported in Baseline Monitoring Report and Pre-operation Baseline Monitoring Report and submitted to EPD under EP Condition 3.3
Impact Monitoring	On-going
Noise
Baseline Monitoring	The results of baseline noise monitoring were reported in Baseline Monitoring Report and submitted to EPD under EP Condition 3.3
Impact Monitoring	On-going
Water Quality
Baseline Monitoring	The results of baseline surface water quality monitoring were reported in Baseline Monitoring Report and Pre-operation Baseline Monitoring Report and submitted to EPD under EP Condition 3.3
Impact Monitoring	On-going
Landfill Gas
Impact Monitoring	On-going
Waste Management
Waste Monitoring	On-going
Landscape and Visual
Baseline Monitoring	The results of baseline landscape and visual monitoring were reported in Baseline Monitoring Report and submitted to EPD under EP Condition 3.3
Operation Phase Audit	On-going
Site Environmental Audit
Regular Site Inspection	On-going
Complaint Hotline and Email Channel	On-going
Environmental Log Book	On-going

Taking into account the operation works, impact monitoring of air quality, noise, water quality, landfill gas and waste management were carried out in the reporting period. The impact monitoring schedule of air quality, noise, water quality and landfill gas monitoring are provided in Annex C.

The EM&A programme also involved environmental site inspections and related auditing conducted by the ET for checking the implementation of the required environmental mitigation measures recommended in the approved EIA Report and relevant EP submissions. To promote the environmental awareness and enhance the environmental performance of the contractors, environmental trainings and regular environmental management meetings were conducted during the reporting period, which are summarized as below:

· Twelve environmental management meetings were held with the Contractor, ER, ET, IEC and EPD on 18 January 2024, 22 February 2024, 21 March 2024, 24 April 2024, 23 May 2024, 20 June 2024, 18 July 2024, 15 August 2024, 26 September 2024, 24 October 2024, 21 November 2024 and 18 December 2024; and

· Environmental toolbox trainings on the following topics were provided by the Contractor to the workers:

· Persistent Organic Pollutant on 18 January 2024;

· Trip Ticket System on 24 January 2024;

· Indoor Air Quality on 8 February 2024;

· Green Procurement on 20 February 2024;

· Non-road Mobile Machinery (NRMM) on 13 March 2024;

· Waste Reduction in Construction Industry on 21 March 2024;

· Cut Down Construction Dust on 10 April 2024;

· Mosquito Prevention for Workers in Construction Sites on 25 April 2024;

· Renewable Energy on 16 May 2024;

· Chemical Waste Handling on 21 May 2024;

· Wastewater Management on 13 June 2024;

· Quality Powered Mechanical Equipment (QPME) on 18 June 2024;

· Good Vehicle Maintenance Practices on 11 July 2024;

· Air Pollution Dark Smoke on 30 July 2024;

· Coverage of Regulated Electrical Equipment (REE) Expanded on 8 August 2024;

· Mosquito Nuisance on 22 August 2024;

· Wastewater Handling, Discharge and Treatment Facility on 12 September 2024;

· Tree Protection Zone on 26 September 2024;

· Illegal Dumping on 10 October 2024;

· Noise control ordinance on 17 October 2024;

· Housekeeping (Material Storage) on 19 November 2024;

· Indoor Air Quality on 26 November 2024;

· Site Practice for Waste Reduction in Construction Industry on 31 December 2024; and

· Recycling on 31 December 2024.

1.7 Status of Statutory Environmental Compliance with the Environmental Permit

The status of statutory environmental compliance with the EP conditions under the EIAO, submission status under the EP and implementation status of mitigation measures are presented in Table 1.4. 

Table 1.4  Status of Submissions required under the EP and Implementation Status of Mitigation Measures

EP Condition	Submission / Implementation Status	Status
2.3	Management Organisation of Main Construction Companies	Submitted and accepted by EPD.
2.4	Setting up of Community Liaison Group	Community Liaison Group was set up.
2.5	Submission of Detailed Landfill Gas Hazard Assessment Report	Submitted and accepted by EPD on 10 January 2019.
2.6	Submission of Restoration and Ecological Enhancement Plan	Submitted to EPD on 28 June 2019.
2.7	Setting up of Trial Nursery	Trial Nursery works was commenced on 28 August 2019.
2.8	Advance Screen Planting	Advance Screen Planting works were completed on 28 June 2019.
2.9	Provision of Multi-layer Composite Liner System	Under implementation.

1.8 STATUS OF OTHER STATUTORY ENVIRONMENTAL REQUIREMENTS

The environmental licenses and permits (including EP, Water Pollution Control Ordinance (WPCO) discharge license, registration as a chemical waste producer, and construction noise permit) that are valid in the reporting period are presented in Table 1.5. No non-compliance with environmental statutory requirements was identified.

TABLE 1.5      STATUS OF STATUTORY ENVIRONMENTAL REQUIREMENTS

Description	Ref No.		Status
Environmental Permit	EP-308/2008		Granted on 5 August 2008
Variation of Environmental Permit	EP-308/2008/A		Granted on 6 January 2012
	EP-308/2008/B		Granted on 20 January 2017
	EP-308/2008/C		Granted on 29 February 2024
Further Environmental Permit	FEP-01/308/2008/B		Granted on 16 May 2018
	FEP-01/308/2008/C		Granted on 29 February 2024
Water Discharge License under WPCO (Permit Holder: GVL)	Licence No.: WT00041447-2022		Validity from 17 June 2022 to 30 June 2024
	Licence No.: WT10003277-2024		Validity from 23 August 2024 to 30 June 2026
Billing Account for Disposal of Construction Waste	Chit Account Number: 5001692		Approved on 28 December 2005
Registration as a Chemical Waste Producer (Permit Holder: GVL)	5296-839-G2228-01		Issued on 31 December 2015
Construction Noise Permit (Permit Holder: GVL)	GW-RE1146-23		Validity from 15 September 2023 to 14 March 2024
	GW-RE0307-24	Validity from 22 March 2024 to 14 September 2024
	GW-RE1103-24	Validity from 15 September 2024 to 14 March 2025

2. EM&A RESULTS

The EM&A programme for the Project required environmental monitoring for air quality, noise, water quality and landfill gas as well as environmental site inspections for air quality, noise, water quality, landfill gas, waste management, and landscape and visual impacts. The EM&A requirements and related findings for each component are summarised in the following sections.

2.1 Air Quality Monitoring

2.1.1 DUst Monitoring

2.1.1.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual of the Project, impact dust monitoring (in term of Total Suspended Particulates (TSP)) was carried out at the four designated locations along the site boundary (i.e. AM1, AM2, AM3 and AM4) during the operation/restoration phase, at a 6-day interval.

The Action and Limit Levels of the dust monitoring is provided in Table 2.1 below.

Table 2.1  Action and Limit Levels for 24-hour TSP

Monitoring Station	Action Level	Limit Level
AM1 - SENTX Site Boundary (North)	• 260 µg m-³	• 260 µg m-³
AM2 - SENTX Site Boundary (West, near DP3)
AM3 - SENTX Site Boundary (West, near RC15)
AM4 - SENTX Site Boundary (West, near EPD building)

High volume air samplers (HVSs) in compliance with the specifications listed under Section 3.2.2 of the updated EM&A Manual were used to measure 24-hour TSP levels at the dust monitoring stations. The HVSs were calibrated upon installation and thereafter at bi-monthly intervals to check the validity and accuracy of the results.

The equipment used in the impact dust monitoring programme and monitoring locations are summarised in Table 2.2 and illustrated in Figure 2.1, respectively.

Table 2.2  Dust Monitoring Details

Monitoring Station	Location	Parameter	Frequency and Duration	Monitoring Dates	Equipment
AM1	SENTX Site Boundary (North)	• 24-hour TSP	• Once every 6 days	2, 8, 14, 20, 26 Jan 2024 1, 7, 13, 19, 25 Feb 2024 2, 8, 14, 20, 26 Mar 2024 1, 7, 13, 19, 25 Apr 2024 1, 7, 13, 19, 25, 31 May 2024 6, 12, 18, 24, 30 Jun 2024 6, 12, 18, 24, 30 Jul 2024 5, 11, 17, 23, 29 Aug 2024 4, 10, 16, 22, 28 Sep 2024 4, 10, 16, 22, 28 Oct 2024 3, 9, 15, 21, 27 Nov 2024 3, 9, 15, 21, 27 Dec 2024	• Tisch TE-5170 (S/N: 3976)
AM2	SENTX Site Boundary (West, near DP3)				• Tisch TE-5170 (S/N: 3573)
AM3	SENTX Site Boundary (West, near RC15)				• Tisch TE-5170 (S/N: 3572)
AM4	SENTX Site Boundary (West, near EPD building)				· Tisch TE-5170 (S/N: 3957)

2.1.1.2 Monitoring Schedule for the Reporting Month

The schedule for dust monitoring during the reporting period is provided in Annex C.

2.1.1.3 Results and Observations

The 24-hour TSP monitoring results are summarised in Table 2.3. The detailed monitoring results and the graphical presentation of the 24-hour TSP monitoring results at each monitoring location are provided in Annex D1. 

Table 2.3  Summary of 24-hour TSP Monitoring Results in the Reporting Period

Month	Monitoring Station	Average 24-hr TSP Concentration (µg m^-3)		Action Level (µg/m^3)	Limit Level (µg/m^3)
		Average	Range
January 2024	AM1	185	82 – 301	260	260
	AM2	132	77 – 254	260	260
	AM3	165	147 – 196	260	260
	AM4	134	81 – 170	260	260
February 2024	AM1	59	28 – 83	260	260
	AM2	61	33 – 84	260	260
	AM3	71	30 – 102	260	260
	AM4	72	36– 95	260	260
March 2024	AM1	222	52 – 354	260	260
	AM2	158	47 – 220	260	260
	AM3	169	93 – 207	260	260
	AM4	158	134– 178	260	260
April 2024	AM1	74	43 – 100	260	260
	AM2	82	66 – 117	260	260
	AM3	79	56 – 97	260	260
	AM4	65	49 – 78	260	260
May 2024	AM1	108	32 – 241	260	260
	AM2	98	41 – 167	260	260
	AM3	127	28 – 242	260	260
	AM4	61	28 – 104	260	260
June 2024	AM1	39	36 – 46	260	260
	AM2	76	51 – 139	260	260
	AM3	73	56 – 96	260	260
	AM4	43	43 – 60	260	260
July 2024	AM1	72	20 – 143	260	260
	AM2	60	42 – 98	260	260
	AM3	125	55 – 235	260	260
	AM4	83	29 – 172	260	260
August 2024	AM1	75	23 – 107	260	260
	AM2	85	27 – 151	260	260
	AM3	114	30 – 225	260	260
	AM4	55	20 – 74	260	260
September 2024	AM1	85	42 – 146	260	260
	AM2	57	45 – 95	260	260
	AM3	96	38 – 211	260	260
	AM4	79	22 – 113	260	260
October 2024	AM1	83	41 – 163	260	260
	AM2	76	53 – 105	260	260
	AM3	135	118 – 155	260	260
	AM4	122	51 – 174	260	260
November 2024	AM1	64	21 – 145	260	260
	AM2	63	30 – 111	260	260
	AM3	113	31 – 184	260	260
	AM4	88	25 – 125	260	260
December 2024	AM1	127	54 – 203	260	260
	AM2	87	60 – 169	260	260
	AM3	196	103 - 241	260	260
	AM4	141	107 – 182	260	260

The major dust sources in the reporting period included fugitive dust emission from the exposed area in SENTX, as well as nearby operations of the SENT landfill and the TKO Area 137 Fill Bank.

Action and Limit Levels exceedance was recorded for TSP monitoring in the reporting period and actions in accordance with the Event and Action Plan presented in Annex D2 were undertaken.  Investigation of the Action and Limit Levels exceedance were conducted and the investigation report is presented in Annex D7.

Based on the investigation conducted for the monitoring event with potential Limit Levels exceedances with the Contractor and the IEC, the TSP exceedances at AM1 on 2 and 8 January 2024, 14 and 26 March 2024 were considered non Project-related.

The Contractor was reminded to implement all relevant mitigation measures for the construction and operation works and maintain good site practice.  The ET will keep track on the monitoring data and ensure Contractor’s compliance of the environmental requirements.

2.1.1.4 Meteorological Data

Meteorological data obtained from the SENTX on-site meteorological monitoring station was used for the dust monitoring and is shown in Annex D3. It is considered that meteorological data obtained at the on-site meteorological monitoring station is representative of the Project area and could be used for the operation/restoration phase dust monitoring programme for the Project.

2.1.2 Odour Monitoring

2.1.2.1 Monitoring Requirements

According to the updated EM&A Manual of the Project, odour patrol was carried out along the site boundary during the operation/ restoration phase.

During the first month of operation, daily odour patrol (3 times per day) was conducted jointly by the ET and the IEC. The odour intensity detected was based on that determined by the IEC. In addition, an independent party (ALS Technichem (HK) Pty Ltd.) was appointed to undertake odour patrol together with the ET and IEC three times per week. During these patrols, the odour intensity detected was based on that determined by the independent third party.

Reduction of odour monitoring frequency from Period 1 (daily, three times per day) to Period 2 (weekly) was approved by EPD on 4 February 2022.  Weekly odour patrol was conducted jointly by the ET and the IEC from 10 February 2022.  In addition, an independent party (ALS Technichem (HK) Pty Ltd.) was appointed to undertake odour patrol together with the ET and IEC once every two weeks. 

Reduction of odour monitoring frequency from Period 2 (weekly) to Period 3 (monthly) was approved by EPD on 2 June 2022.  Monthly odour patrol was conducted jointly by the ET and the IEC from 28 June 2022.  In addition, an independent party (ALS Technichem (HK) Pty Ltd.) was appointed to undertake odour patrol together with the ET and IEC quarterly. Furthermore, the odour patrol route has been reviewed against the latest construction / operation programme and approved by EPD on 17 June 2024.

The Action and Limit Levels for odour patrol is provided in Table 2.4 below.

