CONTENTS

 

 

 

Appendix A        Master Programme

 

Appendix B        Overview of Desalination Plant in Tseung Kwan O

 

Appendix C        Summary of Implementation Status of Environmental Mitigation

 

Appendix D       Water Quality Monitoring Graphical Presentation

Appendix E        Summary of Exceedances

Appendix F        Waste Flow Table

Appendix G        Complaint Log

Appendix H       Event/Action Plan for Water Quality Monitoring

 Appendix I        Event/Action Plan for Construction Noise Exceedance

 

 

 

 

 


EXECUTIVE SUMMARY

 

INTRODUCTION

 

A1. The Project, Design, Build and Operate First Stage of Tseung Kwan O Desalination Plant (TKODP), is a Designated Project under the Environmental Impact Assessment Ordinance (Cap. 499) (EIAO) and is currently governed by a Further Environmental Permit (EP No. FEP- 01/503/2015/A) for the construction and operation of the Contract.

 

A2. In accordance with the Environmental Monitoring and Audit (EM&A) Manual for the Contract, EM&A works for marine water quality, noise, waste management and ecology should be carried out by Environmental Team (ET), Acuity Sustainability Consulting Limited (ASCL), during the construction phase of the Contract.

 

A3.  This is the 8th Quarterly EM&A Report, prepared by ASCL, for the Contract summarizing the monitoring results and audit findings of the EM&A programme at and around Tseung Kwan O Area 137 (TKO 137) during the reporting period from 1 December 2021 to 28 February 2022.

 

A4. The EM&A programme for this contract has covered environmental monitoring on construction noise level at selected NSRs and Contractor¡¦s environmental performance auditing in the aspects of construction dust, construction noise, water quality, waste management, Landscape and Visual and Ecology.

 

SUMMARY OF MAIN WORKS UNDERTAKEN & KEY MITIGATION MEASURES IMPLEMENTED

 

A5.        Key activities carried out in this reporting period for the Project included the followings:

-              Land Survey;

-              Construction of ActiDAFF Roof Slab;

-              Construction of Reverse Osmosis (RO) Building - staircases; water tank; Electrical Building roof and internal finishing works;

-              Construction of Product Water Storage Tank (PWST) perimeter wall and Electrical Building¡¦s roof slab;

-              Construction of sludge thickener, Post Treatment Building (PTB);

-              Construction of On-Site Chlorine Generation Building (OSCG Bldg);

-              Manhole construction and Glass Reinforced Plastic (GRP) pipe installation;

-              Commence construction of manholes no. 8 and no. 9 adjacent to PWST;

-              Construction of manholes no.15 and no.16 adjacent to ActiDAFF and RO;

-              Construction of 1/F to 2/F walls and columns of Administration Building

-              Construction of Post Treatment Building 1/F;

-              Construction of first floor columns and walls of Administration Building;

-              Construction of structural wall and Roof of Chemical Building;

-              Construction of reinforced concrete (R.C) footing and support of Inspection Corridor;

-              Internal finishing work in Product Water Storage Tank (PWST), Main Electrical & Central Chiller Plant Building;

-              Outfall Shaft dewatering; rock cutting and excavation works;

-              Outfall Shaft - works inside the caisson to check and grout/welding water leaking spots;

-              Outfall Shaft - welding works of working platform atop the caisson;

-              Outfall Shaft - material lifting for rock coring and pumping clean seepage water within silt curtain area;

-              Intake tunnel - Demobilize the pipe jacking system and commencement of grouting works;

-              Excavation & Lateral Support (ELS) erection and marine dredging commencement and disposal at Intake Shaft;

-              Installation of brackets and welding works of the waling at Intake Shaft;

-              Pipe jacking at Combined Shaft for Intake & Outfall pipelines;

-              Cable drawpit construction;

-              Glass Reinforced Plastic (GRP) pipe lamination and laying;

-              Construction of 1st floor structural wall of Chemical Building;

-              Wan Po Road Sewage Rising Main Works - Temporary Traffic Arrangement (TTA), excavation and laying High-Density Polyethylene (HDPE) pipe;

-              Construction of On-Site Chlorine Generation (OSCG) Building footing and roof floor;

-              Construction of base slab of Pump house;

-              Dismantling of tower crane TC03;

-              Construction of carbon dioxide (CO2) tank footing

-              E&M works - ActiDAFF - scaffolding, installation of E&M piping; and

-              E&M works - Reverse Osmosis (RO) Building - Fire services installation;

 

A6.   The major environmental impacts brought by the above construction works include:

-      Construction dust and noise generation from marine construction works, excavation works, ELS installation works, breaking of concrete surface and construction works; rock cutting works and pipe piling driving works

-      Waste generation from the construction activities

-      Impact on water quality from marine construction works and inland construction works

 


A7.        The key environmental mitigation measures implemented for the Project in this reporting period associated with the above construction works include:

-      Dust suppression by regular wetting and water spraying for construction works

-      Reduction of noise from equipment and machinery on-site and regularly inspection to machinery and plants/vehicles on-site to ensure proper functioning

-      Sorting and storage of general refuse and construction waste

-      Deployment of temporary silt curtain in the area where marine construction works were conducted and deployment of water sedimentation tanks for treatment of wastewater at inland areas before discharge

SUMMARY OF EXCEEDANCE & INVESTIGATION & FOLLOW-UP

 

A8. No noise monitoring was conducted during the reporting period since there are no project- related construction activities undertaken within a radius of 300m from the monitoring locations. No exceedance of the Action Level was recorded during the reporting period.

 

A9. The EM&A works for water quality were conducted during the reporting period in accordance with the EM&A Manual.

 

A10. Water quality monitoring was conducted as schedule in the reporting period. One hundred and ninety-three (193) action level exceedances and One hundred and thirty-two (132) limit level exceedances for suspended solids (SS) of impact water quality monitoring were recorded.

 

A11. In this reporting period, 66 times of landfill gas monitoring were recorded at Wan Po Road (Ch1+360 - Ch1+513). No action and limit level exceedance for methane, oxygen and carbon dioxide was recorded. Monitoring was conducted during excavations at 1m depth or more within the consultation zone and whenever workers entered the excavation on the day.

 

A12. Weekly site inspections of the construction works were also carried out by ET to audit the mitigation measures implementation status. 13 times of weekly Joint site inspections were carried out by ET and IEC.

 

A13.  A summary of the EM&A activities in this reporting period is listed in Table I and summary of the environmental exceedance of the reporting period is tabulated in Table II.

 

 

 


Table I                 Summary Table for EM&A Activities in the Reporting Period

EM&A Activities

December 2021

January 2022

February 2022

Noise Monitoring

N/A

N/A

N/A

Water               Quality Monitoring

2, 4, 7, 9, 11, 14, 16, 18,

21, 23, 25, 28 and 30

Dec 2021

1, 4, 6, 8, 11, 13, 15,

18 ,20, 22, 25, 27, 29

and 31 Jan2022

4, 8, 10, 12, 15, 17, 19,

22, 24 and 26 Feb 2022.

Landfill                    Gas monitoring

31 Dec 2021

1, 4, 5, 6, 7, 8, 10, 11, 12,

13, 14, 15, 17, 18, 19,

20, 21, 22, 24, 25, 26,

27, 28, 29 and 31 Jan

2022

8, 9, 10, 11, 12, 14, 15,

16 and 17 Feb 2022

Environmental Site Inspection

7, 15, 22 and 31 Dec

2021

4, 11, 18, 26 and 31 Jan

2022

8, 17, 23 and 28 Feb

2022

 

Table II               Summary Table for Exceedance in the Reporting Period

Environmental Monitoring

Parameter

No of non- Project related

exceedance

Total No. of non-Project related

exceedance

No of Project related

exceedance

Total No. of Project related

exceedance

AL

LL

AL

LL

Noise

Leq (30min)

N/A

N/A

N/A

N/A

N/A

N/A

 

Water

DO

0

0

0

0

0

0

Turbidity

0

0

0

0

0

0

SS

193

132

325

0

0

0

pH

0

0

0

0

0

0

Salinity

0

0

0

0

0

0

 

Landfill Gas

O2

0

0

0

0

0

0

CH4

0

0

0

0

0

0

CO2

0

0

0

0

0

0

 

COMPLAINT HANDLING AND PROSECUTION

 

A14.     No environmental complaint was received during the reporting period.

 

A15.     Neither notifications of summons nor prosecution was received for the Project.

 

REPORTING CHANGE

 

A16.     There was no change to be reported that may affect the on-going EM&A programme.

 

 

 

 

 


1.              BASIC PROJECT INFORMATION

 

1.1.      BACKGROUND

The Acciona Agua, S.A. Trading, Jardine Engineering Corporation Limited and China State Construction Engineering (Hong Kong) Limited and as AJC Joint Venture (AJCJV) is contracted to carry out the Design, Build and Operate First Stage of Tseung Kwan O Desalination Plant (DPTKO) under Contract No. 13/WSD/17 (the Contract).

Acuity Sustainability Consulting Limited (ASCL) is commissioned by AJCJV to undertake the Environmental Team (ET) services as required and/or implied, both explicitly and implicitly, in the Environmental Permit (EP), Environmental Impact Assessment Report (EIA Report) (Register No. AEIAR-192/2015) and Environmental Monitoring and Audit Manual (EM&A Manual) for the Contract; and to carry out the Environmental Monitoring and Audit (EM&A) programme in fulfillment of the EIA Report¡¦s EM&A requirements and Contract No. 13/WSD/17 Specification requirements.

Pursuant to the Environmental Impact Assessment Ordinance (EIAO), the Director of Environmental Protection granted the Environmental Permit (No. EP-01/503/2015) and Variation of Environmental Permit (No. EP-01/503/2015/A) to Water Supplies Department (WSD); and granted the Further Environmental Permit (No. FEP-01/503/2015/A) to AJCJV for the Contract.

1.2.      THE REPORTING SCOPE

This is the 8th Quarterly EM&A Report for the Project which summarizes the key findings of the EM&A programme during the reporting period from 1 December 2021 to 28 February 2022.

 

1.3.      PROJECT ORGANIZATION-

The Project Organization structure for Construction Phase is presented in Figure 1.1.

 

Figure 1.1        Project Organization Chart

 


Contact details of the key personnel are presented in Table 1.1 below:

 

Table 1.1         Contact Details of Key Personnel

 

Party

Position

Name

Telephone no.

Project Proponent

SE/CM2

Benny Lam

2634-3573

Supervising Officer (Binnies Hong Kong Limited)

Project Manager

Christina Ko

2608-7302

Chief Resident Engineer

Roger Wu

6343-1002

The Jardine Engineering Corporation, Limited, China State Construction Engineering (Hong Kong) Limited and Acciona Agua, S.A. Trading

Project Manager

Stephen Yeung

2807-4665

Environmental Monitoring Manager

 

Brian Kam

 

9456-9541

Acuity Sustainability Consulting Limited

Environmental Team Leader

 

Jacky Leung

 

2698-6833

 

ANewR Consulting Limited

Independent Environmental Checker (IEC)

 

Louis Kwan

 

2618-2831

 

1.4.      SUMMARY OF CONSTRUCTION WORKS

Details of the major construction activities undertaken in this reporting period are shown as below. The construction programme is presented in Appendix A.

 

Key activities carried out in this reporting period for the Project included the following:

-      Land Survey;

-      Construction of ActiDAFF parapet and solar panel supports at roof

-      Construction of Reverse Osmosis (RO) Building - staircases and internal finishing;

-      Construction of Sludge tank, sludge thickener and Post treatment building (PTB);

-      Construction of On-Site Chlorine Generation (OSCG) Building and carbon dioxide (CO2) tank area;

-      Internal finishing works at Product Water Storage Tank (PWST) and Main Electrical & Central Chiller Plant Building

-      Construction of manhole and Glass Reinforced Plastic (GRP) pipe installation;

-      Commence construction of Manholes no.15 and no.16 adjacent to ActiDAFF and Reverse Osmosis Area (RO);

-      Construction of first and second floor walls and columns of Administration Building;

-      Construction of reinforced concrete (RC) support of Inspection Corridor;

-      Construction of floor structural wall and roof of Chemical Building;

-      Dewatering, predrill, rock cutting and excavations at Outfall Shaft;

-      Excavation & Lateral Support (ELS) erection and commencement of marine dredging and disposal at Intake Shaft;

-      Retrieval of DN 2500 Tunnel Boring Machine (TBM) underwater at Intake Shaft;

-      Demobilize the pipe jacking system and commencement of grouting works at Intake Shaft;

-      Concrete blinding laying and backfill with aggregate at Intake Shaft;

-      Pipe jacking works at Combined Shaft for Intake & Outfall pipelines;

-      Construction of base slab of Pump house

-      E&M works - ActiDAFF - scaffolding, installation of E&M piping;

-      E&M works - RO- Fire services installation;

-      E&M works - CO2 tank area - installation of Silos; and

-      E&M works - Chiller Building - installation of chillers;

 

1.5.         SUMMARY OF ENVIRONMENTAL STATUS

A summary of the valid permits, licences, and /or notifications on environmental protection for this Project is presented in Table 1.2.

Table 1.2 Summary of the Status of Valid Environmental Licence, Notification, Permit and Documentations

 

Permit/ Licenses/ Notification

Reference

Validity Period

Environmental Permit

FEP - 01/503/2015/A

Throughout the Contract

Notification of Construction Works under the Air Pollution Control (Construction

Dust) Regulation (Form NA)

Ref. No.: 451539

-

Wastewater Discharge Licence (Land and Marine works)

WT00035775-2020

24/07/2020 -31/07/2025

Chemical Waste Producer Registration

5213-839-A2987-01

Throughout the Contract

Billing Account for Disposal of Construction Waste

7036276

Throughout the Contract

Construction Noise Permit (24 hours) -

CNP for general works, TBM at Combined Shaft and marine works

GW-RE1041-21

01/11/2021 - 30/04/2022

Vessel CHITs for fill disposal

7039300

20/01/2022 - 20/04/2022

Dumping at Sea Ordinance (DASO) Permit (Category L)

EP/MD/22‐028

02/08/2021 - 01/02/2022

Dumping at Sea Ordinance (DASO) Permit (Category M)

EP/MD/22-083

03/12/2021 - 02/01/2022

 

The status for all environmental aspects is presented in Table 1.3.


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

 

Parameters

Status

Water Quality

Baseline Monitoring under EM&A Manual

The baseline water quality monitoring was conducted between 12 May 2020 and 6 June 2020

Impact Monitoring

On-going

Noise

Baseline Monitoring

The baseline noise monitoring result has been reported in

Baseline Monitoring Report and submitted to EPD under EP Condition 3.4

Impact Monitoring

On-going

Waste Management

Mitigation Measures in Waste Management Plan

On-going

Landfill Gas

Regular Monitoring when Construction Works are within the 250m Consultation Zone

In this reporting period, 66 times of landfill gas monitoring were recorded at Wan Po Road (Ch1+360 - Ch1+513). No exceedance of action and limit level for methane, oxygen and carbon dioxide was observed. Monitoring was conducted during excavations at 1m depth or more within the consultation zone and whenever workers entered the

excavation on the day.

Environmental Audit

Site Inspection covering Measures of Air Quality, Noise Impact, Water

Quality, Waste, Ecological Quality, Fisheries, Landscape and Visual

On-going

 

Other than the EM&A work by ET, environmental briefings, trainings and regular environmental management meetings were conducted, in order to enhance environmental awareness and closely monitor the environmental performance of the contractors.

The EM&A programme has been implemented in accordance with the recommendations presented in the approved EIA Report and the EM&A Manual. A summary of implementation status of the environmental mitigation measures for the construction phase of the Project during the reporting period is provided in Appendix C.

 

 

 

 

 

 


2.              NOISE

 

2.1.      MONITORING REQUIREMENTS

To ensure no adverse noise impact, construction noise monitoring is recommended to be carried out within 300m radius from the nearby noise sensitive receivers (NSRs), during construction phase. The NSRs selected as monitoring station are (i) NSR4 - Creative Secondary School, (ii) NSR24 - PLK Laws Foundation College, and (iii) NSR31 - School of Continuing and Professional Studies - CUHK respectively.