Table 2.4  Action and Limit Levels for Odour Patrol

Parameter	Action Level	Limit Level
Perceived odour intensity and odour complaints	· Odour intensity ≥ Class 2 recorded; or · One documented complaint received	· Odour intensity ≥ Class 3 recorded on 2 consecutive patrol ^(a) (b)
Notes: (a) i.e. either Class 3-strong or Class 4-extreme odour intensity. (b) The exceedances of the odour intensity do not need to be recorded at the same location.

Odour patrol was conducted by trained personnel/competent persons with a specific sensitivity to a reference odour (i.e. on reference materials n-butanol with the concentration of 50ppm in nitrogen (v/v)) in compliance with Section 3.7.2 of the updated EM&A Manual patrolling and sniffing along the SENTX Site boundary to detect any odour.

The odour monitoring programme and patrol route are summarised in Table 2.5 and illustrated in Figure 2.2 and Figure 2.3 respectively.

Table 2.5  Odour Monitoring Details

Patrol Locations	Parameters	Patrol Frequency ^(a)	Monitoring Dates
Patrol along the SENTX Site Boundary (Checkpoints OP1 – OP17)	Odour Intensity (see Table 2.6)	Period 1 - First month of operation Daily, three times a day in the morning, afternoon and evening/night (between 18:00 and 22:00 hrs) conducted by the ET and the IEC Three times per week on different days conducted by an independent third party together with the ET and IEC ^(b) Period 2 - Three months following period 1 ^(c) Weekly conducted by the ET and the IEC Once every two weeks conducted by an independent third party together with the ET and IEC ^(b) Period 3 - Throughout operation following period 2 ^(c) Monthly conducted by the ET and the IEC Quarterly conducted by an independent third party together with the ET and IEC ^(b)	Conducted by ET & IEC: 12 Jan 2024, 21 Feb 2024, 24 Apr 2024, 21 May 2024, 26 Jul 2024, 1 Aug 2024, 18 Oct 2024, 1 Nov 2024 Conducted by an independent third party, ET & IEC: 14 Mar 2024, 18 Jun 2024, 20 Sep 2024, 18 Dec 2024
Notes: (a) Reduction of monitoring frequency will be subject to the monitoring results to demonstrate environmentally acceptable performance. (b) Patrol shall be scheduled so that they are carried out together with the patrols to be carried out jointly by the ET and the IEC. (c) Commencement of each period will be justified by the ET Leader and verified by the IEC and will be subject to agreement with the EPD (EIAO Authority) and Project Proponent.

Table 2.6  Odour Intensity Level

Class	Odour Intensity	Description
0	Not Detected	No odour perceived or an odour so weak that it cannot be easily characterised or described.
1	Slight	Identified odour, slight
2	Moderate	Identified odour, moderate
3	Strong	Identified odour, strong
4	Extreme	Severe odour

2.1.2.2 Monitoring Schedule for the Reporting Month

The schedule for odour patrol during the reporting period is provided in Annex C.

2.1.2.3 Results and Observations

The odour monitoring results are summarised and provided in Table 2.7 and Annex D4, respectively.

Table 2.7  Summary of Odour Monitoring Results in the Reporting Period

Odour Checkpoints	Odour Intensity Class	Action Level	Limit Level
OP1	0	Odour intensity ≥ Class 2 recorded	Odour intensity ≥ Class 3 recorded on 2 consecutive patrol
OP2	0 - 1
OP3	0 - 1
OP4	0
OP5	0
OP6	0
OP7	0 - 1
OP8	0 - 1
OP9	0 - 1
OP10	0 - 1
OP11	0 - 1
OP12	0 - 1
OP13	0 - 1
OP14	0 - 1
OP15	0
OP16	0
OP17	0 - 1

The potential odour source in the reporting period included the sediment trap, Cell 4X tipping area, leachate from Leachate Plant and sewage from sewer at SENTX, the restoration work at SENT, as well as the nearby construction site, vegetation and Towngas plant.

All the odour monitoring results were below the Action and Limit Levels in the reporting period. No action is thus required to be undertaken in accordance with the Event and Action Plan presented in Annex D2.

2.1.3 Thermal Oxidiser, Landfill Gas Flare and Landfill Gas Generator Stack Emission Monitoring

2.1.3.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual of the Project, the performance of the thermal oxidiser, landfill gas flare and landfill gas generator was monitored when they are in operation. Gas samples were collected from the stack of the thermal oxidizer, landfill gas flare and landfill gas generator for laboratory analysis for NO₂, CO, SO₂, Benzene and Vinyl chloride and in-situ analysis for exhaust gas velocity at monthly interval and for laboratory analysis for non-methane organic compounds and ammonia (for thermal oxidizer only) at quarterly interval. The operating conditions of the thermal oxidiser, landfill gas flare and landfill gas generator were also monitored continuously.

The Limit Levels for stack emission of the thermal oxidiser, landfill gas flare and landfill gas generator are provided in Tables 2.8 – 2.10 below.

Table 2.8  Limit Levels for Stack Emission of the Thermal Oxidiser

Parameters	Limit Level
NO2	1.58 gs^-1
CO	0.53 gs^-1
SO2	0.07 gs^-1
Benzene	3.01 x 10^-2 gs^-1
Vinyl chloride	2.23 x 10^-3 gs^-1
Gas combustion temperature	850^oC (minimum)
Exhaust gas exit temperature	443K (minimum) ^(a)
Exhaust gas velocity	7.5 ms^-1 (minimum)^(a)
Note: (a) Level under full load condition.

Table 2.9  Limit Levels for Stack Emission of the Landfill Gas Flare

Parameters	Limit Level
NO2	0.97 gs^-1
CO	2.43 gs^-1
SO2	0.22 gs^-1
Benzene	4.14 x 10^-4 gs^-1
Vinyl chloride	2.60 x 10^-4 gs^-1
Gas combustion temperature	815^oC (minimum)
Exhaust gas exit temperature	923 K (minimum) ^(a)
Exhaust gas velocity	9.0 m s^-1 (minimum)^(a)
Note: (a) Level under full load condition.

Table 2.10 Limit Levels for Stack Emission of the Landfill Gas Generator

Parameters	Limit Level
NO2	1.91 gs^-1
CO	2.48 gs^-1
SO2	0.528 gs^-1
Benzene	2.47 x 10^-4 gs^-1
Vinyl chloride	1.88 x 10^-5 gs^-1
Gas combustion temperature	450^oC (minimum)
Exhaust gas exit temperature	723K (minimum) ^(a)
Exhaust gas velocity	30.0 ms^-1 (minimum)^(a)
Note: (a) Level under full load condition.

Gas samples were collected from the centroid of the stack with stainless steel sampling probe, into inert sample containers (i.e. Canister and Tedlar Bag) and transferred to ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066) laboratory within 24 hours of collection for direct analysis on a gas chromatography within 48 hours after collection.  The flue gas velocity of the gas stream at the exhaust of thermal oxidize was determined by S-Pitot tube during the emission sampling. 

The stack emission monitoring programme and monitoring locations are summarised in Table 2.11 and illustrated in Figure 2.1, respectively.

Table 2.11 Thermal Oxidiser, Landfill Gas Flare and Landfill Gas Generator Stack Emission Monitoring Details

Monitoring Location	Parameter	Frequency	Monitoring Date
Stack of Thermal Oxidiser	Laboratory analysis for · NO2 · CO · SO2 · Benzene · Vinyl chloride In-situ analysis for · Exhaust gas velocity	Monthly for the first 12 months of operation and thereafter at quarterly intervals	11 Jan 2024, 20 Feb 2024, 14 Mar 2024, 19 Apr 2024, 10 May 2024, 26 Jun 2024, 23 Jul 2024, 21 Aug 2024, 23 Sep 2024, 14 Oct 2024, 15 Nov 2024, 18 Dec 2024
	Laboratory analysis for · Non-methane organic compounds CO	Quarterly for the 1^st year of operation ^(b)	20 Feb 2024, 10 May 2024, 21 Aug 2024, 15 Nov 2024
	Laboratory analysis for · Ammonia · Gas combustion temperature · Exhaust temperature · Exhaust gas velocity ^(a)	Quarterly	20 Feb 2024, 10 May 2024, 21 Aug 2024, 15 Nov 2024
	· Gas combustion temperature · Exhaust temperature · Exhaust gas velocity ^(a)	Continuously	1 Jan – 31 Dec 2024
Stack of Landfill Gas Flare	Laboratory analysis for · NO2 · CO · SO2 · Benzene · Vinyl chloride In-situ analysis for · Exhaust gas velocity	Monthly for the first 12 months of operation and thereafter at quarterly intervals	12 Jan 2024, 19 Feb 2024, 15 Mar 2024, 18 Apr 2024, 9 May 2024, 17 Jun 2024, 22 Jul 2024, 20 Aug 2024, 24 Sep 2024, 15 Oct 2024, 18 Nov 2024, 20 Dec 2024
	Laboratory analysis for · Non-methane organic compounds CO	Quarterly for the 1^st  year of operation ^(b)	19 Feb 2024, 9 May 2024, 20 Aug 2024, 18 Nov 2024

Monitoring Location	Parameter	Frequency	Monitoring Date
Stack of Landfill Gas Flare	· Gas combustion temperature · Exhaust temperature · Exhaust gas velocity ^(a)	Continuously	1 Jan – 31 Dec 2024
Stack of Landfill Gas Generator	Laboratory analysis for · NO2 · CO · SO2 · Benzene · Vinyl chloride In-situ analysis for · Exhaust gas velocity	Monthly for the first 12 months of operation and thereafter at quarterly intervals	12 Jan 2024, 19 Feb 2024, 15 Mar 2024, 18 Apr 2024, 9 May 2024, 17 Jun 2024, 22 Jul 2024, 20 Aug 2024, 23 Sep 2024, 15 Oct 2024, 15 Nov 2024, 20 Dec 2024
	Laboratory analysis for · Non-methane organic compounds	Quarterly for the 1^st year of operation ^(b)	19 Feb 2024, 9 May 2024, 20 Aug 2024, 15 Nov 2024
	· Exhaust temperature · Exhaust gas velocity ^(a)	Continuously	1 Jan – 31 Dec 2024
Notes: (a) The exhaust gas velocity is calculated based on the cross-section area of the stack and continuous monitored gas flow and combustion temperature data. (b) The monitoring results are being reviewed to determine if monitoring of this parameter can be terminated upon agreement by the EIAO Authority, IEC and Project Proponent.

2.1.3.2 Monitoring Schedule for the Reporting Month

The schedule for thermal oxidizer, landfill gas flare and landfill gas generator stack emission monitoring during the reporting period is provided in Annex C. 

2.1.3.3 Results and Observations

The thermal oxidizer, landfill gas flare and landfill gas generator stack emission monitoring results and detailed continuous monitoring results are summarised in Tables 2.12 - 2.14 and provided in Annex D5, respectively.

Table 2.12 Summary of Thermal Oxidiser Stack Emission Monitoring in the Reporting Period

Parameters	Monitoring Results (Range in Bracket)	Limit Level
January 2024
NO2	0.71 gs^-1	1.58 gs^-1
CO	0.03 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.5 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	926^oC (923^oC – 930^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,197K (1,184K – 1,214K)	443K (minimum) ^(a)
Exhaust gas velocity	10.2 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
February 2024
NO2	1.04 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Non-Methane Organic Carbons	<1.0 x 10^-4 gs^-1	-
Benzene	<9.0 x 10^-5 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	0.003 gs^-1	2.23 x 10^-3 gs^-1
Ammonia	0.0341 gs^-1	-^(c)
Gas combustion temperature	925^oC (911^oC – 930^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,213K (1,208K – 1,223K)	443K (minimum) ^(a)
Exhaust gas velocity	8.3 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
March 2024
NO2	0.03 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.004 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<9.0 x 10^-5 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	925^oC (921^oC – 928^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,224K (1,214K – 1,231K)	443K (minimum) ^(a)
Exhaust gas velocity	9.2 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
April 2024
NO2	1.58 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	0.01 gs^-1	0.07 gs^-1
Benzene	<1.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.0 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	907^oC (896^oC – 927^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,225K (1,214K – 1,234K)	443K (minimum) ^(a)
Exhaust gas velocity	8.4 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
May 2024
NO2	1.18 gs^-1	1.58 gs^-1
CO	0.03 gs^-1	0.53 gs^-1
SO2	0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.3 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Non-Methane Organic Carbons	<0.003 gs^-1	-
Ammonia	0.0232 gs^-1	-^(c)
Gas combustion temperature	900^oC (894^oC – 907^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,225K (1,213K – 1,232K)	443K (minimum) ^(a)
Exhaust gas velocity	9.3 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
June 2024
NO2	0.90 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.2 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	900^oC (897^oC – 907^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,217K (1,210K – 1,225K)	443K (minimum) ^(a)
Exhaust gas velocity	10.0 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
July 2024
NO2	1.12 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.4 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	901^oC (895^oC – 913^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,212K (1,202K – 1,219K)	443K (minimum) ^(a)
Exhaust gas velocity	11.0 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
August 2024
NO2	0.57 gs^-1	1.58 gs^-1
CO	0.03 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.3 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Non-Methane Organic Carbon	<0.003 gs^-1	-
Ammonia	0.0315 gs^-1	- ^(c)
Gas combustion temperature	900^oC (895^oC – 904^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,206K (1,200K – 1,214K)	443K (minimum) ^(a)
Exhaust gas velocity	9.4 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
September 2024
NO2	0.67 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	3.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.2 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	899^oC (893^oC – 908^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,198K (1,188K – 1,205K)	443K (minimum) ^(a)
Exhaust gas velocity	9.6 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
October 2024
NO2	1.07 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	3.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.3 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	901^oC (893^oC – 906^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,198K (1,160K – 1,204K)	443K (minimum) ^(a)
Exhaust gas velocity	9.2 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
November 2024
NO2	1.03 gs^-1	1.58 gs^-1
CO	0.02 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.1 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Non-Methane Organic Carbon	<0.002 gs^-1	-
Ammonia	0.0278 gs^-1	- ^(c)
Gas combustion temperature	901^oC (896^oC – 915^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,193K (1,179K – 1,201K)	443K (minimum) ^(a)
Exhaust gas velocity	8.5 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
December 2024
NO2	0.97 gs^-1	1.58 gs^-1
CO	0.03 gs^-1	0.53 gs^-1
SO2	<0.01 gs^-1	0.07 gs^-1
Benzene	<2.0 x 10^-4 gs^-1	3.01 x 10^-2 gs^-1
Vinyl chloride	<1.6 x 10^-4 gs^-1	2.23 x 10^-3 gs^-1
Gas combustion temperature	902^oC (897^oC – 916^oC)	850^oC (minimum)
Exhaust gas exit temperature	1,190K (1,169K – 1,200K)	443K (minimum) ^(a)
Exhaust gas velocity	8.1 ms^-1 (b)	7.5 ms^-1 (minimum)^(a)
Notes: (a) Level under full load condition. (b) The exhaust gas velocity was calculated based on the cross-section area of the stack and the gas flow and combustion temperature data measured during the stack emission monitoring. (c) The emission limit for ammonia is under review and will be supplemented in subsequent revision.

Table 2.13 Summary of Landfill Gas Flare Stack Emission Monitoring in the Reporting Period

Parameters	Monitoring Results (Range in Bracket)	Limit Level
January 2024
NO2	0.04 gs^-1	0.97 gs^-1
CO	0.03 gs^-1	2.43 gs^-1
SO2	0.086 gs^-1	0.22 gs^-1
Benzene	<1.37 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.1 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 887^oC (836^oC – 981^oC) Flare 2: 938^oC (864^oC – 996^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,148K (1,077K – 1,258K) Flare 2: 1,162K (1,052K – 1,233K)	923 K (minimum) ^(a)
Exhaust gas velocity	10.0 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
February 2024
NO2	<0.02 gs^-1	0.97 gs^-1
CO	0.02 gs^-1	2.43 gs^-1
SO2	<0.01 gs^-1	0.22 gs^-1
Non-Methane Organic Carbons	<1.27 x 10^-4gs^-1	-
Benzene	<1.02 x 10^-4 gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	0.003 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 895^oC (860^oC – 930^oC) Flare 2: 950^oC (920^oC – 980^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,124K (1,075K – 1,184K) Flare 2: 1,193K (1,155K – 1,233K)	923 K (minimum) ^(a)
Exhaust gas velocity	8.9 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
March 2024
NO2	0.04 gs^-1	0.97 gs^-1
CO	0.04 gs^-1	2.43 gs^-1
SO2	0.005 gs^-1	0.22 gs^-1
Benzene	<1.26 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.01 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 856^oC (820^oC – 880^oC) Flare 2: 846^oC (830^oC – 880^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,096K (1,063K – 1,113K) Flare 2: 1,076K (1,053K – 1,103K)	923 K (minimum) ^(a)
Exhaust gas velocity	7.2 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
April 2024
NO2	0.03 gs^-1	0.97 gs^-1
CO	2.61 gs^-1	2.43 gs^-1
SO2	0.08 gs^-1	0.22 gs^-1
Benzene	6.479 x 10^-3gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.14 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 862^oC (821^oC – 892^oC) Flare 2: 894^oC (854^oC – 934^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,121K (1,082K – 1,158K) Flare 2: 1,150K (1,106K – 1,187K)	923 K (minimum) ^(a)
Exhaust gas velocity	9.8 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
May 2024
NO2	0.02 gs^-1	0.97 gs^-1
CO	0.02 gs^-1	2.43 gs^-1
SO2	0.06 gs^-1	0.22 gs^-1
Benzene	6.73 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.01 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Non-Methane Organic Carbon	<0.002 gs^-1	-
Gas combustion temperature	Flare 1: 867^oC (826^oC – 898^oC) Flare 2: 896^oC (856^oC – 936^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,126K (1,087K – 1,159K) Flare 2: 1,152K (1,109K – 1,189K)	923 K (minimum) ^(a)
Exhaust gas velocity	8.9 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
June 2024
NO2	0.02 gs^-1	0.97 gs^-1
CO	0.02 gs^-1	2.43 gs^-1
SO2	0.05 gs^-1	0.22 gs^-1
Benzene	<1.21 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<9.7 x 10^-5 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 874^oC (836^oC – 907^oC) Flare 2: 901^oC (856^oC – 951^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,139K (1,102K – 1,173K) Flare 2: 1,167K (1,124K – 1,214K)	923 K (minimum) ^(a)
Exhaust gas velocity	9.1 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
July 2024
NO2	0.01 gs^-1	0.97 gs^-1
CO	0.04 gs^-1	2.43 gs^-1
SO2	0.02 gs^-1	0.22 gs^-1
Benzene	<6.0 x 10^-5gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<4.8 x 10^-5 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 876^oC (831^oC – 916^oC) Flare 2: 901^oC (853^oC – 951^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,140K (1,099K – 1,171K) Flare 2: 1,164K (1,115K – 1,222K)	923 K (minimum) ^(a)
Exhaust gas velocity	4.3 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
August 2024
NO2	<0.02 gs^-1	0.97 gs^-1
CO	0.02 gs^-1	2.43 gs^-1
SO2	0.01 gs^-1	0.22 gs^-1
Benzene	<1.17 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<9.4 x 10^-5 gs^-1	2.60 x 10^-4 gs^-1
Non-Methane Organic Carbon	<0.002 gs^-1	-
Gas combustion temperature	Flare 1: 866^oC (840^oC – 890^oC) Flare 2: 896^oC (865^oC – 928^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,124K (1,096K – 1,151K) Flare 2: 1,154K (1,126K – 1,190K)	923 K (minimum) ^(a)
Exhaust gas velocity	9.0 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
September 2024
NO2	0.01 gs^-1	0.97 gs^-1
CO	0.04 gs^-1	2.43 gs^-1
SO2	<0.01 gs^-1	0.22 gs^-1
Benzene	<0.94 x 10^-5gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<7.5 x 10^-5 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 852^oC (824^oC – 887^oC) Flare 2: 890^oC (857^oC – 929^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,114K (1,090K – 1,151K) Flare 2: 1,153K (1,122K – 1,195K)	923 K (minimum) ^(a)
Exhaust gas velocity	5.9 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
October 2024
NO2	0.02 gs^-1	0.97 gs^-1
CO	0.04 gs^-1	2.43 gs^-1
SO2	0.04 gs^-1	0.22 gs^-1
Benzene	<1.28 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.02 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 852^oC (826^oC – 886^oC) Flare 2: 881^oC (849^oC – 924^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,120K (1,094K – 1,222K) Flare 2: 1,147K (1,115K – 1,190K)	923 K (minimum) ^(a)
Exhaust gas velocity	8.5 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
November 2024
NO2	0.07 gs^-1	0.97 gs^-1
CO	1.95 gs^-1	2.43 gs^-1
SO2	<0.01 gs^-1	0.22 gs^-1
Benzene	<1.39 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.1 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Non-Methane Organic Carbon	0.01 gs^-1	-
Gas combustion temperature	Flare 1: 854^oC (824^oC – 881^oC) Flare 2: 885^oC (858^oC – 924^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,110K (1,081K – 1,137K) Flare 2: 1,139K (1,115K – 1,179K)	923 K (minimum) ^(a)
Exhaust gas velocity	8.2 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
December 2024
NO2	0.02 gs^-1	0.97 gs^-1
CO	0.02 gs^-1	2.43 gs^-1
SO2	0.05 gs^-1	0.22 gs^-1
Benzene	1.68 x 10^-4gs^-1	4.14 x 10^-4 gs^-1
Vinyl chloride	<1.07 x 10^-4 gs^-1	2.60 x 10^-4 gs^-1
Gas combustion temperature	Flare 1: 853^oC (822^oC – 882^oC) Flare 2: 879^oC (842^oC – 907^oC)	815^oC (minimum)
Exhaust gas exit temperature	Flare 1: 1,111K (1,079K – 1,141K) Flare 2: 1,139K (1,105K – 1,169K)	923 K (minimum) ^(a)
Exhaust gas velocity	8.4 ms^-1 (b)	9.0 m s^-1 (minimum)^(a)
Note: (a) Level under full load condition. (b) The exhaust gas velocity was calculated based on the cross-section area of the stack and the gas flow and combustion temperature data measured during the stack emission monitoring.

Table 2.14 Summary of Landfill Gas Generator Stack Emission Monitoring in the Reporting Period

Parameters	Monitoring Results (Range in Bracket)	Limit Level
January 2024
NO2	0.071 gs^-1	1.91 gs^-1
CO	1.06 gs^-1	2.48 gs^-1
SO2	<5.00 x 10^-4 gs^-1	0.528 gs^-1
Benzene	8.7 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<1.1 x 10^-5 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 880K (873K – 889K) ENGB: 855K (844K – 866K)	723K (minimum) ^(a)
Exhaust gas velocity	11.6 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
February 2024
NO2	0.014 gs^-1	1.91 gs^-1
CO	0.963 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Non-Methane Organic Carbons	1.2 x 10^-4 gs^-1	-
Benzene	<8.8 x 10^-6 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	5.2 x 10^-3 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 874K (857K – 900K) ENGB: 855K (844K – 866K)	723K (minimum) ^(a)
Exhaust gas velocity	10.8 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
March 2024
NO2	0.058 gs^-1	1.91 gs^-1
CO	0.760 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	7.1 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<1.04 x 10^-5 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 848K (833K – 875K) ENGB: 849K (843K – 853K)	723K (minimum) ^(a)
Exhaust gas velocity	10.0 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
April 2024
NO2	0.101 gs^-1	1.91 gs^-1
CO	1.193 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	1.3 x 10^-4 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<1.07 x 10^-5 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 863K (848K – 892K) ENGB: 861K (836K – 881K)	723K (minimum) ^(a)
Exhaust gas velocity	9.7 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
May 2024
NO2	0.084 gs^-1	1.91 gs^-1
CO	0.808 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	5.6 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<1.04 x 10^-5 gs^-1	1.88 x 10^-5 gs^-1
Non-Methane Organic Carbons	0.0037 gs^-1	-
Exhaust gas exit temperature	ENGA: 868K (849K – 882K) ENGB: 866K (847K – 873K)	723K (minimum) ^(a)
Exhaust gas velocity	10.0 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
June 2024
NO2	0.043 gs^-1	1.91 gs^-1
CO	0.711 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	5.5 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<9.6 x 10^-6 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 858K (846K – 884K) ENGB: 860K (847K – 874K)	723K (minimum) ^(a)
Exhaust gas velocity	10.2 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
July 2024
NO2	0.074 gs^-1	1.91 gs^-1
CO	0.742 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	3.0 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<1.03 x 10^-5 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 855K (841K – 891K) ENGB: 868K (850K – 874K)	723K (minimum) ^(a)
Exhaust gas velocity	10.2 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
August 2024
NO2	0.018 gs^-1	1.91 gs^-1
CO	0.715 gs^-1	2.48 gs^-1
SO2	0.002 gs^-1	0.528 gs^-1
Benzene	3.7 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<8.9 x 10^-6 gs^-1	1.88 x 10^-5 gs^-1
Non-Methane Organic Carbons	0.0023 gs^-1	-
Exhaust gas exit temperature	ENGA: 868K (844K – 886K) ENGB: 866K (837K – 875K)	723K (minimum) ^(a)
Exhaust gas velocity	8.8 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
September 2024
NO2	0.039 gs^-1	1.91 gs^-1
CO	0.740 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	5.9 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<8.2 x 10^-6 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 849K (838K – 884K) ENGB: 845K (838K – 884K)	723K (minimum) ^(a)
Exhaust gas velocity	9.0 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
October 2024
NO2	0.037 gs^-1	1.91 gs^-1
CO	0.824 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	9.3 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<8.7 x 10^-6 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: 856K (839K – 885K) ENGB: 860K (832K – 871K)	723K (minimum) ^(a)
Exhaust gas velocity	10.9 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
November 2024
NO2	0.093 gs^-1	1.91 gs^-1
CO	1.013 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	1.11 x 10^-4 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<1.11 x 10^-5 gs^-1	1.88 x 10^-5 gs^-1
Non-Methane Organic Carbons	0.0056 gs^-1	-
Exhaust gas exit temperature	ENGA: 880K (876K – 883K) ENGB: 876K (860K – 901K)	723K (minimum) ^(a)
Exhaust gas velocity	11.7 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
December 2024
NO2	0.063 gs^-1	1.91 gs^-1
CO	0.77 gs^-1	2.48 gs^-1
SO2	<0.001 gs^-1	0.528 gs^-1
Benzene	4.8 x 10^-5 gs^-1	2.47 x 10^-4 gs^-1
Vinyl chloride	<8.6 x 10^-6 gs^-1	1.88 x 10^-5 gs^-1
Exhaust gas exit temperature	ENGA: - ^(c) ENGB: 866K (860K – 879K)	723K (minimum) ^(a)
Exhaust gas velocity	8.8 ms^-1 ^(b)	30.0 ms^-1 (minimum)^(a)
Notes: (a) Level under full load condition. (b) The exhaust gas velocity was calculated based on the cross-section area of the stack and the gas flow and combustion temperature data measured during the stack emission monitoring.

Limit Levels exceedances were recorded for thermal oxidizer stack emission (SO₂) and landfill gas flare stack emission (Benzene) in the reporting period and actions in accordance with the Event and Action Plan presented in Annex D2 were undertaken. Investigation of the Limit Levels exceedances were conducted and the investigation reports are presented in Annex D7.

Based on the investigation conducted for the monitoring event with potential Limit Levels exceedances with the Contractor and the IEC, the landfill gas flare stack emission (Benzene and CO) exceedances on 18 April 2024 and the landfill gas flare stack emission (Benzene) exceedance on 9 May 2024 were considered Project-related.

The Contractor was reminded to implement all relevant mitigation measures for the construction and operation works and maintain good site practice. The ET will keep track of the monitoring data and ensure the Contractor’s compliance of the environmental requirements.