No impact construction noise monitoring was conducted in the reporting period due to the overly distant monitoring station from the works location, where they were farther than 1 km from the closet monitoring station NSR4 to the works location.

2.2.      MONITORING PARAMETERS, FREQUENCY AND DURATION

Construction noise level would be measured in terms of the A-weighted equivalent continuous sound pressure level (LAeq). Leq 30min was used as the monitoring parameter for the time period between 0700 and 1900 on normal weekdays. Table 2.1 summarizes the monitoring parameters, frequency and duration of the impact noise monitoring.

Table 2.1 Noise Monitoring Parameters, Time, Frequency and Duration

 

Time

Duration

Interval

Parameters

Daytime: 0700-1900

Day time:

0700-1900

(during normal weekdays)

Continuously in

Leq 5min/Leq 30min (average of 6 consecutive Leq 5min)

Leq 30min

L10 30min & L90 30min

 

2.3.      MONITORING LOCATIONS

The monitoring locations should normally be made at a point 1m from the exterior of the NSRs building façade and be at a position 1.2m above the ground. A correction of +3dB(A) should be made to the free-field measurements.

According to the environmental findings detailed in the EIA report and Baseline Monitoring Report, the designated locations for the construction noise monitoring are listed in Table 2.2 below.

Table 2.2 Noise Sensitive Receivers

NSR ID

Noise Sensitive Receivers

Monitoring Location

Position

NSR 4

Creative Secondary School

Roof Floor

1 m from facade

NSR 24

PLK Laws Foundation College

Pedestrian Road on Ground Floor

Free-field

NSR 31

School of Continuing and Professional Studies - CUHK

Roof Floor

1 m from facade

 


The monitoring locations should normally be made at a point 1m from the exterior of the NSRs building façade and be at a position 1.2m above the ground. A correction of +3dB(A) should be made to the free-field measurements. Three noise monitoring locations for impact monitoring at the nearby sensitive receivers are shown in Figure 2.1-2.3.

 

 

 

 

 

Figure 2.1 NSR4 Creative Secondary School

 


 

 

Figure 2.2 NSR24 PLK Laws Foundation College

 

Figure 2.3 NSR31 School of Continuing and Professional Studies - CUHK

 

 


2.4.      ACTION AND LIMIT LEVELS

The Action/Limit Levels are in line with the criteria of Practice Note for Professional Persons (ProPECC PN 2/93) ¡§Noise from Construction Activities - Non-statutory Controls¡¨ and Technical Memorandum on Environmental Impact Assessment Process issued by HKSAR Environmental Protection Department [¡§EPD¡¨] under the Environmental Impact Assessment Ordinance, Cap 499,

S.16 are presented in Table 2.3.

 

Table 2.3    Action and Limit Levels for Construction Noise Monitoring per EM&A Manual

 

Time Period

Action Level

Limit Level (dB(A))

 

0700-1900 on normal weekdays

When one documented complaint is received from any one of the noise sensitive receivers

-          70 dB(A) for school and

-          65 dB(A) during examination period

Notes: Limits specified in the GW-TM and IND-TM for construction and operation noise, respectively.

 

If exceedances were found during noise monitoring, the actions in accordance with the Event and Action Plan shall be carried out according to Appendix E.

 

 

 

 

 

2.5.      MONITORING RESULTS AND OBSERVATIONS

 

Referring to EM&A manual Section 4.1.2, the impact noise monitoring should be carried out when there are project-related construction activities undertaken within a radius of 300m from the monitoring stations. No noise monitoring station was located within a radius of 300m of the Project site as shown in Figure 2.4, no impact monitoring for noise impact was conducted in the reporting period.


 

Figure 2.4        Site Layout Plan with Noise Sensitive Receivers and Desalination Plant
 
 
 
 
 

3.                 WATER QUALITY

 

In accordance with the recommendations of the EIA, water quality monitoring is required during dredging for the submarine pipelines and, during operation phase. In addition, baseline water quality monitoring was conducted prior to the commencement of marine construction activities.

The following Section provides details of the water quality monitoring to be undertaken by the Environmental Team (ET) to verify the distance of sediment and brine plume dispersion and to identify whether the potential exists for any indirect impacts to occur to ecological sensitive receivers. The water quality monitoring programme was carried out to allow any deteriorating water quality to be readily detected and timely action taken to rectify the situation.

Water quality monitoring for the Project can be divided into the following stages:

 

-               Dredging activities during construction phase;

 

-               Discharge of effluent from main disinfection during construction phase;

 

-               Operation phase - first year upon commissioning; and,

 

-               Continuous monitoring of effluent quality.

 

In addition, the marine works contractor is required to complete a silt curtain efficiency test for the combined use of floating silt curtain type and cage type silt curtain for dredging at seawater intake to confirm the silt curtain reduction efficiency assumptions of the assessment. The details of testing plan together with the silt curtain deployment plan shall be submitted by the ET to seek approval from the IEC and EPD.

With the onset of marine dredging activities in late April at Outfall Shaft Area, a silt curtain efficiency test has been conducted at the Outfall Shaft Area on 16t April 2021 at 6 monitoring intervals (08:00, 10:00, 12:00, 14:00, 16:00, 18:00). The baseline monitoring event has been conducted on 10 April 2021 at 5 monitoring locations. Testing protocols and methodologies had followed the guidelines as presented in the EM&A Manual Annex C. Detailed analysis of in-situ and laboratory data was presented in a separate report which has been submitted to EPD after approval by IEC on 31 May 2021. The overall Silt Removal Effectiveness at Outfall Shaft Area for the combined used of cage and floating type silt curtains was 95.28%.

 

3.1.      WATER QUALITY PARAMETERS

The parameters that have been selected for measurement in situ and in the laboratory are those that were either determined in the EIA to be those with the most potential to be affected by the construction works or are a standard check on water quality conditions. Parameters measured in the impact monitoring are listed in Table 3.1.

 

 

 


Table 3.1 Parameters measured in the impact marine water quality monitoring

 

Parameters

Unit

Abbreviation

In-situ measurements

Dissolved oxygen

mg/L

DO

Temperature

oC

-

pH

-

-

Turbidity

NTU

-

Salinity

0/00

-

Total Residual Chlorine NOTE1

mg/L

TRC

Laboratory measurements

Suspended Solids

mg/L

SS

Iron-Soluble NOTE2

mg/L

Fe

Anti-scalant as Reactive Phosphorus NOTE2

mg/L

PO4 as P-

NOTE 1: Monitoring of TRC will be conducted when cleaning and sterilization of the new freshwater main is carried out.

 

In addition to the water quality parameters, other relevant data were measured and recorded in Water Quality Monitoring Logs, including the location of the sampling stations, water depth, time, weather conditions, sea conditions, tidal stage, current direction and velocity, special phenomena and work activities undertaken around the monitoring and works area that may influence the monitoring results.

 

3.1.1.         MONITORING LOCATIONS

The impact water quality monitoring locations in accordance to the EM&A Manual and detailed in

Table 3.2 below.

 

 


Table 3.2 Location of Impact Water Quality Monitoring Station

 

Station

Easting

Northing

Description

CE

843550

815243

Upstream control station at ebb tide

CF

846843

810193

Upstream control station at flood tide

WSR1

846864

812014

Ecological sensitive receiver at Tung Lung Chau

WSR2

847645

812993

Fisheries sensitive receiver at Tung Lung Chau

WSR3

848023

813262

Ecological sensitive receiver at Tung Lung Chau

WSR4

847886

814154

Ecological sensitive receiver at Tai Miu Wan

WSR16

845039

815287

Ecological sensitive receiver at Fat Tong Chau

WSR33

847159

814488

Ecological sensitive receiver at Tai Miu Wan

WSR36

846878

814081

Ecological sensitive receiver at Kwun Tsai

WSR37

846655

813810

Ecological sensitive receiver at Tit Cham Chau

NF1

846542

813614

Edge of mixing zone, ~ 200m west of outfall diffuser

NF2

846942

813614

Edge of mixing zone, ~ 200m east of outfall diffuser

NF3

846742

813414

Edge of mixing zone, ~ 200m south of outfall diffuser

 

 

 

 

 

 

 

Figure 3.1          Impact Water Quality Monitoring Locations under EM&A Manual

 

 


 

3.2.      MONITORING EQUIPMENT, METHODOLOGY AND QA/QC PROCEDURES

 

The monitoring methodology, equipment used and QA/QC procedures could be referring to Section 3.1.2 -3.1.4, 3.1.6-3.1.7 and 3.2 of the Monthly EM&A Report.