2.1.4 ambient vocs, ammonia and h2s monitoring

2.1.4.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual of the Project, ambient VOCs, ammonia and H₂S monitoring was carried out at the four designated locations along the site boundary (i.e. AM1, AM2, AM3 and AM4) during the operation/restoration phase, at quarterly interval.

The Limit Levels for ambient VOCs, ammonia and H₂S monitoring is provided in Table 2.15 below.

Table 2.15 limit levels for ambient vocs, ammonia and h2s monitoirng

Parameters	Limit Level (µg m^-³)
Methane	NA ^(a)
Ammonia	180
H2S	42
Dichlorodifluoro-methane	NA ^(a)
Vinyl Chloride	26
Methanol	2,660
Ethanol	19,200
Dimethylsulphide	8
Carbon Disulphide	150
Methylene Chloride	3,530
Chloroform	99
Methyl propionate	353
Butan-2-ol	667
1.1.1-Trichloroethane	5,550
1.2-Dichloroethane	210
Benzene	33
Carbon Tetrachloride	64
Dipropyl ether	NA ^(a)
Heptane	2,746
Trichloroethylene	5,500
Ethyl propionate	29
Methyl butanoate	30
Methanethiol	10
Toluene	1,244
Ethyl butanoate	71
Propyl benzene	19
Octane	7,942
Propyl propionate	276
1.2-Dibromoethane (EDB)	39
Butyl acetate	7,240
Tetrachloroethylene	1,380
Ethyl benzene	738
Nonane	11,540
Ethanethiol	13
Decanes	3,608
Limonene	212
Butyl benzene	47
Undecane	5,562
Butanethiol	4
Terpenes	NA ^(a)
Xylenes	534
Dichlorobenzene	120
Notes: (a) No relevant WHO/USEPA/CARB’s ambient criteria, odour thresholds and WEL available.

2.1.4.2 vocs

Ambient air samples were drawn into the pre-cleaned and vacuum canister directly when the valve of the flow controller (with preset flow rate) was opened.  After sampling, the valve will be closed manually and the canister with VOCs gas samples were transported for laboratory analysis.

2.1.4.3 methane

Pre-cleaned Tedlar bag was placed in the vacuum chamber.  Ambient air was collected in the Tedlar bag under the vacuum condition when the pump is switched on.  The Tedlar bag was filled up to 90% of total capacity to avoid leakage and bag deformation.  After sampling, pump is switched off and the valve of Tedlar bag was closed manually.  The air samples were transported back to laboratory for analysis.

2.1.4.4 ammonia

Calibrated personal air pump was used to pump the air through a sulfuric acid-treated silica gel sorbent tube.  Gaseous ammonia in air was then trapped in the sorbent tube.  The tube was transported back to laboratory for analysis.

2.1.4.5 h2s

H₂S in air is collected in mid-get impingers by aspirating a measured   volume of air through an alkaline suspension of cadmium hydroxide (as the absorbing solution).  The sulphide is precipitated as cadmium sulphide to prevent air oxidation of the sulphide.  Arabinogalactan is added to the cadmium hydroxide slurry prior to sampling to minimize photo-decomposition of the precipitated cadmium sulphide.  The solution is transported back to laboratory for analysis.

All air samples collected for laboratory analysis were transported to ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066) laboratory within 24 hours and analysed within 48 hours. 

The ambient VOCs, ammonia and H₂S monitoring programme and monitoring locations are summarised in Table 2.16 and illustrated in Figure 2.1, respectively.

Table 2.16 ambient vocs, ammonia and h2s monitoirng details

Monitoring Station	Location	Parameter	Frequency	Monitoring Date
AM1	SENTX Site Boundary (North)	· Methane · Ammonia · A suite of VOCs ^(a) · H2S	Quarterly	16 Feb 2024, 10 May 2024, 22 Aug 2024, 15 Nov 2024
AM2	SENTX Site Boundary (West, near DP3)
AM3	SENTX Site Boundary (West, near RC15)
AM4	SENTX Site Boundary (West, near EPD building)
Notes: (a)  A suite of VOCs includes:
Trichloroethylene Vinyl chloride Methylene chloride Chloroform 1,2-dichloroethane 1,1,1-trichloroethane Carbon tetrachloride Tetrachloroethylene 1,2-dibromoethane Benzene Toluene Carbon disulphide Propyl benzene Ethyl benzene		· Butyl benzene · Xylenes · Decanes · Undecane · Limonene · Terpenes · Ethanol · Butan-2-ol · Dimethylsulphide · Methyl propionate · Ethyl propionate · Propyl propionate · Butyl acetate Ethyl butanoate		· Dichlorobenzene · Methyl butanoate · Dipropyl ether · Methanethiol · Ethanethiol · Butanethiol · Methanol · Heptanes · Octanes · Nonanes · Dichlorodifluoro-methane Methane

2.1.4.6 monitoirng schedule for the reporting month

The schedule for ambient VOCs, ammonia and H₂S monitoring during the reporting period is provided in Annex C.

2.1.4.7 results and observations

The ambient VOCs, ammonia and H₂S monitoring results are summarized in Tables 2.17 and provided in Annex D6. 

Table 2.17 summary of ambient vocs, ammonia and h2s monitoring results in the reporting period

Parameters	Limit Level (μg m^-3)	Monitoring Results (μg m^-3) (Average)
		AM1	AM2	AM3	AM4
Ammonia	180	22.5	33.5	33.0	31.5
H2S	42	<15	<15	<15	<15
Methane	NA ^(a)	0.00019 %(v/v)	0.00028 %(v/v)	0.00020 %(v/v)	0.00020 %(v/v)
1.1.1-Trichloroethane	5,550	<0.8	<0.8	<0.8	<0.8
1.2-Dibromoethane (EDB)	39	<1.0	<1.0	<1.0	<1.0
1.2-Dichloroethane	210	0.3	0.4	0.4	0.4
Benzene	33	0.8	0.7	1.9	0.7
Butan-2-ol	667	<0.6	1.2	<0.6	<0.6
Butanethiol	4	<1.2	<1.2	<1.2	<1.2
Carbon Disulphide	150	0.6	1.0	0.7	0.6
Carbon Tetrachloride	64	<0.6	0.6	0.6	0.6
Chloroform	99	<0.8	<0.8	<0.8	<0.8
Decanes	3,608	<0.7	1.4	<0.7	<0.7
Dichlorobenzene	120	<1.0	<1.0	<1.0	<1.0
Dichlorodifluoro-methane	NA ^(a)	1.5	1.6	1.9	1.7
Dimethylsulphide	8	<0.2	<0.2	<0.2	<0.2
Dipropyl ether	NA ^(a)	<0.8	<0.8	<0.8	<0.8
Limonene	212	0.5	0.5	0.5	0.4
Ethanethiol	13	<0.6	<0.6	<0.6	<0.6
Ethanol	19,200	4.6	6.8	5.8	7.6
Ethyl butanoate	71	<1.0	<1.0	<1.0	<1.0
Ethyl propionate	29	<0.8	<0.8	<0.8	<0.8
Ethyl benzene	738	<0.5	8.2	0.6	0.6
Heptane	2,746	<0.8	1.1	<0.8	1.0
Methanethiol	10	<0.4	<0.4	<0.4	<0.4
Methanol	2,660	28.7	30.9	26.3	32.6
Methyl butanoate	30	<0.8	<0.8	<0.8	<0.8
Methyl propionate	353	<0.7	<0.7	<0.7	<0.7
Methylene Chloride	3,530	1.6	2.3	1.7	1.4
Butyl acetate	76	<1.0	1.3	<1.0	<1.0
Butyl benzene	47	<1.0	<1.0	<1.0	<1.0
Nonane	11,540	<0.9	1.8	<0.9	<0.9
Propyl benzene	19	<0.8	<0.8	<0.8	<0.8
Octane	7,942	<0.9	<0.9	<0.9	<0.9
Propyl propionate	276	<1.0	<1.0	<1.0	<1.0
Terpenes	NA ^(a)	0.8	<0.8	0.9	<0.8
Tetrachloroethylene	1,380	0.7	<0.7	<0.7	<0.7
Toluene	1,244	1.3	2.0	1.4	1.2
Trichloroethylene	5,500	<1.1	<1.1	<1.1	<1.1
Undecane	5,562	<1.2	<1.2	<1.2	<1.2
Vinyl Chloride	26	<0.3	<0.3	<0.3	<0.3
Xylenes	534	0.7	10.8	0.7	0.6
(a) No relevant WHO/USEPA/CARB’s ambient criteria and WEL available.

All ambient VOCs, ammonia and H₂S monitoring results were below the Limit Levels in the reporting period.  No action is thus required to be undertaken in accordance with the Event and Action Plan presented in Annex D2.

2.2 Noise Monitoring

2.2.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual of the Project, noise levels at noise monitoring location NM1 and NM2 should be monitored during the first 3 years of operation and during the next 3 years of operation until the completion of the Restoration phase, respectively. Impact noise monitoring was conducted weekly at the monitoring location (i.e. at NM1 before 20 November 2024; and at NM2 from 20 November 2024) to obtain one set of 30-minute measurement between 07:00 and 19:00 hours on normal weekdays. 

The Action and Limit Levels for operational noise of the Project are provided in Table 2.18 below. 

Table 2.18 Action and Limit Levels for Operational Noise

Time Period	Action Level ^(a)	Limit Level ^(b)
07:00 – 19:00 hrs on all days	When one documented complaint is received from any one of the noise sensitive receivers (NSRs) or 75 dB(A) recorded at the monitoring station	65 dB(A) at NSRs ^(c)
19:00 – 23:00 hrs on all days		65 dB(A) at NSRs ^(c)
23:00 – 07:00 hrs on all days		55 dB(A) at NSRs ^(c)
Notes: (a) 75dB(A) along and at about 100m from the SENTX site boundary was set as the Action Level. (b) Limits specified in the GW-TM and IND-TM for construction and operational noise, respectively.      (c) Limit Level only apply to operational noise without road traffic and construction activities noise.

Noise monitoring was performed by ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066) using sound level meter at the designated monitoring station NM1 and NM2 (see Figure 2.1) in accordance with the requirements stipulated in the updated EM&A Manual. Acoustic calibrator was deployed to check the sound level meter at a known sound pressure level. Details of the deployed equipment are provided in Table 2.19. 

Table 2.19 Noise Monitoring Details

Monitoring Station ^(1)	Location	Parameter	Frequency and Duration	Monitoring Dates	Equipment
NM1	SENTX Site Boundary (North)	Leq (30 min) measurement between 07:00 and 19:00 hours on normal weekdays (Monday to Saturday)	Once per week for 30 mins during operation of the Project	3, 9, 15, 22, 29 Jan 2024 8, 14, 20, 26 Feb 2024 4, 11, 21, 27 Mar 2024 2, 8, 15, 22 Apr 2024 2, 8, 14, 20, 27 May 2024 3, 14, 19, 25 Jun 2024 2, 8, 15, 25, 31 Jul 2024 6, 12, 19, 26 Aug 2024 5, 11, 17, 23, 30 Sep 2024 7, 14, 23, 29 Oct 2024 4, 11, 18 Nov 2024	Sound Level Meter: Rion NL-52 (S/N: 00643049) Rion NL-52 (S/N: 01010406) Acoustic Calibrator: CAL200 (S/N: 16878) Rion NL-52 (S/N: 01010406) CAL200 (S/N: 11333)
NM2	SENTX Site Boundary (East)			28 Nov 2024 4, 10, 16, 23, 31 Dec 2024

2.2.2 Monitoring Schedule for the Reporting Month

The schedule for noise monitoring during the reporting period is provided in Annex C.

2.2.3 Results and Observations

A total of 57 impact noise monitoring events were scheduled during the reporting period. However, noise monitoring on 4 and 11 March 2024, 20 May 2024, 3 and 14 June 2025, 2 July 2024, 12 August 2024 and 5 September 2024 were cancelled due to adverse weather. Results for noise monitoring are summarised in Table 2.20.  The monitoring results and the graphical presentation of the data are provided in Annex E1.

Table 2.20 Summary of Operation Noise Monitoring Results in the Reporting Period

Month	Monitoring Station	Measured Noise Level Leq (30 min), dB(A)
		Average	Range	Action and Limit Level
January 2024	NM1	52.2	50.2 – 54.4	75
February 2024		52.0	47.2 – 54.4
March 2024		51.7	51.5 – 51.9
April 2024		55.7	54.6 – 56.7
May 2024		54.7	51.1 – 60.8
June 2024		56.8	56.7 – 56.9
July 2024		56.3	54.1 – 58.0
August 2024		54.0	51.6 – 56.3
September 2024		54.1	51.8 – 57.3
October 2024		53.4	53.1 – 53.8
November 2024		54.5	50.8 – 58.5
	NM2	46.2	-	75
December 2024		47.3	42.8 – 50.3
		47.3	42.8 – 50.3	75

Major noise sources identified during the noise monitoring included noise from operations of the SENTX and the TKO Area 137 Fill Bank, aircrafts and insects at NM1 and noise from aircrafts at NM2.

No exceedance of the Action and Limit Levels for operation noise monitoring was recorded in the reporting period.  No further mitigation measure was required in accordance with the Event and Action Plan presented in Annex E2.

2.3 Water Quality Monitoring

2.3.1 Surface Water Quality Monitoring

2.3.1.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual of the Project, impact surface water quality monitoring was carried out at the three designated surface water discharge points (i.e. DP3, DP4 and DP6) at monthly intervals during operation/ restoration phase to ensure that the SENTX will not cause adverse water quality impact. 

The parameters as listed in Table 2.22 were determined by ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066).

The Limit Levels of the surface water quality impact monitoring are provided in Table 2.21.

Table 2.21 Limit Levels for Surface Water Quality

Parameters	Limit Level
DP3
Ammoniacal-nitrogen	> 0.5 mg/L
COD	> 80 mg/L
SS	> 30 mg/L
DP4 & DP6
Ammoniacal-nitrogen	> 7.1 mg/L
COD	> 30 mg/L
SS	> 20 mg/L
Notes: The limit levels specified for other parameters in Table 10a of the Technical Memorandum Standards for Effluents Discharged into Drainage and Sewerage Systems, Inland and Coastal Waters shall also be followed.

The locations of the monitoring stations for the Project are shown in Figure 2.1.  All in situ monitoring instruments were checked, calibrated and certified by a laboratory accredited under HOKLAS or other international accreditation scheme before use, and subsequently re-calibrated at 3 monthly intervals throughout all stages of the surface water quality monitoring programme.  Calibration for a DO meter was carried out before measurement according to the instruction manual of the equipment model. Details of the equipment used in the impact surface water quality monitoring works are provided in Table 2.22.

Table 2.22 Impact Surface Water Quality Monitoring Details        

Monitoring Station	Location	Frequency	Monitoring Dates	Parameter		Equipment
DP3	Surface water discharge point DP3	Monthly	5 Jan 2024, 2 Feb 2024, 8 Mar 2024, 12 Apr 2024, 6 May 2024, 16 May 2024 (Remeasurement at DP3 & DP6), 30 May 2024 (Remeasurement at DP3 & DP6), 5 Jun 2024 (Remeasurement at DP6), 12 Jun 2024, 24 Jun 2024 (Remeasurement at DP4), 5 Jul 2024 (Remeasurement at DP4), 9 Jul 2024, 18 Jul 2024 (Remeasurement at DP4), 7 Aug 2024, 11 Sep 2024, 9 Oct 2024, 8 Nov 2024, 3 Dec 2024	· pH · Electrical conductivity (EC) · DO · SS     · COD · BOD5 · TOC · Ammoniacal–nitrogen · Nitrate-nitrogen · Nitrite–nitrogen · TKN · TN · Phosphate · Sulphate · Sulphide · Carbonate · Oil & Grease	· Bicarbonate · Chloride · Sodium · Potassium · Calcium · Magnesium · Nickel · Manganese · Chromium · Cadmium · Copper · Lead · Iron · Zinc · Mercury · Boron	Horiba U-52G (S/N: NVAE080GT) Horiba U-52G (S/N:  AWE7D2V4)
DP4	Surface water discharge point DP4
DP6	Surface water discharge point DP6

2.3.1.2 Monitoring Schedule for the Reporting Month

The schedule for surface water quality monitoring during the reporting period is provided in Annex C.

2.3.1.3 Results and Observations

Twelve regular monitoring events for impact surface water quality monitoring were scheduled at all designated monitoring stations during the reporting period. However, sampling could not be carried out at all monitoring stations in January to April 2024, July to August 2024 and October to December 2024, at DP4 in May 2024, at DP3 in June 2024, at DP4 and DP6 in September 2024 due to insufficient flow. Details of impact water quality monitoring event are provided in Annex F1.

Limit Level exceedance (ammoniacal-nitrogen) on 6 May 2024 at DP3 and Limit Level exceedance (SS) on 6 May 2024 at DP6 and on 12 June 2025 at DP4, respectively, were recorded for surface water quality impact monitoring. Actions in accordance with the Event and Action Plan in Annex F2 were undertaken. Investigation of the Limit Levels exceedances was conducted and the investigation reports are presented in Annex F6.

The additional surface water monitoring at DP3 for ammoniacal-nitrogen and at DP6 for SS were conducted on 16 May 2024 and 30 May 2024. The ammoniacal-nitrogen exceedance at DP3 and the SS exceedances at DP6 on 6 May 2024 were found deemed to Project-related activities upon further investigation. The monitoring frequency shall be increased to weekly in accordance with Table 4.5b of the updated EM&A Manual until no exceedance of Limit Level. Since the ammoniacal-nitrogen results at DP3 of the additional monitoring event conducted on 30 May 2024 were well below the Limit Level, the weekly surface water monitoring at DP3 was not triggered. Weekly surface water quality monitoring (SS) was continued at DP6 until no exceedance of Limit Level. Afterwards, the additional surface water monitoring (SS) at DP6 were conducted on 5 June 2025 and the SS results complied with the Limit Level as stipulated in the updated EM&A Manual, the weekly surface water monitoring (SS) at DP6 was terminated.

The additional surface water monitoring at DP4 for SS was conducted on 24 June 2024, 5 July 2024, 9 July 2024 and 18 July 2024. The SS exceedances at DP4 on 12 June 2024 were found deemed to Project-related activities upon further investigation. The monitoring frequency shall be increased to weekly in accordance with Table 4.5b of the updated EM&A Manual until no exceedance of Limit Level. Since the SS results at DP4 of the additional monitoring event conducted on 18 July 2024 were well below the Limit Level, the weekly surface water monitoring at DP4 was not triggered.

The results of the additional surface water monitoring for those exceedances are summarized in Table 2.23 below.

Table 2.23 Details of Additional Surface Water Quality Monitoring

Date	Monitoring Location	Parameter	Result	Limit Level	Remarks
6 May 2024	DP3	Ammoniacal-nitrogen	1.38 mg/L	0.5 mg/L	Project-related
	DP6	SS	22 mg/L	20 mg/L	Project-related
16 May 2024	DP3	Ammoniacal-nitrogen	-	0.5 mg/L	Insufficient flow
	DP6	SS		20 mg/L
30 May 2024	DP3	Ammoniacal-nitrogen	0.18 mg/L	0.5 mg/L	Below Limit Level
	DP6	SS	34.3 mg/L	20 mg/L	Weekly monitoring shall be continued
5 June 2024			5.4 mg/L		Below Limit Level
12 June 2024	DP4	SS	395 mg/L	20 mg/L	Project-related
24 June 2024			-		Insufficient flow
7 July 2024
9 July 2024
18 July 2024			11.8 mg/L		Below Limit Level

Based on the investigation conducted for the monitoring event with potential Limit Levels exceedances with the Contractor, and the IEC, the surface water (ammoniacal-nitrogen) exceedance at DP3 and the surface water (SS) exceedances at DP4 and DP6 on 6 May 2024 and 12 June 2024, respectively, were found deemed to Project-related activities.

The Contractor was reminded to implement all relevant mitigation measures for the construction works and maintain good site practice.  The ET will keep track on the monitoring data and ensure Contractor’s compliance of the environmental requirements.

2.3.2 Leachate Monitoring

2.3.2.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual, continuous monitoring of leachate level and monthly monitoring of effluent quality were carried out during the operation/ restoration phase. 

Reduction of effluent monitoring frequency (dry season) (from daily to monthly) was approved by EPD on 22 March 2022.  Monthly effluent quality monitoring (dry season) shall be conducted from 23 March 2022.  The reduction of effluent monitoring frequency (wet season) (from daily to monthly) was approved by EPD on 2 August 2022. Monthly effluent quality monitoring (wet season) shall be conducted from 3 August 2022. 

Temperature, pH and volume of the effluent discharged from the leachate treatment plant were measured in-situ whereas the parameters as listed in Table 2.25 were determined by ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066).

The Limit Levels of the leachate monitoring are provided in Table 2.24.

Table 2.24 Limit Levels for Leachate Levels and Effluent Quality

Parameters	Limit Level
Leachate Levels
Leachate levels above the basal liner	1 m above the primary liner of the leachate containment system
Effluent Quality
Temperature	> 43 °C
pH Value	6 – 10
Volume Discharged	>2,000 m³
Suspended Solids (SS)	> 800 mg/L
Phosphate	> 25 mg/L
Sulphate	> 800 mg/L
Total Inorganic Nitrogen ^(a)	> 100 mg/L
Biochemical Oxygen Demand (BOD)	> 800 mg/L
Chemical Oxygen Demand (COD)	> 2,000 mg/L
Oil & Grease	> 20 mg/L
Boron	> 7,000 µg/L
Iron	> 5 mg/L
Cadmium	> 1 µg/L
Chromium	> 300 µg/L
Copper	> 1,000 µg/L
Nickel	> 700 µg/L
Zinc	> 700 µg/L
Note: (a) Total Inorganic Nitrogen include Ammoniacal-nitrogen, Nitrite-nitrogen and Nitrate-nitrogen.

All in situ monitoring instruments were checked, calibrated and certified by a laboratory accredited under HOKLAS or other international accreditation scheme before use, and subsequently re-calibrated at 3 monthly intervals throughout all stages of the leachate quality monitoring programme.  Details of the equipment used are provided in Table 2.25.

Table 2.25 Leachate Levels and Effluent Quality Monitoring Details

Location	Frequency	Parameter	Monitoring Dates	Equipment
Leachate levels above the basal liner	Continuous	Leachate Levels	1 Jan – 31 Dec 2024	Pairs of pressure transducers
Effluent discharged from LTP	Daily for the first 3 months upon full operation of the LTP at wet season (Apr to Sep) and dry season (Oct to Mar), respectively and reduce to monthly thereafter subject to the monitoring results of the first 3 months for each season and agreement with the EIAO Authority, IEC and IC. ^(a)	On-site Measurements: · Volume · pH · Temperature Laboratory analysis: · Suspended Solids · COD · BOD5 · TOC · Ammoniacal–nitrogen · Nitrate-nitrogen · Nitrite–nitrogen · Total Nitrogen · Sulphate · Phosphate · Oil & Grease · Alkalinity · Chloride · Calcium · Potassium · Magnesium · Iron · Zinc · Copper · Chromium · Nickel · Cadmium · Boron	4 Jan 2024, 1 Feb 2024, 7 Mar 2024, 11 Apr 2024, 9 May 2024, 13 June 2024, 11 Jul 2024, 15 Aug 2024, 4 Sep 2024, 3 Oct 2024, 7 Nov 2024, 4 Dec 2024	Lutron PH-208 (S/N: TF31039) Lutron PH-208 (S/N: TF30605) TOA-DKK HM-30P (S/N: 790332) YSI Pro Quatro (S/N: 23C105530) Lutron PH-208 (S/N: TF64331)
Note: (a) Reduction of monitoring frequency will be subject to the monitoring results to demonstrate environmentally acceptable performance.

2.3.2.2 Monitoring Schedule for the Reporting Month

The schedule for leachate monitoring during the reporting period is provided in Annex C.

2.3.2.3 Results and Observations

The leachate levels and effluent quality monitoring results are summarised in Table 2.26 and Table 2.27, respectively.  The detailed monitoring results are provided in Annex F3 and Annex F4, respectively.

Table 2.26 Summary of Leachate Levels in the Reporting Period

Monitoring Location	Average Leachate Head Levels (cm) (Range in Bracket)	Limit Level (cm)
Pump Station No. 1X (Cell 1X)
Meter No. X-1	111 (70 – 155)	> 178
Meter No. X-2 ^(a)	115 (88 – 153)
Average	113 (79 – 143)
Pump Station No. 2X (Cell 2X)
Meter No. X-3	108 (85 – 130)	> 180
Meter No. X-4	118 (93 – 148)
Average	113 (91 – 138)
Pump Station No. 3X (Cell 3X)
Meter No. X-5	112 (97 – 139)	> 175
Meter No. X-6	111 (93 – 139)
Average	111 (95 – 139)
Pump Station No. 4X (Cell 4X)
Meter No. X-7	108 (70 – 142)	> 186
Meter No. X-8	112 (92 – 144)
Average	110 (89 – 142)
Note: (a) Meter No. X-2 at Pump Station No. 1X was on standby in January 2024.

Table 2.27 Summary of Effluent Quality Monitoring Results in the Reporting Period

Parameters		Monitoring Results			Limit Level
		Average	Min	Max
Temperature	°C	30	19.8	36.1	> 43 °C
pH Value	pH unit	8.4	8.2	8.5	6 – 10
Volume Discharged	m³	965	108	1829	>2,000 m³
Suspended Solids (SS)	mg/L	29.9	14.0	56.8	> 800 mg/L
Phosphate	mg/L	5.7	1.9	9.5	> 25 mg/L
Sulphate	mg/L	185.8	120.0	296.0	> 800 mg/L
Total Inorganic Nitrogen ^(a)	mg/L	41.2	28.8	64.4	> 100 mg/L
BOD	mg/L	13.8	6	32	> 800 mg/L
COD	mg/L	875.8	609	1130	> 2,000 mg/L
Oil & Grease	mg/L	<5	<5	<5	> 20 mg/L
Boron	µg/L	5092.5	3020.0	6310.0	> 7,000 µg/L
Iron	mg/L	1.7	1.3	2.4	> 5 mg/L
Cadmium	µg/L	<1.0	<1.0	<1.0	> 1 µg/L
Chromium	µg/L	108.1	69	140	> 300 µg/L
Copper	µg/L	18	18	18	> 1,000 µg/L
Nickel	µg/L	111.3	67	177	> 700 µg/L
Zinc	µg/L	49.8	26	79	> 700 µg/L

All effluent quality monitoring results were below the Limit Levels in the reporting period. No action is thus required to be undertaken in accordance with the Event and Action Plan presented in Annex F2.

2.3.3 Groundwater Monitoring

2.3.3.1 Monitoring Requirements and Equipment

According to the updated EM&A Manual of the Project with incorporation of the proposed updates under the Amendment Summary approved by EPD on 15 June 2020, groundwater monitoring was carried out at 14 perimeter groundwater monitoring wells (including 3 up-gradient wells and 11 down-gradient wells) (i.e. MWX-1 to MWX-14) to monitor the groundwater quality and level of the perimeter groundwater monitoring wells at monthly interval.

The Limit Levels for groundwater quality are provided in Table 2.28 below.

Table 2.28 Limit Levels for Groundwater Quality

Location	Limit Levels
	Ammoniacal-nitrogen (mg L^-1)	COD (mg L^-1)
MWX-1	5.00	30
MWX-2	5.00	30
MWX-3	5.00	30
MWX-4	7.63	36
MWX-5	5.00	30
MWX-6	5.00	46
MWX-7	6.55	36
MWX-8	15.85	50
MWX-9	7.30	71
MWX-10	5.00	30
MWX-11	5.00	30
MWX-12	5.00	30
MWX-13	5.00	30
MWX-14	5.00	30

A bladder pump with Teflon sampling tube and adjustable discharge rates was used for purging and taking of groundwater sample from the monitoring wells. Filtered groundwater samples were collected by connecting a disposable in-line filter system to the tubing of the sampling pump, prior to storage and analysis by ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066).  A portable dip meter with 5mm accuracy was used for measurement of groundwater level at each well.  The dip meter has an audio indicator of the water level and was checked before use.