 

3.3.      ACTION AND LIMIT LEVELS

The Action and Limit Levels have been set based on the derivation criteria specified in the EM&A Manual and based on the baseline water quality monitoring data and the derivation criteria, the Action/Limit Levels have been derived and are presented in Table 3.3.

Table 3.33       Derived Action and Limit Levels for Water Quality

 

Parameters

Action

Limit

Construction Phase Impact Monitoring

DO in mg/L

Surface and Middle

7.30  mg L-1 Bottom

7.31  mg L-1

Tung Lung Chau Fish Culture Zone

5.1 mgL-1 or level at control station (whichever the lower)

Surface and Middle 4 mg L-1

Bottom 2 mg L-1

Tung Lung Chau Fish Culture Zone

5.0 mgL-1 or level at control station (whichever the lower)

SS         in         mg/L (Depth-averaged)

5.00 mg L-1 or 20% exceedance of value at any impact station compared with corresponding data from control

station

6.00 mg L-1 or 30% exceedance of value at any impact station compared with corresponding data

from control station

Turbidity in NTU (Depth-averaged)

2.41 NTU or 20% exceedance of value at any impact station compared with corresponding data from control

station

2.84 NTU or 30% exceedance of value at any impact station compared with corresponding data

from control station

First-year Operation Phase Monitoring iv

DO in mg/L

Surface and Middle

7.30  mg L-1 Bottom

7.31  mg L-1

Tung Lung Chau Fish Culture Zone

Surface and Middle 4 mg L-1

Bottom 2 mg L-1

Tung Lung Chau Fish Culture Zone

 

5.1 mgL-1 or level at control station

(whichever the lower)

5.0 mgL-1 or level at control station

(whichever the lower)

SS         in         mg/L (Depth-averaged)

5.00 mg L-1 or 20% exceedance of value at any impact station compared with corresponding data from control

station

6.00 mg L-1 or 30% exceedance of value at any impact station compared with corresponding data

from control station

Turbidity in NTU (Depth-averaged)

2.41 NTU or 20% exceedance of value at any impact station compared with corresponding  data  from  control

station

2.84 NTU or 30% exceedance of value at any impact station compared with corresponding data

from control station

Salinity     in     PSU (Depth-averaged)

34.28 PSU or 9% exceedance of value at any impact station compared with corresponding  data  from  control

station

34.60 PSU or 10% exceedance of value at any impact station compared with corresponding data

from control station

Iron in mg/L

(Depth-averaged)

0.3 mgL-1

0.3 mgL-1

Notes:

i.             "Depth-averaged" is calculated by taking the arithmetic means of reading of all three depths.

ii.            For DO, non-compliance of the water quality limits occurs when monitoring result is lower than the limits.

iii.            For Turbidity, SS, iron and Salinity, non-compliance of the water quality limits occurs when monitoring result is higher than the limits.

iv.             For the Action and Limit Levels adopted during First-year Operation Phase Monitoring, further review would be made according to the EM&A Manual during Operation Phase.

 

 

3.4.      MONITORING RESULTS AND OBSERVATIONS

General water quality monitoring at the ten monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36 and WSR37) were conducted on 2/12, 4/12, 7/12, 9/12, 11/12, 14/12, 16/12, 18/12, 21/12, 23/12, 25/12, 28/12, 30/12 and 1/1, 4/1, 6/1, 8/1, 11/1, 13/1, 15/1, 18/1 ,20/1, 22/1, 21/1, 27/1, 29/1, 31/1 and 4/2, 8/2, 10/2, 12/2, 15/2, 17/2, 19/2, 22/02, 24/2 and 26/2.

 

During the impact water quality monitoring period between December 2021 to February 2022, one hundred and ninety-three (193) of the general water quality monitoring results of suspended solids (SS) obtained had exceeded the Action Level. One hundred and thirty-two (132) of the general water quality monitoring results of SS obtained during the reporting quarter had exceeded the Limit Level.

 


Investigation on the reason of exceedance has been carried out, where the exceedances of SS on 2/12, 4/12, 9/12, 11/12, 14/12, 16/12, 18/12, 21/12, 23/12, 25/12, 28/12 and 30/12, 1/01, 4/1, 6/1, 8/1, 11/1, 15/1, 18/1, 20/1, 22/1, 25/1, 27/1, 29/1 and 31/1, 4/2, 8/2, 10/2, 12/2, 15/2, 17/2, 19/2, 22/2, 24/2 and 26/2 were concluded to be unrelated to the project. Details of the instigation could be referring to Monthly EM&A Report Appendix O.

 

 


 

Table 3.4           Summary of Regular Impact Water Quality Monitoring Results (Mid-Flood)

 

 

Location

Parameter

 

Salinity (ppt)

Dissolved Oxygen (mg/L)

 

pH

 

Turbidity (NTU)

Suspended Solids (mg/L)

 

Temp. (oC)

Surface & Middle

Bottom

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

 

CE

Avg.

32.3

32.8

32.9

8.58

8.8

9.1

8.8

8.8

9.1

8.27

8.2

8.3

3.6

3.3

4.6

4.87

4.1

6.9

23.5

21.1

18.4

Min.

30.6

30.1

30.6

7.89

8.1

8.3

8.1

8.1

8.2

8.05

8.0

8.0

2.7

2.3

3.5

2.50

2.5

2.5

22.1

19.7

16.6

Max

33.4

35.1

34.0

9.82

9.6

10.1

9.6

9.6

10.2

8.42

8.5

8.4

5.2

4.3

6.1

12.0

12.0

20.0

25.8

23.1

20.4

 

CF

Avg.

32.3

32.8

32.9

8.49

8.7

9.1

8.7

8.7

9.1

8.34

8.3

8.3

4.2

3.9

3.7

5.25

5.4

7.5

23.5

21.2

18.5

Min.

30.8

30.3

31.6

7.80

8.2

8.3

8.2

8.2

8.3

8.08

8.0

8.1

3.1

2.2

2.5

2.50

2.5

2.5

21.7

20.1

16.4

Max

33.5

34.9

34.2

9.72

9.0

10.0

9.1

9.1

10.1

8.56

8.5

8.4

6.4

5.7

5.0

14.0

22.0

27.0

25.9

22.9

20.2

 

WSR1

Avg.

32.3

32.8

32.8

8.69

8.7

9.2

8.6

8.6

9.2

8.25

8.2

8.3

2.7

2.7

3.0

5.88

4.4

6.3

23.5

21.1

18.4

Min.

30.2

30.3

30.8

8.16

8.2

8.4

8.2

8.2

8.4

8.08

8.0

8.0

1.3

1.6

1.6

2.50

2.5

2.5

21.7

19.6

16.4

Max

33.7

35.0

34.2

9.16

9.4

10.1

9.4

9.4

10.1

8.47

8.5

8.4

4.1

4.0

4.2

13.0

8.0

19.0

25.5

22.7

20.4

 

WSR2

Avg.

32.3

33.0

32.8

8.59

9.0

9.1

8.9

8.9

9.1

8.28

8.3

8.3

2.8

2.3

2.2

5.31

5.0

7.9

23.6

21.2

18.3

Min.

30.4

31.1

30.9

8.01

8.3

8.3

8.4

8.4

8.3

8.11

8.0

8.1

1.4

1.5

1.8

2.50

2.5

2.5

22.3

19.7

16.6

Max

34.0

35.0

34.0

9.34

9.8

10.1

9.9

9.9

10.2

8.47

8.5

8.5

4.0

3.4

2.9

12.0

21.0

23.0

25.6

23.2

19.9

 

WSR3

Avg.