The measurements of pH and electrical conductivity (EC) were undertaken in situ.  In situ monitoring instruments in compliance with the specifications listed under Section 4.3.2 of the updated EM&A Manual were used to undertake the groundwater quality monitoring for the Project. 

Details of the equipment used and the monitoring locations are summarised in Table 2.29 and illustrated in Figure 2.1, respectively.

Table 2.29 groundwater monitoirng details

Location	Frequency	Parameter		Monitoring Dates	Equipment
All groundwater monitoring wells (MWX-1 to MWX-14)	Monthly	· Water level · pH · EC · COD · BOD5 · TOC · Ammoniacal–nitrogen · Nitrate-nitrogen · Nitrite–nitrogen · TKN · TN · Sulphate · Sulphide · Carbonate · Bicarbonate · Phosphate	· Chloride · Sodium · Potassium · Calcium · Magnesium · Nickel · Manganese · Chromium · Cadmium · Copper · Lead · Iron · Zinc · Mercury · Boron	8 Jan 2024, 1 Feb 2024, 6 Mar 2024, 10 Apr 2024, 3, 16 May 2024, 12 Jun 2024, 5 Jul 2024, 8 Aug 2024, 12 Sep 2024, 2 Oct 2024, 5 Nov 2024, 3 Dec 2024	Horiba U-52G (S/N:  NVAE080GT) Horiba U-52G (S/N:  AWE7D2V4)

2.3.3.2 Monitoring Schedule for the Reporting Month

The schedule for groundwater quality monitoring during the reporting period is provided in Annex C.

2.3.3.3 Results and Observations

The groundwater quality monitoring results and detailed monitoring results are summarised in Table 2.30 and provided in Annex F5, respectively.

Table 2.30 Summary of Groundwater Monitoring Results in the Reporting Period

	Ammoniacal-nitrogen (mg L^-1)				COD (mg L^-1)
	Monitoring Results			Limit Levels	Monitoring Results			Limit Levels
	Average	Min	Max		Average	Min	Max
MWX-1	0.16	0.01	0.61	5.00	7	4	11	30
MWX-2	0.21	0.01	1.05	5.00	6	3	21	30
MWX-3	0.96	0.05	1.61	5.00	15	9	22	30
MWX-4	2.03	0.09	5.30	7.63	17	8	26	36
MWX-5	1.73	0.19	6.59	5.00	21	11	42	30
MWX-6	3.80	2.49	5.74	5.00	44	34	53	46
MWX-7	4.50	0.14	6.92	6.55	21	6	49	36
MWX-8	9.19	3.56	15.70	15.85	38	28	51	50
MWX-9	0.46	0.01	1.02	7.30	28	<20	108	71
MWX-10	0.02	<0.01	0.03	5.00	5	3	10	30
MWX-11	0.05	<0.01	0.08	5.00	5	3	7	30
MWX-12	0.03	<0.01	0.04	5.00	4	<2	5	30
MWX-13	0.08	<0.01	0.20	5.00	4	<2	7	30
MWX-14	0.02	<0.01	0.03	5.00	4	<2	7	30

Limit Level exceedances were recorded for groundwater monitoring in the reporting period and actions in accordance with the Event and Action Plan presented in Annex F2 were undertaken.  Investigation of the Limit Levels exceedances was conducted and the investigation reports are presented in Annex F6.

Based on the investigation conducted for the monitoring event with potential Limit Levels exceedances with the Contractor and the IEC, the groundwater (ammoniacal-nitrogen) exceedance at MWX-6 on 6 March 2024, at MWX-5 on 3 May 2024, at MWX-7 on 5 August 2024 and 3 December 2024 were considered non Project-related and the groundwater (COD) exceedances at MWX-5 on 3 May 2024, at MWX-6 on 8 January 2024, 1 February 2024 and 6 March 2024, 10 April 2024 and 3 May 2024, at MWX-7 on 12 June 2024, 5 July 2024, 5 August 2024 and 3 December 2024, at MWX-8 on 6 March 2024, at MWX-9 on 5 July 2024 were considered non Project-related.

The Contractor was reminded to implement all relevant mitigation measures for the construction and operation works and maintain good site practice.  The ET will keep track on the monitoring data and ensure Contractor’s compliance of the environmental requirements.

2.4 Landfill Gas Monitoring

2.4.1 Monitoring Requirements

According to the updated EM&A Manual of the Project, landfill gas monitoring was carried out at the perimeter of the waste boundary (monitoring wells), area between the SENTX Site boundary and the waste boundary (surface emission), occupied on-site building, service voids, utilities pit and manholes in the vicinity of the SENTX (build-up of landfill gas) during the operation/restoration phase. Furthermore, the flammable gas surface emission survey route has been reviewed and updated against the latest construction/ operation programme and approved by EPD on 17 June 2024.

The Limit Levels for landfill gas monitoring is provided in Table 2.31 below.

Table 2.31 Limit Levels for Landfill Gas Constituents

Parameters	Monitoring Location	Limit Level (% (v/v))
Perimeter Landfill Gas Monitoring Wells ^(a)
Methane & Carbon Dioxide		Methane	Carbon Dioxide
	LFG1	1.0	3.2
	LFG2	1.0	4.3
	LFG3	1.0	6.3
	LFG4	1.0	7.0
	LFG5	1.0	3.4
	LFG6	1.0	9.1
	LFG7	1.0	1.5
	LFG8	12.6	2.4
	LFG9	2.5	1.7
	LFG10	3.5	1.6
	LFG11	3.0	2.0
	LFG12	13.2	1.5
	LFG13	22.5	2.7
	LFG14	5.2	1.8
	LFG15	18.2	2.0
	LFG16	1.0	2.0
	LFG17	17.8	2.4
	LFG18	2.3	2.1
	LFG19	6.3	3.1
	LFG20	1.0	4.6
	LFG21	1.0	4.8
	LFG22	1.0	4.0
	LFG23	1.0	10.3
	LFG24	1.0	4.7
	GP1	1.0	10.6
	GP2 (shallow)	1.0	11.4
	GP2 (deep)	1.0	10.4
	GP3 (shallow)	1.0	6.9
	GP3 (deep)	1.0	5.6
	GP4 (shallow)	1.0	11.6
	GP4 (deep)	1.0	7.7
	GP5 (shallow)	1.0	10.8
	GP5 (deep)	1.0	7.5
	GP6	1.0	8.4
	GP7	1.0	4.5
	GP12	1.0	2.3
	GP15	1.0	2.2
	P7	1.0	2.5
	P8	1.0	1.7
	P9	1.0	2.7
Service Voids, Utilities Pits and Manholes
Methane (or flammable gas)	Service voids, utilities pits and manholes	1% by volume
Permanent Gas Monitoring System
Methane (or flammable gas)	Permanent Gas Monitoring System	1% by volume (20% LEL)
Area Between the SENTX Site Boundary and Waste Boundary (Surface Emission)
Flammable gas	Area between SENTX site boundary and waste boundary	30 ppm
Notes: (a) Limit Levels established based on the pre-operation phase baseline and additional landfill gas monitoring results in the Pre-operation Baseline Monitoring Report.

Gas analysers in compliance with the specifications listed under Section 5.4.1 of the updated EM&A Manual were used to monitor the gas parameters at the landfill gas monitoring wells, service voids, utilities pits and manholes.  The gas analyser was calibrated by a laboratory accredited under HOKLAS at yearly intervals and checked before use to ensure the validity and accuracy of the results. A portable dip meter was used to monitor the water level in the monitoring wells.

Permanent gas monitoring systems with pre-set alarm levels for methane at 20% lower explosive limit (LEL, equivalent to 1% methane gas (v/v)) were installed and operated in all occupied on-site buildings at SENTX. A central control panel is equipped to alert site personnel when the gas concentration at any detector reaches the alarm level.

Flammable gas detector in compliance with the specifications listed under Section 5.4.1 of the updated EM&A Manual was used to measure flammable gas concentration.  Flammable gas surface emission survey was conducted at a slow pace with the inlet tube of the meter probe a few centimeters above ground surface to detect flammable gas emitted from the ground surface. 

Bulk gas samples were collected into inert sample containers (i.e. Tedlar Bag) and transferred to ALS Technichem (HK) Pty Ltd. (HOKLAS Registration No. 066) laboratory within 24 hours of collection for direct analysis on a gas chromatography within 48 hours after collection.  

The equipment used in the landfill gas monitoring programme is summarised in Table 2.32.  The landfill gas monitoring locations for perimeter landfill gas monitoring wells and service voids, utilities and manholes along the Site boundary and within the SENTX site are illustrated in Figure 2.4 - 2.6 and Annex G1, respectively.

Table 2.32 Landfill Gas Monitoring Details

Monitoring Location	Frequency	Parameter	Monitoring Dates	Equipment
Perimeter landfill gas monitoring wells (LFG1 to LFG24, P7 to P9, GP1 to GP7, GP12 and GP15)	Monthly	· Methane · Carbon dioxide · Oxygen · Atmospheric pressure	2 Jan 2024, 6 Feb 2024, 8 Mar 2024, 12 Apr 2024, 8 May 2024, 3 Jun 2024, 9 Jul 2024, 13 Aug 2024, 9 Sep 2024, 9 Oct 2024, 7 Nov 2024, 5 Dec 2024	GA5000 (S/N: G507306) GA5000 (S/N: G508090)
Service voids, utilities and manholes along the Site boundary and within the SENTX Site (UU1 to UU28)	Monthly	· Methane · Carbon dioxide · Oxygen	2 Jan 2024, 6 Feb 2024, 8 Mar 2024, 12 Apr 2024, 6 May 2024, 3 Jun 2024, 9 Jul 2024, 7 Aug 2024, 9 Sep 2024,  9 Oct 2024, 7 Nov 2024, 5 Dec 2024	GA5000 (S/N: G507306) GA5000 (S/N: G508090)
Permanent gas monitoring system in all occupied on-site buildings	Continuous	Methane (or flammable gas) by permanent gas monitoring system	1 Jan – 31 Dec 2024	Permanent gas monitoring system
Areas between the SENTX Site boundary and the waste boundary and location of vegetation stress	Quarterly	Flammable gas emitted from the ground surface	6 Feb 2024, 14 May 2024, 22 Aug 2024, 18 Nov 2024	GMI Leak Surveyor (S/N: 554846)
Bulk gas sampling at least 2 of the perimeters LFG monitoring wells	Quarterly	· Methane · Carbon dioxide · Oxygen · Nitrogen · Carbon monoxide · Other flammable gas	6 Feb 2024, 8 May 2024, 13 Aug 2024, 7 Nov 2024,	Gas sampling pump and Tedlar bags

2.4.2 Monitoring Schedule for the Reporting Month

The schedule for landfill gas monitoring during the reporting period is provided in Annex C.

2.4.3 Results and Observations

The landfill gas monitoring results are summarised and provided in Tables 2.33 - 2.36 and Annex G2, respectively.

Table 2.33 Summary of Landfill Gas Monitoring Results at Perimeter LFG Monitoring Wells in the Reporting Period

Location	Methane (% (v/v))				Carbon Dioxide (% (v/v))
	Monitoring Results			Limit Level ^(a)	Monitoring Results			Limit Level ^(a)
	Average	Min	Max		Average	Min	Max
LFG1	0.1	0.0	0.3	1	0.9	0.1	1.7	3.2
LFG2	0.1	0.0	0.4	1	0.7	0.0	1.6	4.3
LFG3	0.1	0.0	0.3	1	1.1	0.0	3.8	6.3
LFG4	0.1	0.0	0.3	1	0.2	0.0	1.7	7.0
LFG5	0.1	0.0	0.4	1	0.2	0.1	0.5	3.4
LFG6	0.1	0.0	0.3	1	0.2	0.0	0.5	9.1
LFG7	0.0	0.0	0.2	1	0.1	0.0	0.3	1.5
LFG8	0.0	0.0	0.2	12.6	0.1	0.0	0.2	2.4
LFG9	0.1	0.0	0.9	2.5	0.2	0.0	0.4	1.7
LFG10	0.1	0.0	1.3	3.5	0.1	0.0	0.3	1.6
LFG11	0.0	0.0	0.2	3	0.1	0.0	0.2	2.0
LFG12	0.1	0.0	0.3	13.2	0.1	0.0	0.7	1.5
LFG13	6.1	0.0	16.5	22.5	0.2	0.0	0.8	2.7
LFG14	0.1	0.0	0.3	5.2	0.1	0.0	0.3	1.8
LFG15	1.1	0.0	10.8	18.2	0.4	0.0	1.5	2.0
LFG16	0.0	0.0	0.1	1	0.4	0.1	1.6	2.0
LFG17	1.1	0.0	10.8	17.8	1.0	0.0	2.8	2.4
LFG18	0.0	0.0	0.1	2.3	0.7	0.1	2.0	2.1
LFG19	0.0	0.0	0.2	6.3	0.1	0.0	0.2	3.1
LFG20	0.0	0.0	0.1	1	0.2	0.0	0.7	4.6
LFG21	0.0	0.0	0.2	1	0.1	0.0	0.6	4.8
LFG22	0.0	0.0	0.1	1	0.1	0.0	0.1	4.0
LFG23	0.0	0.0	0.2	1	0.4	0.0	2.5	10.3
LFG24	0.0	0.0	0.2	1	0.1	0.0	0.1	4.7
GP1	0.1	0.0	0.3	1	4.2	0.1	7.9	10.6
GP2 (shallow)	0.1	0.0	0.3	1	0.9	0.2	1.7	11.4
GP2 (deep)	0.1	0.0	0.3	1	0.3	0.1	1.2	10.4
GP3 (shallow)	0.1	0.0	0.2	1	0.3	0.1	1.0	6.9
GP3 (deep)	0.1	0.0	0.2	1	0.3	0.1	1.3	5.6
GP4 (shallow)	0.0	0.0	0.2	1	0.6	0.1	1.1	11.6
GP4 (deep)	0.0	0.0	0.2	1	0.8	0.1	4.2	7.7
GP5 (shallow)	0.1	0.0	0.2	1	3.9	0.0	8.9	10.8
GP5 (deep)	0.0	0.0	0.2	1	0.1	0.1	0.2	7.5
GP6	0.0	0.0	0.2	1	1.4	0.1	5.6	8.4
GP7	0.0	0.0	0.2	1	0.4	0.1	1.2	4.5
GP12	0.1	0.0	0.4	1	0.2	0.0	1.3	2.3
GP15	0.1	0.0	0.3	1	0.0	0.0	0.2	2.2
P7	0.1	0.0	0.3	1	0.1	0.0	0.2	2.5
P8	0.1	0.0	0.3	1	0.1	0.0	0.2	1.7
P9	0.1	0.0	0.3	1	0.1	0.0	0.6	2.7
Notes: (a) Limit Levels established based on the pre-operation phase baseline and additional landfill gas monitoring results in the Pre-operation Baseline Monitoring Report.

Table 2.34 Summary of Landfill Gas Monitoring Results at Service Voids, Utilities Pits and Manholes in the Reporting Period

Location	Methane (% (v/v))
	Monitoring Results			Limit Levels
	Average	Min	Max
UU01	0.1	0.0	0.3	1.0
UU02	0.1	0.0	0.3	1.0
UU03	0.0	0.0	0.0	1.0
UU04	0.0	0.0	0.2	1.0
UU05	0.0	0.0	0.2	1.0
UU06	0.0	0.0	0.2	1.0
UU07	0.0	0.0	0.2	1.0
UU08	0.0	0.0	0.2	1.0
UU09	0.0	0.0	0.1	1.0
UU10	0.0	0.0	0.1	1.0
UU11	0.0	0.0	0.1	1.0
UU12	Voided due to latest site programme and on-going operation work			1.0
UU13	0.0	0.0	0.1	1.0
UU14	0.0	0.0	0.1	1.0
UU15	0.0	0.0	0.1	1.0
UU16	0.0	0.0	0.1	1.0
UU17	Voided due to latest site programme and on-going operation work			1.0
UU18	0.1	0.0	0.2	1.0
UU19	0.0	0.0	0.1	1.0
UU20	0.0	0.0	0.1	1.0
UU21	0.0	0.0	0.1	1.0
UU22	0.0	0.0	0.1	1.0
UU23	0.0	0.0	0.1	1.0
UU24	0.0	0.0	0.1	1.0
UU25	0.0	0.0	0.1	1.0
UU26	0.1	0.0	0.4	1.0
UU27	0.1	0.0	0.4	1.0
UU28	0.1	0.0	0.2	1.0

Table 2.35 Summary of Landfill Gas bulk sampling Monitoring Results in the reporting period

Parameters	Limit Level (LFG2) ^(a)	LFG2	Limit Level (LFG8) ^(a)	LFG8
February 2024
Methane (% (v/v))	1.0	<0.020	12.6	<0.020
Carbon Dioxide (% (v/v))	4.3	0.291	2.4	0.057
Oxygen (% (v/v))	-	19.5	-	20.1
Nitrogen (% (v/v))	-	78.3	-	78.2
Carbon Monoxide (% (v/v))	-	<0.020	-	<0.020
Hydrogen (% (v/v))	-	<0.020	-	<0.020
Ethane (ppmv)	-	<1.0	-	<1.0
Propane (ppmv)	-	<1.0	-	<1.0
Butane (ppmv)	-	<1.0	-	<1.0
Parameters	Limit Level (LFG2) ^(a)	LFG2	Limit Level (LFG8) ^(a)	LFG8
May 2024
Methane (% (v/v))	1.0	<0.020	12.6	<0.020
Carbon Dioxide (% (v/v))	4.3	0.624	2.4	0.089
Oxygen (% (v/v))	-	19.5	-	20.1
Nitrogen (% (v/v))	-	78.3	-	78.2
Carbon Monoxide (% (v/v))	-	<0.020	-	<0.020
Hydrogen (% (v/v))	-	<0.020	-	<0.020
Ethane (ppmv)	-	<1.0	-	<1.0
Propane (ppmv)	-	<1.0	-	<1.0
Butane (ppmv)	-	<1.0	-	<1.0
Parameters	Limit Level (LFG2) ^(a)	LFG2	Limit Level (LFG8) ^(a)	LFG8
August 2024
Methane (% (v/v))	1.0	<0.020	12.6	<0.020
Carbon Dioxide (% (v/v))	4.3	1.14	2.4	0.16
Oxygen (% (v/v))	-	19.2	-	20.1
Nitrogen (% (v/v))	-	79.5	-	76.9
Carbon Monoxide (% (v/v))	-	<0.020	-	<0.020
Hydrogen (% (v/v))	-	<0.020	-	<0.020
Ethane (ppmv)	-	<1.0	-	<1.0
Propane (ppmv)	-	<1.0	-	<1.0
Butane (ppmv)	-	<1.0	-	<1.0
Parameters	Limit Level (LFG4) ^(a)	LFG4	Limit Level (LFG6) ^(a)	LFG6
November 2024
Methane (% (v/v))	1.0	<0.020	1.0	<0.020
Carbon Dioxide (% (v/v))	7.0	0.063	9.1	0.128
Oxygen (% (v/v))	-	20.5	-	20.3
Nitrogen (% (v/v))	-	76.4	-	76.5
Carbon Monoxide (% (v/v))	-	<0.020	-	<0.020
Hydrogen (% (v/v))	-	<0.020	-	<0.020
Ethane (ppmv)	-	<1.0	-	<1.0
Propane (ppmv)	-	<1.0	-	<1.0
Butane (ppmv)	-	<1.0	-	<1.0
Notes: (a) Limit Levels established based on the pre-operation phase baseline and additional landfill gas monitoring results in the Pre-operation Baseline Monitoring Report

Table 2.36 Summary of flammable Gas surface emission monitoring Results in the reporting period

GPS Coordinates Latitude (N)	Longitude (E)	Monitoring Results (ppm)	Limit Level (ppm)
February 2024			30
22o16’43”	114o16’43”	27
22o16’32”	114o16’36”	13
22o16’26”	114o16’34”	25
22o16’30”	114o16’27”	15
May 2024
22o16’34”	114o16’38”	13
22o16’24”	114o16’26”	16
22o16’31”	114o16’27”	11
August 2024
22o16’34”	114o16’27”	23
22°16’32”	114°16’44”	28
22o16’32”	114°16’42”	23
22°16’33”	114°16’41”	21
22°16’34”	114°16’37”	16
22°16’30”	114°16’36”	7
22°16’26”	114°16’35”	7
22°16’26”	114°16’26”	7
22°16’21”	114°16’26”	8
22°16’17”	114°16’37”	13
22°16’16”	114°16’30”	25
November 2024
22°16’32”	114°16’44”	18
22°16’33”	114°16’41”	12
22°16’33”	114°16’37”	13
22°16’28”	114°16’35”	7
22°16’21”	114°16’37”	8
22°16’17”	114°16’33”	10
22o16’29”	114o16’27”	18

The alarm of the permanent gas monitoring systems with pre-set levels for methane at 20% lower explosive limit (LEL, equivalent to 1% methane gas (v/v)) was not triggered at all occupied on-site buildings at SENTX from January 2024 to December 2024.

Limit Levels exceedance was recorded for landfill gas monitoring in the reporting period and actions in accordance with the Event and Action Plan presented in Annex G3 were undertaken. Investigation of the Limit Levels exceedances was conducted and the investigation report is presented in Annex G4.

Based on the investigation conducted for the monitoring events with potential Limit Levels exceedance with the Contractor and the IEC, the landfill gas (carbon dioxide) exceedance at LFG17 on 13 August 2024 was considered non Project-related.

The Contractor was reminded to implement all relevant mitigation measures for the construction and operation works and maintain good site practice.  The ET will keep track of the monitoring data and ensure the Contractor’s compliance of the environmental requirements.

2.5 LANDSCAPE AND VISUAL Monitoring

2.5.1 Monitoring Requirements

According to the updated EM&A Manual of the Project, the monthly landscape and visual audit was conducted on 24 January 2024, 5 February 2024, 13 March 2024, 8 April 2024, 20 May 2024, 20 June 2024, 3 July 2024, 29 August 2024, 19 September 2024, 7 October 2024, 26 November 2024 and 19 and 31 December 2024 to monitor the implementation of the landscape and visual mitigation measures during operation/ restoration phase.

All relevant environmental mitigation measures listed in the approved EIA Report and the updated EM&A Manual and their implementation status are summarized in Annex B.

2.5.2 Results and Observations

The Contractor has implemented environmental mitigation measures as stated in the approved EIA Report and the EM&A Manual.

Regarding the landscape and visual audit, the Contractor was reminded to maintain the advance screen planting works regularly to ensure effective screening of views of project works from the High Junk Peak Trail. 

2.6 EM&A Site Inspection

Site inspections were carried out on a weekly basis with the Contractor, IEC and ER to monitor the implementation of proper environmental pollution control and mitigation measures under the Project. In the reporting period, 52 site inspections were carried out on the following dates:

•        4, 11, 18 and 25 January 2024;

•        1, 8, 15, 22 and 29 February 2024;

•        7, 14, 21 and 28 March 2024;

•        3, 11, 18 and 24 April 2024;

•        2, 9, 16, 23 and 30 May 2024;

•        6, 13, 20 and 27 June 2024;

•        3, 11, 18 and 25 July 2024;

•        1, 8, 15, 22 and 29 August 2024;

•        5, 12, 19 and 26 September 2024;

•        3, 10, 17, 24 and 31 October 2024;

•        7, 15, 21 and 28 November 2024; and

•        5, 12, 18 and 24 December 2024.

Key observations during the site inspections are summarised in Table 2.37.

Table 2.37 Key Observations Identified during the Site Inspection in this Reporting Month