32.3

32.4

32.8

8.66

8.7

9.0

8.7

8.7

9.0

8.31

8.3

8.2

2.7

2.7

3.0

6.51

6.5

8.1

23.5

23.5

18.3

Min.

31.0

31.1

31.2

7.67

7.7

8.4

7.7

7.7

8.3

8.10

8.1

8.0

1.6

1.6

1.8

2.50

2.5

2.5

21.9

21.9

16.4

Max

33.2

33.3

33.7

9.39

9.4

10.1

9.4

9.4

10.0

8.52

8.5

8.5

4.6

4.6

4.1

23.0

23.0

21.0

25.8

25.8

19.9

 

WSR4

Avg.

32.1

32.7

32.9

8.47

8.8

9.1

8.8

8.8

9.1

8.29

8.2

8.3

2.7

2.7

3.2

6.86

6.4

8.2

23.6

21.2

18.4

Min.

30.9

30.6

31.0

7.72

8.3

8.4

8.0

8.0

8.4

8.06

8.0

8.1

1.6

1.8

2.1

2.50

2.5

2.5

22.1

20.0

16.5

Max

33.4

35.3

34.4

9.11

9.6

10.0

9.6

9.6

10.0

8.50

8.4

8.5

4.2

3.8

4.6

26.0

36.0

22.0

25.9

22.5

20.1

 

WSR16

Avg.

32.2

32.2

33.1

8.75

8.8

8.9

8.8

8.8

8.9

8.29

8.3

8.3

2.9

2.9

3.1

6.42

6.4

7.0

23.6

23.6

18.4

Min.

30.9

31.0

30.8

8.08

8.1

8.4

8.0

8.0

8.4

8.06

8.1

8.1

1.7

1.7

1.5

3.00

3.0

2.5

22.0

22.0

16.6

Max

33.8

33.8

34.2

9.52

9.5

9.7

9.5

9.5

9.8

8.45

8.5

8.5

4.3

4.3

4.0

26.0

26.0

21.0

25.6

25.6

20.4

 

WSR33

Avg.

32.0

32.7

33.0

8.63

8.6

9.0

8.6

8.6

9.0

8.29

8.3

8.3

2.6

2.9

3.2

6.92

4.3

6.4

23.6

21.1

18.4

Min.

30.5

30.6

31.0

8.02

8.0

8.3

8.0

8.0

8.4

8.09

8.0

8.1

1.8

1.8

2.0

3.00

2.5

2.5

22.0

19.9

16.5

Max

33.1

34.3

34.2

9.28

9.0

9.8

9.1

9.1

9.9

8.57

8.5

8.4

3.6

4.3

4.3

24.0

8.0

21.0

26.1

22.6

20.0

 

WSR36

Avg.

32.4

32.7

32.8

8.61

8.9

9.0

8.8

8.8

9.0

8.29

8.3

8.3

2.9

2.7

2.8

7.03

4.9

7.0

23.6

21.1

18.4

Min.

31.1

30.9

31.2

8.00

8.3

8.4

8.2

8.2

8.3

8.11

8.1

8.1

1.6

1.3

1.2

2.50

2.5

2.5

22.1

19.9

16.3

Max

33.7

35.2

33.8

9.17

9.7

10.0

9.8

9.8

10.1

8.56

8.5

8.5

4.4

4.0

4.0

24.0

13.0

25.0

26.2

22.6

20.2

 

WSR37

Avg.

32.2

32.8

32.9

8.68

8.8

9.0

8.8

8.8

9.0

8.29

8.3

8.2

2.7

2.8

2.9

7.95

5.3

5.8

23.6

21.1

18.3

Min.

31.1

30.6

31.4

7.85

8.3

8.3

8.3

8.3

8.3

8.10

8.0

8.0

1.7

1.8

2.1

3.00

2.5

2.5

21.9

19.8

16.5

Max

33.5

35.2

34.3

9.50

9.8

9.8

9.7

9.7

9.8

8.49

8.5

8.4

4.3

4.4

4.3

25.0

23.0

13.0

26.0

22.8

20.2

 

 


                        Table 3.5         Summary of Regular Impact Water Quality Monitoring Results (Mid-Ebb)

 

 

Location

Parameter

 

Salinity (ppt)

Dissolved Oxygen (mg/L)

 

pH

 

Turbidity (NTU)

Suspended Solids (mg/L)

 

Temp. (oC)

Surface & Middle

Bottom

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

Dec

Jan

Feb

 

CE

Avg.

32.0

32.8

32.8

8.46

8.7

9.2

8.45

8.7

9.2

8.26

8.2

8.3

4.2

3.9

3.4

6.88

4.7

7.4

23.7

21.2

18.1

Min.

30.4

30.9

30.6

7.67

7.9

8.4

7.78

7.9

8.5

8.05

8.1

8.0

3.1

2.8

1.8

2.50

2.5

2.5

21.7

19.8

16.3

Max

33.6

34.8

34.2

9.17

9.8

10.1

9.15

9.7

10.2

8.45

8.4

8.5

5.6

5.2

6.1

25.0

11.0

27.0

25.8

22.8

19.7

 

CF

Avg.

32.0

32.6

32.8

8.39

8.6

9.1

8.39

8.6

9.2

8.23

8.2

8.3

3.4

3.3

3.9

7.96

5.2

7.4

23.7

21.2

18.3

Min.

30.4

30.6

31.6

7.80

7.9

8.3

7.66

7.9

8.3

7.89

8.0

8.1

2.3

2.3

2.9

2.50

2.5

2.5

21.7

20.2

16.4

Max

33.7

34.4

33.6

9.23

9.4

10.0

9.23

9.4

10.1

8.47

8.5

8.4

4.4

4.7

5.0

27.0

17.0

27.0

25.8

22.9

19.6

 

WSR1

Avg.

31.8

32.9

32.8

8.64

8.6

9.1

8.63

8.6

9.1

8.26

8.2

8.3

2.6

2.8

3.2

8.23

5.4

6.2

23.8

21.2

18.2

Min.

29.7

30.1

30.8

8.08

8.1

8.4

8.05

8.1

8.4

7.86

7.9

8.0

1.7

1.6

2.1

2.50

2.5

2.5

22.0

19.8

16.4

Max

33.3

35.1

34.2

9.24

9.3

10.1

9.18

9.3

10.1

8.44

8.4

8.4

3.7

4.1

4.2

29.0

13.0

19.0

26.2

23.0

19.5

 

WSR2

Avg.

32.1

32.8

32.8

8.62

8.7

9.2

8.62

8.7

9.2

8.27

8.3

8.3

2.6

2.4

2.3

6.07

4.5

8.3

23.7

21.1

18.2

Min.

30.5

30.5

30.9

7.43

8.0

8.3

7.78

8.1

8.3

8.01

8.0

8.1

1.6

1.5

1.8

2.50

2.5

2.5

21.8

19.8

16.6

Max

33.8

34.6

34.0

9.19

9.2

10.1

9.18

9.2

10.2

8.43

8.5

8.5

4.0

3.8

2.9

13.0

8.0

23.0

26.3

22.9

19.5

 

WSR3

Avg.

32.1

32.6

32.8

8.61

8.7

9.0

8.60

8.7

9.0

8.25

8.2

8.2

2.8

2.8

3.1

7.53

5.2

8.4

23.7

21.1

18.1

Min.

30.5

29.9

31.2

7.65

8.2

8.4

7.59

8.3

8.3

7.86

7.9

8.0

1.8

1.4

1.9

3.00

2.5

2.5

22.1

20.1

16.4

Max

33.2

34.6

33.7

9.20

9.6

10.1

9.06

9.6

10.0

8.44

8.4

8.5

4.0

4.5

4.1

25.0

20.0

21.0

26.1

22.9

19.6

 

WSR4

Avg.

32.0

32.7

32.8

8.51

8.8

9.1

8.53

8.8

9.1

8.29

8.2

8.3

2.6

2.8

3.2

7.19

5.8

8.5

23.7

21.2

18.2

Min.