Inspection Date	Environmental Observations and Recommendations
4 January 2024	· The Contractor shall enhance watering during the excavation operation near DP3 to minimise dust impact. · The Contractor shall replace the faded NRMM labels displayed on the excavators and display NRMM label on the generator at sorting area.
11 January 2024	· No observations during the site inspection.
18 January 2024	· The Contractor shall remove the general refuse accumulated at X10 channel regularly to ensure it is functioning properly at all times.
25 January 2024	· The Contractor shall remove the stockpiles near X10 channel to minimise the generation of high SS runoff and dust impact.
1 February 2024	· No observations during the site inspection.
8 February 2024	· The Contractor shall replace the faded NRMM label displayed on the excavator at Cell 4X. · The Contractor shall compact/remove the stockpiles near X10 channel to minimise the generation of high SS runoff and dust impact. · The Contractor shall remove the deposits and refuse accumulated at the sediment trap regularly to ensure it is functioning properly at all times. · The Contractor shall clean up the oil spillage near DP6 and handle the clean up materials as chemical waste.
15 February 2024	· The Contractor shall display a NRMM label on the excavator at Cell 4X. · The Contractor shall cleanup the oil spillage at the excavator at Cell 4X and handle the cleanup materials as chemical waste.
22 February 2024	· The Contractor shall install silt fencing around DP3 outlet to minimise SS runoff to the discharge point. · The Contractor shall cover the stockpiles near X10 channel to minimise the generation of high SS runoff and dust impact. · The Contractor shall arrange regular cleaning and removal of deposit and grit along the main haul road, especially near site entrance to minimise and to be carried on the public road.
29 February 2024	· The Contractor shall cover the stockpiles near X10 channel to minimise the generation of high SS runoff and dust impact.
7 March 2024	· No observations during the site inspection.
14 March 2024	· No observations during the site inspection.
21 March 2024	· No observations during the site inspection.
28 March 2024	· The Contractor shall replace the faded NRMM label displayed on the loader near sediment trap. · The Contractor shall remove the general refuse and deposited silt accumulated at the RC15 channel regularly to ensure it is functioning properly at all times.
3 April 2024	· No observations during the site inspection.
11 April 2024	· No observations during the site inspection.
18 April 2024	· The Contractor shall remove the deposited silt and grit accumulated at DP3 sediment pit regularly to ensure it is functioning properly at all times.
24 April 2024	· The Contractor shall remove the general refuse accumulated at X10 channel drop inlet to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt, grit and general refuse accumulated at DP4 sediment pit and outlet regularly to ensure it is functioning properly at all times. · The Contractor shall install extra silt fencing/ place sandbag at X10 channel to minimize high SS runoff to the channel. · The Contractor shall review the treatment capacity of the Wetseps at DP3, DP4 and DP6 to ensure all surface water it is treated before discharge.
2 May 2024	· The Contractor shall remove the deposited silt and grit accumulated at X10 channel regularly to ensure it is functioning properly at all times. · The Contractor shall adjust the pH of Wetsep 2 at DP4 to ensure all surface water is treated within pH 6-9 before discharge.
9 May 2024	· The Contractor shall repair the silt fencing at X10 channel near Pump House No.3 to minimize SS runoff to the channel.
16 May 2024	· The Contractor shall remove the general refuse accumulated at DP3 to prevent general refuse drops into sediment trap.
23 May 2024	· The Contractor shall review Wetsep treatment efficiency at DP3 to prevent non-compliance with the WPCO standard and EM&A requirement.  · The Contractor shall repair the silt fencing at X10 channel near Pump House No.3 to minimize SS runoff to the channel. · The Contractor shall remove the deposited silt and grit accumulated at X10 channel regularly to ensure it is functioning properly at all times.  · The Contractor remove the stagnant water and chemicals in the drip trays of Wetseps near DP4 and handle the clean-up materials as chemical waste.
30 May 2024	· The Contractor shall remove the deposited silt and grit accumulated at X10 channel regularly to ensure it is functioning properly at all times.
6 June 2024	· The Contractor shall review Wetsep treatment efficiency at DP4 to prevent non-compliance with the WPCO standard and EM&A requirement.  · The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetseps near DP4 and handle the clean-up materials as chemical waste.
13 June 2024	· The Contractor shall remove the general refuse accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall review the treatment capacity of the Wetseps at DP3, DP4 and DP6 to ensure all surface water it is treated before discharge.
20 June 2024	· The Contractor shall remove the deposited silt and grit accumulated at X10 channel regularly to ensure it is functioning properly at all times. · The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetseps near DP4 and handle the cleanup materials as chemical waste. · The Contractor shall repair the silt fencing along DP6 channel to minimize SS runoff to the channel.
27 June 2024	· The Contractor shall remove the deposited silt and grit accumulated at DP3 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at X10 channel and repair the silt fencing along X10 channel to minimize SS runoff to channel. · The Contractor remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall review the treatment capacity of the Wetseps at DP3 and DP4 to ensure all surface water it is treated before discharge.
3 July 2024	· The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP3 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
11 July 2024	· The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
18 July 2024	· The Contractor shall remove the deposited silt and grit accumulated at X10 channel regularly to ensure it is functioning properly at all times. · The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall review Wetsep treatment efficiency at DP4 to prevent non-compliance with the WPCO standard and EM&A requirement. · The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetsep 1 near DP4 and handle the clean-up materials as chemical waste.
25 July 2024	· The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
1 August 2024	· The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetseps near DP4 and handle the clean-up materials as chemical waste.
8 August 2024	· The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
15 August 2024	· The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.. · The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetsep 1 near DP4 and handle the clean-up materials as chemical waste.
22 August 2024	· The Contractor shall remove the deposited silt and grit accumulated near the road of DP3 regularly to minimize SS runoff to the DP3 sediment pit. · The Contractor shall repair the silt fencing along X10 channel to minimize SS runoff to the channel. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall review Wetsep treatment efficiency at DP4 to prevent non-compliance with the WPCO standard and EM&A requirement.
29 August 2024	· The Contractor shall remove the deposited silt and grit accumulated near the road of DP3 regularly to minimize SS runoff to the DP3 sediment pit. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
5 September 2024	· The Contractor shall remove the general refuse accumulated at DP3 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall arrange regular cleaning and removal of deposits along access road near DP3 to minimise SS runoff to the DP3 sediment pit. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
12 September 2024	· The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
19 September 2024	· The Contractor shall remove the general refuse at DP3 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the general refuse, deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
26 September 2024	· The Contractor shall remove the general refuse, the deposited silt and grit at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall review the treatment efficiency of Wetsep at DP6 to ensure compliance with the WPCO and EM&A requirement.
3 October 2024	· The Contractor shall remove the general refuse, the deposited silt and grit at DP3 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the general refuse, the deposited silt and grit at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetseps near DP4 and handle the cleanup materials as chemical waste.
10 October 2024	· The Contractor shall remove the general refuse accumulated at DP4 outlet and deposited silt and grit at DP4 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall review Wetseps treatment efficiency at DP4 to ensure compliance with the WPCO standard and EM&A requirements.
17 October 2024	· The Contractor shall remove the general refuse, deposited silt and grit accumulated at X10 channel near Sump House No.2 to ensure it is functioning properly at all times. · The Contractor shall repair the silt fencing along X10 channel near Sump House No. 2 to minimize SS runoff to the channel.
24 October 2024	· The Contractor shall remove the general refuse accumulated at DP3 sediment pit to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit to ensure it is functioning properly at all times.
31 October 2024	· The Contractor shall clean up the oil spillage near SENTx vehicle washing facility and handle the clean-up materials as chemical waste. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit to ensure it is functioning properly at all times.
7 November 2024	· The Contractor shall remove the general refuse accumulated at X10 channel near DP3 regularly to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit regularly to ensure it is functioning properly at all times.
15 November 2024	· The Contractor shall remove the general refuse accumulated at DP3 sediment pit regularly to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at X10 channel near DP3 regularly to ensure it is functioning properly at all times. · The Contractor shall compact/remove the stockpiles near X10 channel to minimise the generation of high SS runoff and dust impact. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit to ensure it is functioning properly at all times. · The Contractor shall review the treatment capacity of the Wetseps at DP4 to ensure all surface water is treated before discharge.
21 November 2024	· The Contractor shall continue to remove the deposited silt and grit accumulated at DP4 sediment pit to ensure it is functioning properly at all times. · The Contractor shall clean up the oil spillage near DP4 and handle the clean-up materials as chemicals waste. · The Contractor shall remove the stagnant water and chemicals in the drip trays of Wetseps near DP4 and handle the clean-up materials as chemical waste.
28 November 2024	· The Contractor shall remove the fallen leaves accumulated at DP3 sediment pit to ensure it is functioning properly at all times. · The Contractor shall remove the general refuse accumulated at X10 channel to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grits accumulated at DP4 sediment pit to ensure it is functioning properly at all times
5 December 2024	· The Contractor shall remove the general refuse accumulated at X10 channel near Pump House No. 4 to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit to ensure it is functioning properly at all times.
12 December 2024	· The Contractor shall remove the general refuse accumulated at X10 channel to ensure it is functioning properly at all times. · The Contractor shall remove the deposited silt and grit accumulated at DP4 sediment pit to ensure it is functioning properly at all times.
18 December 2024	· The Contractor shall continue to remove the general refuse, deposited silt and grit accumulated at DP4 outlet and sediment pit to ensure it is always functioning properly.
24 December 2024	· The Contractor shall remove the general refuse accumulated at DP4 outlet regularly to ensure it is functioning properly at all times.

The Contractor has rectified all observations identified during environmental site inspections in the reporting period. Key environmental deficiencies identified and the corresponding rectification actions are presented in Table 2.37.

Table 2.38 Summary of Environmental Deficiencies Identified and Corresponding Rectification Actions

Deficiencies	Rectifications Implemented	Proposed Additional Control Measures
Surface Water
Intercepting channels & drainage system	· Reviewed drainage plan.	· Addition of channels. · Expedite the construction of permanent sediment trap and discharge culverts.
DP channels (design & regular silt removal)	· Carried out regular maintenance and cleaning of channels. · DP4 channel: Area near the channel was paved with concrete and a bund was built. · DP6 channel: Gravel piles on the channel were covered with concrete which serve as blocks for running water and to divide the channel into several sections. A pump was placed in the water zone in the upstream section to pump water to the Wetsep for treatment prior to the discharge to the last section before the weir plate.   · DP6: Pipes through the gravel piles between different channel sections were covered with geotextiles to block debris and silt.	N.A.
Stockpiles & exposed soil	· Installed silt fencing near surface water channel along DP6 channel.	· Improve soil covering. · Compaction and cover for stockpiles and soil slopes.
Wetsep (treatment capacity & number)	· Reviewed Wetsep capacity. · Chemicals dosage of the Wetsep was increased to enhance the efficiency.	· Install additional Wetsep.
Backflow / ponding during heavy rainfall	· Raised with EPD (LDG) and CEDD.	N.A.

2.7 Waste Management Status

The Contractor has registered as chemical waste producer under the Contract.  Sufficient numbers of receptacles were available for general refuse collection and sorting.

As informed by the Contractor, waste generated during this reporting period includes inert C&D materials, non-inert C&D waste, yard waste, recyclable materials and chemical wastes.  Reference has been made to the waste flow table prepared by the Contractor.  The quantities of different types of wastes and imported fill materials are summarized in Table 2.39.

Table 2.39 Quantities of Different Waste Generated and Imported Fill Materials

Month/Year	Inert C&D Materials ^(a) (in ‘000m^3)	Imported Fill (in ‘000kg)^(b)		Inert Construction Waste Re-used (in ‘000m^3)	Non-inert Construction Waste ^(c) (in ‘000m^3)	Recyclable Materials ^(d)  (in ‘000kg)	Yard Waste (in ‘000kg)		Chemical Wastes (in ‘000kg)
		Rock	Soil				Y Park	SENT
Jan 24	379.89	0	0	0	0.26	0	0	0	0.80
Feb 24	156.39	0	0	0	0	0	2.66	0	0.80
Mar 24	86.62	0	0	0	0	0	0	0	0.80
Apr 24	0	0	0	0	0	0.28	3.23	0	0.91
May 24	0	0	0	0	0	0	0	0	0.80
Jun 24	0	0	0	0	0	0.25	0	0	0.80
Jul 24	0	0	0	0	0	0	0	0	0.91
Aug 24	0	0	0	0	0	0	0	0	0.80
Sep 24	0	0	0	0	0	0	6.68	0	0.80
Oct 24	0	0	0	0	0	0.25	0	0	0.80
Nov 24	0	0	0	0	0	0	0	0	0.80
Dec 24	0	0	0	0	0	0	0	0	1.04
Notes: (a) Inert construction wastes include hard rock and large broken concrete, and materials disposed as public fill.  Density assumption: 1.6 (kg/L) for public fill. (b) Imported fill refers to materials generated from other project for on-site reuse. (c) Non-inert construction wastes include general refuse disposed at landfill. Density assumption: 0.9 (kg/L) for general refuse. (d) Recyclable materials include metals, paper, cardboard, plastics and others.

2.8 IMPLEMENTATION STATUS OF ENVIRONMENTAL MITIGATION MEASURES

A summary of the Environmental Mitigation Implementation Schedule is presented in Annex B. The necessary mitigation measures were implemented properly for the Project.

2.9 Summary of Exceedances of the Environmental Quality Performance Limit

The operation/ restoration phase noise monitoring results complied with the Action and Limit Levels in the reporting period.

Four exceedances of Action and Limit Levels for dust (TSP), two exceedances of Limit Level for landfill gas flare stack emission (Benzene), one exceedance of Limit Levels for landfill gas flare stack emission (carbon monoxide (CO)), one exceedance of the Limit Levels for surface water (ammoniacal-nitrogen), two exceedances of the Limit Levels for surface water (suspended Solids (SS)), four exceedances of the Limit Level for groundwater (ammoniacal-nitrogen), twelve exceedances of the Limit Level for groundwater (COD), one exceedance of the Limit Level for perimeter landfill gas (carbon dioxide) were recorded in the reporting period.

The TSP exceedances at AM1 on 2 and 8 January 2024, 14 and 26 March 2024 were considered non Project-related upon further investigation.

The landfill gas flare stack emission (Benzene and CO) exceedances on 18 April 2024 and the landfill gas flare stack emission (Benzene) exceedance on 9 May 2024 were considered Project-related upon further investigation.

The surface water (ammoniacal-nitrogen) exceedance at DP3 and the surface water (SS) exceedances at DP4 and DP6 on 6 May 2024 and 12 June 2024, respectively, were found deemed to Project-related activities upon further investigation.

The groundwater (ammoniacal-nitrogen) exceedance at MWX-6 on 6 March 2024, at MWX-5 on 3 May 2024, at MWX-7 on 5 August 2024 and 3 December 2024 were considered non Project-related and the groundwater (COD) exceedances at MWX-5 on 3 May 2024, at MWX-6 on 8 January 2024, 1 February 2024 and 6 March 2024, 10 April 2024 and 3 May 2024, at MWX-7 on 12 June 2024, 5 July 2024, 5 August 2024 and 3 December 2024, at MWX-8 on 6 March 2024, at MWX-9 on 5 July 2024 were considered non Project-related upon further investigation.

The perimeter landfill gas (carbon dioxide) exceedance at LFG17 on 13 August 2024 was considered non Project-related upon further investigation.

Cumulative statistics on exceedances is provided in Annex H.

2.10 Summary of Complaints, Notification of Summons and Successful Prosecutions

There were no complaints, notification of summons or prosecution recorded in the reporting period.

Statistics on complaints, notifications of summons, successful prosecutions are summarised in Annex H.

3. conclusion and recommendations

This Annual EM&A Report presents the findings of the EM&A activities undertaken during the period from 1 January 2024 to 31 December 2024 in accordance with the updated EM&A Manual and the requirements of the Environmental Permit (EP-308/2008/C).

Air quality (24-hour TSP, odour, thermal oxidiser, landfill gas flare and landfill gas generator stack emission, ambient VOCs, ammonia and H₂S), noise, water quality (surface water, leachate and groundwater) and landfill gas monitoring were carried out in the reporting period.  Results for noise monitoring complied with the Action and Limit Levels in the reporting period.

Four exceedances of Action and Limit Levels for dust (TSP), two exceedances of Limit Level for landfill gas flare stack emission (Benzene) and one exceedance of Limit Levels for landfill gas flare stack emission (CO), one exceedance of the Limit Levels for surface water (ammoniacal-nitrogen), two exceedances of the Limit Levels for surface water (SS), four exceedances of the Limit Level for groundwater (ammoniacal-nitrogen), twelve exceedances of the Limit Level for groundwater (COD) and one exceedance of the Limit Levels for perimeter landfill gas (carbon dioxide) were recorded in the reporting period.

Fifty-two environmental site inspections were carried out during the reporting period.  Environmental deficiencies were identified during the site. inspection and the Contractor has proposed additional control measures to rectify the deficiencies.

There were no complaints, notification of summons or prosecution recorded in the reporting period.

It is noted that most environmental pollution control and mitigation measures were properly implemented and the construction and operation activities of the Project did not introduce any adverse impact to the sensitive receivers in the reporting period. Yet, some environmental deficiencies were identified during the reporting period and additional control measures have been proposed by the Contractor to rectify the corresponding deficiencies. The monitoring programme has been reviewed and was considered as adequate to cater for the nature of works in progress. Change to the monitoring programme was thus not recommended at this stage. The monitoring programme will be evaluated as appropriate in the next reporting period. The ET will keep track of the construction works to confirm compliance of environmental requirements and the proper implementation of all necessary mitigation measures.

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([1])     ERM (2018).  South East New Territories (SENT) Landfill Extension: Environmental Monitoring & Audit Manual

([2])     ERM (2007).  South East New Territories (SENT) Landfill Extension – Feasibility Study: Environmental Impact Assessment Report