30.1

30.3

31.0

7.50

8.1

8.4

7.37

8.1

8.4

8.03

8.0

8.1

1.8

1.6

2.1

3.00

2.5

2.5

21.9

19.9

16.5

Max

33.5

34.8

33.9

9.07

9.7

10.0

8.97

9.7

10.0

8.44

8.5

8.5

3.8

4.4

4.6

22.0

28.0

22.0

26.0

23.5

19.4

 

WSR16

Avg.

32.0

32.9

33.0

8.61

8.7

8.9

8.60

8.7

8.9

8.28

8.3

8.3

2.8

2.8

3.2

6.63

4.9

7.4

23.7

21.1

18.2

Min.

30.6

30.0

30.8

8.09

7.9

8.4

8.12

8.0

8.4

8.09

7.9

8.1

1.6

1.8

2.4

2.50

2.5

2.5

21.8

19.8

16.6

Max

33.6

34.8

34.2

9.18

9.4

9.7

9.18

9.3

9.8

8.47

8.4

8.4

4.1

4.0

4.0

29.0

13.0

21.0

26.0

23.0

19.7

 

WSR33

Avg.

32.1

32.7

33.0

8.57

8.6

9.0

8.57

8.7

9.0

8.31

8.2

8.3

2.7

2.7

3.3

7.41

5.5

6.5

23.7

21.2

18.2

Min.

30.5

30.4

31.0

8.02

8.1

8.3

8.00

8.0

8.4

8.10

7.9

8.1

1.7

1.8

2.0

3.00

2.5

2.5

21.8

19.9

16.5

Max

33.5

34.3

34.2

9.38

9.4

9.8

9.19

9.3

9.9

8.46

8.4

8.4

4.0

4.2

4.3

26.0

16.0

21.0

26.1

23.3

19.6

 

WSR36

Avg.

32.0

32.7

32.7

8.53

8.5

9.0

8.55

8.5

9.0

8.31

8.2

8.3

2.7

2.9

3.0

8.85

4.5

7.2

23.8

21.2

18.1

Min.

30.1

29.9

31.2

7.77

8.1

8.4

7.87

8.1

8.3

7.91

7.9

8.1

1.8

1.8

1.9

2.50

2.5

2.5

21.8

19.8

16.3

Max

33.1

34.7

33.8

9.19

9.0

10.0

9.49

9.0

10.1

8.48

8.4

8.5

3.7

4.0

4.0

28.0

9.0

25.0

26.1

23.1

19.6

 

WSR37

Avg.

31.9

32.7

32.7

8.63

8.7

9.0

8.65

8.7

9.0

8.29

8.2

8.2

2.7

2.9

3.0

8.19

5.3

6.0

23.6

21.2

18.1

Min.

30.7

30.1

31.4

7.59

8.0

8.3

7.54

7.9

8.3

8.04

7.9

8.0

1.8

1.6

2.1

2.50

2.5

2.5

22.0

20.0

16.5

Max

33.0

34.3

33.7

9.40

9.3

9.8

9.27

9.3

9.8

8.47

8.4

8.4

3.9

4.0

4.3

27.0

27.0

13.0

26.2

23.4

19.6

Notes:

i.            "Avg", ¡§Min¡¨ and ¡§Max¡¨ is the average, minimum and maximum respectively of the data from measurements conducted under mid-flood and mid-ebb tides at three water depths, except that of DO where the data for ¡§Surface & Middle¡¨ and ¡§Bottom¡¨ are calculated separately.

ii.            Measurement data of Suspending Solids would be rounding to 2.5mg/L if the value was less than 2.5mg/L to facilitate data analysing.

 

 

 

 

 

 


4.    WASTE

 

The waste generated from this Project includes inert construction and demolition (C&D) materials, and non-inert C&D materials. Non- inert C&D materials are made up of general refuse, vegetative wastes and recyclable wastes such as plastics and paper/cardboard packaging waste. Steel materials generated from the project are also grouped into non-inert C&D materials as the materials were not disposed of with other inert C&D materials. With reference to relevant handling records and trip tickets of this Project, the quantities of different types of waste generated in the reporting period are summarized in Table 4.1. Details of cumulative waste management data are presented as a waste flow table in Appendix G.

Table 4.1    Quantities of Waste Generated from the Project during reporting period

 

 

 

 

 

 

Reporting Months

Actual Quantities of Inert C&D Materials Generated Monthly

Actual Quantities of C&D Wastes Generated Monthly

 

 

Total Quantity Generated

 

Hard Rock and Large Broken Concrete

 

 

Reused in the Contract

 

 

Reused in other Projects

 

 

Disposed as Public Fill

 

 

Imported Fill

 

 

 

Metals

 

 

Paper / cardboard packaging

 

 

Plastics (see Note)

 

 

Chemical Waste

 

Others, e.g. general refuse

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

(in ,000kg)

December 2021

457.090

0.000

0.000

0.000

457.090

0.000

0.000

0.130

0.030

0.000

131.270

January 2022

233.850

0.000

0.000

0.000

233.850

0.000

0.000

0.069

0.005

0.000

109.02

February 2022

175.850

0.000

0.000

0.000

175.850

0.000

0.000

0.000

0.000

0.000

94.830

Notes:                      (1) Plastics refer to plastic bottles / containers, plastic sheets / foam from packaging material

 

 

 

 

 

 


5.              LANDFILL GAS MONITORING

 

5.1.      MONITORING REQUIREMENT

In accordance with Section 11 of the EM&A Manual, monitoring of landfill gas is required for construction works within the 250m Consultation Zone. Part of the desalination plant and the indicative area of natural slope mitigation works fall within the SENT Landfill Extension Consultation Zone; and part of the 1,200 mm diameter fresh water mains along Wan Po Road falls within the SENT Landfill and SENT Landfill Extension Consultation Zones, TKO Stage II/III Restored Landfill and TKO Stage I Restored Landfill Consultation Zones.

 

5.2.      MONITORING LOCATION

Monitoring of oxygen, methane, carbon dioxide and barometric pressure was performed for excavations at 1m depth or more within the consultation Zone.

During construction of works within the consultation zones, excavations of 1m depth or more was monitored:

 

-              At the ground surface before excavation commences;

-              Immediately before any worker enters the excavation;

-              At the beginning of each working day for the entire period the excavation remains open; and

-              Periodically through the working day whilst workers are in the excavation.

 

For excavations between 300mm and 1m deep, measurements should be carried out:

 

-              Directly after the excavation has been completed; and

-              Periodically whilst the excavation remains open.

 

5.3.      MONITORING PARAMETERS

 

LFG monitoring was carried out to identify any migration between the landfill and the Project and to ensure the safety of the construction, operation and maintenance personnel working on-site, visitors and any other person within the Project area.

 

The following parameters were monitored:

 

-                      Methane.

-                      Oxygen.

-                      Carbon Dioxide.

-                      Barometric Pressure.

 

 


5.4.     MONITORING LOCATION

The area required to be monitored for landfill gas in the reporting period is shown in Figure 5.1.

Figure 5.1          Overview of the SENT Extension Consultation Zone and the Project Site Area

5.5.           ACTION AND LIMIT LEVEL

 

Action and Limit Level are provided in Table 5.1.

 

Table 5.1             Action and Limit Level for Landfill Gas Monitoring

Parameters

Action Level

Limit Level

Oxygen (O2)

<19% O2

<19% O2

Methane (CH4)

>10% LEL

>20% LEL

Carbon Dioxide (CO2)

>0.5% CO2

>1.5% CO2

 

5.6.            MONITORING EQUIPMENT

The monitoring equipment used in the reporting period could be referring to Section 5.6 of the Monthly EM&A Report.

 

 

 


 

 

Figure 5.1          Location Map for Landfill Gas Monitoring at Wan Po Road

 

In this reporting period, 66 times of landfill gas monitoring were recorded at Wan Po Road (Ch1+625 - Ch1+513). No exceedance of action and limit levels for methane, oxygen and carbon dioxide was observed. Monitoring was conducted during excavations at 1m depth or more within the consultation zone and whenever workers entered the excavation on the day.

 

 

 

 

 


6.                           SUMMARY OF MONITORING EXCEEDANCE, COMPLAINTS, NOTIFICATION OF SUMMONS AND PROSECUTIONS

 

The Environmental Complaint Handling Procedure is shown in below Figure 6.1:

 


 

Figure 6.1    Environmental Complaint Handling Procedures

 

 


No noise monitoring was conducted during the reporting period since there are no Contract-related construction activities undertaken within a radius of 300m from the monitoring locations. No Action Level exceedance was recorded during the reporting period.

The EM&A works for water quality were conducted during the reporting period in accordance with the EM&A Manual.

During the impact monitoring period between December 2021 to February 2022, one hundred and ninety-three (193) of the general water quality monitoring results of SS obtained had exceeded the Action Level. One hundred and thirty-two (132) of the general water quality monitoring results of SS obtained during the reporting quarter had exceeded the Limit Level.

After investigation, all exceedances were considered non-project related.

 

In this reporting period, 66 times of landfill gas monitoring were recorded at Wan Po Road (Ch1+625 - Ch1+513). No exceedance of action and limit levels for methane, oxygen and carbon dioxide was observed. Monitoring was conducted during excavations at 1m depth or more within the consultation zone and whenever workers entered the excavation on the day.

ACJCJ¡¦s Environmental Office received a text message on 14 January 2022 from EPD inspector claiming that susceptible oil spillage at the water surface nearby to Outfall Shaft was observed during their routine drone check on 13 January 2022. The message from EPD was relayed to ET by AJCJV on 15 January 2022. Immediate investigation by AJCJV has been made after the acknowledgement of the incident, whilst implementing emergency clean up measure on any residue oil spillage. After investigation, the oil spillage was unlikely originated from the Outfall Shaft. The incident may therefore be considered as non-project related. Detail of the incident could be referring to Monthly EM&A Report Appendix O.

Moreover, oil stains were also observed at CEDD pier after leaving of Explosives Vessel on 28 January, 9 and 23 February 2022 by Supervising Officer¡¦s Representative (SOR) during site inspection. ET will keep closely monitoring the performance of Contractor, implementation of water quality mitigation measure and other contamination issue around the Project site, to ensure the EM&A requirement is properly implemented.

No notification of summons and prosecution was received in the reporting period. Statistics on complaints and regulatory compliance are summarized in Appendix H.

 

 

 

 

 

 


7.              EM&A SITE INSPECTION

Site inspections were carried out on a weekly basis to monitor the implementation of proper environmental pollution control and mitigation measures under the Contract.

Joint site inspections were also carried out by ET and IEC on 7, 15, 22 and 31 December 2021, 4, 11, 18, 26 and 31 January 2022, 8, 17, 23 and 28 February 2022.

 

Minor deficiencies were observed during weekly site inspection. Key observations during the site inspections are summarized below:

-          Storage of chemicals and construction materials on-site was not conducted properly

-          Housekeeping of drainage channel

-          Underground seepage marine water was not by-pass through an uncontaminated isolation system.

The Contractor has rectified the observations identified during environmental site inspections in the reporting period.

According to the EIA Study Report, Environmental Permit, contract documents and EM&A Manual, the mitigation measures detailed in the documents should be implemented as much as practical during the reporting period. An updated Implementation Status of Environmental Mitigation Measures (EMIS) is provided in Appendix C.

 

 

 

 

 

 

 

 


 

8.              CONCLUSIONS AND RECOMMENDATIONS

 

This is the 8th Quarterly EM&A Report for the Project which summarizes the key findings of the EM&A programme during the reporting period from 1 December 2021 to 28 February 2022, in accordance with the EM&A Manual and the requirement under FEP-01/503/2015/A.

No noise monitoring was conducted in the reporting period due to the over distant monitoring station from the works location.

During the impact monitoring period between December 2021 to February 2022, one hundred and ninety-three (193) of the general water quality monitoring results of SS obtained had exceeded the Action Level. One hundred and thirty-two (132) of the general water quality monitoring results of SS obtained during the reporting quarter had exceeded the Limit Level.

After investigation, all exceedances were considered non-project related.

 

In this reporting period, 66 times of landfill gas monitoring were recorded at Wan Po Road (Ch1+625 - Ch1+513). No exceedance of action and limit levels for methane, oxygen and carbon dioxide was observed. Monitoring was conducted during excavations at 1m depth or more within the consultation zone and whenever workers entered the excavation on the day.

ACJCJ¡¦s Environmental Office received a text message on 14 January 2022 from EPD inspector claiming that susceptible oil spillage at the water surface nearby to Outfall Shaft was observed during their routine drone check on 13 January 2022. The message from EPD was relayed to ET by AJCJV on 15 January 2022. Immediate investigation by AJCJV has been made after the acknowledgement of the incident, whilst implementing emergency clean up measure on any residue oil spillage. After investigation, the oil spillage was unlikely originated from the Outfall Shaft. The incident may therefore be considered as non-project related. Detail of the incident could be referring to Monthly EM&A Report Appendix O.

Moreover, oil stains were also observed at CEDD pier after leaving of Explosives Vessel on 28 January, 9 and 23 February 2022 by Supervising Officer¡¦s Representative (SOR) during site inspection. ET will keep closely monitoring the performance of Contractor, implementation of water quality mitigation measure and other contamination issue around the Project site, to ensure the EM&A requirement is properly implemented.

Weekly environmental site inspection was conducted during the reporting period. Minor deficiency was observed during site inspection and was rectified. The environmental performance of the project was therefore considered satisfactory.

According to the environmental site inspections performed in the reporting period, the Contractor is reminded to pay attention on maintaining proper materials storage.

No environmental complaint was received in the reporting period.

 

No notification of summons or prosecution was received since commencement of the Contract.

 


The ET will keep track on the construction works to confirm compliance of environmental requirements and the proper implementation of all necessary mitigation measures.

 

 

 

 

 

 

 

 

 

 

Appendix A

 

Master Programme


 

 

 

 

 

 

 


 

 

 

 

 

 

 

Appendix B

 

Overview of Desalination Plant in Tseung Kwan O

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Appendix C

 

Summary of Implementation Status of Environmental Mitigation

 

 

 

 

 

 

 

 

 


 

EIA Reference

 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

 

Implementation Agent

Implementation Stage

 

Implementation status

Relevant Legislation & Guidelines

D

C

O

Air Quality

 

S4.8.1

Impervious dust screen or sheeting will be provided to enclose scaffolding from the ground floor level of building for construction of superstructure of the new buildings.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

Air Pollution Control (Construction Dust)

S4.8.1

Impervious sheet will be provided for skip hoist for material transport.

Land site/ During Construction, particularly dry season

Contractor(s)

 

ü

 

NA

 

S4.8.1

The area where dusty work takes place should be sprayed with water or a dust suppression chemical immediately prior to, during and immediately after dusty activities as far as practicable.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

All dusty materials should be sprayed with water or a dust suppression chemical immediately prior to any loading, unloading or transfer operation.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

Dropping heights for excavated materials should be controlled to a practical height to minimize the fugitive dust arising from unloading.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

During transportation by truck, materials should not be loaded to a level higher than the side and tail boards, and should be dampened or covered before transport.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

Wheel washing device should be provided at the exits of the work sites. Immediately before leaving a construction site, every vehicle shall be washed to remove any dusty material from its body and wheels as far as practicable.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

Road sections between vehicle-wash areas and vehicular entrance will be paved.

Land site/ During Construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

Hoarding of not less than 2.4m high from ground level will be provided along the length of the Project Site boundary.

Land site/ During construction

Contractor(s)

ü

ü

 

N/A

 

S4.8.1

Haul roads will be kept clear of dusty materials and will be sprayed with water so as to maintain the entire road surface wet at all times.

Land site/ During construction

Contractor(s)

 

ü

 

Implemented

 


 

EIA Reference

 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

 

Implementation Agent

Implementation Stage

 

Implementation status

Relevant Legislation & Guidelines

D

C

O

S4.8.1

Temporary stockpiles of dusty materials will be either covered entirely by impervious sheets or sprayed with water to maintain the entire surface wet all the time.

Land site/ During construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

Stockpiles of more than 20 bags of cement, dry pulverised fuel ash and dusty construction materials will be covered entirely by impervious sheeting sheltered on top and 3- sides.

Land site/ During construction

Contractor(s)

 

ü

 

N/A

 

S4.8.1

All exposed areas will be kept wet always to minimise dust emission.

Land site/ During construction

Contractor(s)

 

ü

 

Reminder issued.

 

S4.8.1

Ultra-low-sulphur diesel (ULSD) will be used for all construction plant on-site, as defined as diesel fuel containing not more than 0.005% sulphur by weight) as stipulated in Environment, Transport and Works Bureau Technical Circular (ETWB-TC(W)) No 19/2005 on Environmental Management on Construction Sites.

Land site/ During construction/ During Operation

Contractor(s)

 

ü

ü

Implemented

Environment, Transport and Works Bureau Technical Circular (ETWB- TC(W)) No 19/2005 on

Environmental Management on Construction Sites

S4.8.1

The engine of the construction equipment during idling will be switched off.

Land site/ During construction

Contractor(s)

 

ü

 

Implemented

 

S4.8.1

Concrete batching plant will be required on site. control measures recommended in the Guidance Note on a Best Practicable Means for Cement Works (Concrete Batching Plant) (BPM 3/2 (93)) will be implemented. The control measures recommended in the Guidance Note on a Best Practicable Means for Cement Works (Concrete Batching Plant) (BPM 3/2 (93))

will be implemented.

Land site/ During construction

Contractor(s)

 

ü

 

N/A

 

S4.8.1

Regular maintenance of construction equipment deployed on-site will be conducted to prevent black smoke emission.

Land site/ During construction

Contractor(s)

 

ü

 

Implemented

 

S4.10

To ensure proper implementation of the recommended dust mitigation measures and good construction site practices during the construction phase, environmental site audits on weekly basis is recommended throughout the construction period.

Land site/ During construction

Contractor(s)/ Environmental Team (ET) & Independent Environmental Checker (IEC)

 

ü

 

Implemented

 

Note: D - Design stage C - Construction O - Operation


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended

measures & main concerns to address

 

Implementation Agent

Implementation

Stage

Implementation status

Relevant Legislation & Guidelines

D

C

O

Noise

S5.7

Only well-maintained plant will be operated on-site and plant will be serviced regularly during the construction

phase.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

A Practical Guide for the Reduction of Noise from

Construction Works,

S5.7

Silencers or mufflers on construction equipment will be

utilised and will be properly maintained during the construction phase.

Noise control/ During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the

Reduction of Noise from Construction Works,

S5.7

Mobile plant, if any, will be sited as far away from NSRs as possible.

Noise control/ During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the Reduction of Noise from Construction Works,

S5.7

Machines and plant (such as trucks) that may be in intermittent use will be shut down between work periods or will be throttled down to a minimum.

Noise control/ During construction

Contractor(s)

 

ü

 

Implemented

A Practical Guide for the Reduction of Noise from Construction Works,

S5.7

Plants known to emit noise strongly in one direction will, wherever possible, be orientated so that the noise is directed away from the nearby NSRs.

Noise control/ During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the Reduction of Noise from Construction Works,

S5.7

Material stockpiles and other structures will be effectively utilised, wherever practicable, in screening noise from on-site construction activities.

Noise control/ During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the Reduction of Noise from Construction Works,

S5.7

Use of Quite Powered Mechanical Equipment (QPME).

Noise control/ During construction

Contractor(s)

 

ü

 

Implemented

A Practical Guide for the Reduction of Noise from Construction Works,

S5.7

Movable noise barriers of 3m in height with skid footing should be used and located within a few metres of stationary plant and mobile plant such that the line of sight to the NSR is blocked by the barriers. The length of the barrier should be at least five times greater than its height. The noise barrier material should have a superficial surface density of at least 7 kg m-2 and have no o or gappeningss.

Noise control/ During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the Reduction of Noise from Construction Works,

S5.7

The noise insulating sheet should be deployed such that there would be no opening or gaps on the joints.

Noise control/ During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the Reduction of Noise                   from

Construction Works,


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended

measures & main concerns to address

 

Implementation Agent

Implementation

Stage

Implementation status

Relevant Legislation & Guidelines

D

C

O

S5.7

Construction activities (e.g. excavation/shoring, reinstatement (asphalt), and pipe jacking) will be planned and carried out in sequence, such that items of PME proposed for these activities will not be operated

simultaneously.

Noise control/ During construction

Contractor(s)

ü

ü

 

Implemented

A Practical Guide for the Reduction of Noise                   from

Construction Works

S5.7

PMEs will not be used at the works areas near educational institutions with residual impact (ie the ¡§influence area¡¨ within a radius of 40m) during school hours in order to

reduce impact to the educational institutions.

Noise control / During construction

Contractor(s)

 

ü

 

N/A

A Practical Guide for the Reduction of Noise from

Construction Works

S5.7

Noise enclosures or acoustic sheds would be used to cover stationary PME such as generators.

Portable/Movable noise enclosure made of material with superficial surface density of at least 7 kg m-2 may be used for  screening  the  noise  from  operation  of  the

saw/groover, concrete.

Noise control/ Pre- construction/ During construction

Contractor(s)

ü

ü

 

N/A

 

S5.9

Sawcutting pavement, breaking up of pavement, excavation /shoring, pipe laying, backfilling, reinstatement (concrete) and pipe jacking shall be

scheduled outside the examination period.

Noise control/ Pre- construction/ During construction

Contractor(s)

ü

ü

 

N/A

 

S5.9

In view the duration of noise exceedance at Creative Secondary School, PLK Laws Foundation College, TKO Kei Tak Primary School and School of Continuing and Professional Studies-CUHK is limited to 8 weeks, the construction work in the influence areas near the four schools shall be scheduled during long school holidays (eg summer holiday, Easter holiday or Christmas holiday,

etc) as far as practicable. Scheduling the construction work for the four schools.

Noise control/ Pre- construction/ During construction

Contractor(s)

ü

ü

 

N/A

 

S5.10

A noise monitoring programme shall be implemented for the construction phase.

Designated monitoring stations as defined in EM&A Manual/During construction

phase

Environmental Team (ET)

 

ü

 

N/A

 

S5.10

The effectiveness of on-site control measures could also be evaluated through the regular site audits.

All facilities/ During construction

Contractor(s)/ Environmental Team (ET) & Independent Environmental

Checker (IEC)

 

ü

 

Implemented

-

Note: D - Design stage C - Construction O - Operation


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

Implementation Agent

Implementation Stage

Implementation status

Relevant Legislation & Guidelines

D

C

O

Water Quality

S6.9

Dredged marine sediment will be disposed of in a gazetted marine disposal area in accordance with marine dumping permit conditions of the Dumping at Sea Ordinance (DASO).

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Implemented

Dumping at Sea Ordinance (DASO)

S6.9

Disposal vessels will be fitted with tight bottom seals in order to prevent leakage of material during transport.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

Barges will be filled to a level, which ensures that material does not spill over during transport to the disposal site and that adequate freeboard is maintained to ensure that the decks are not washed by wave action.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

After dredging, any excess materials will be cleaned from decks and exposed fittings before the vessel is moved from the dredging area.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

All vessels should be well maintained and inspected before use to limit any potential discharges to the marine environment.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

All vessels must have a clean ballast system.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

No discharge of sewage/grey wastewater should be allowed. Waste water from potentially contaminated area on working vessels should be minimized and collected. These kinds of wastewater should be brought back to port and discharged at appropriate collection and treatment system.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

Observation issued. Rectified after observation

-

S6.9

No soil waste is allowed to be disposed overboard.

Marine Dredging/ During construction

Contractor(s)

 

ü

 

N/A

-


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

Implementation Agent

Implementation Stage

Implementation status

Relevant Legislation & Guidelines

D

C

O

S6.9

Silt removal facilities such as silt traps or sedimentation facilities will be provided to remove silt particles from runoff to meet the requirements of the TM standard under the WPCO. The design of silt removal facilities will be based on the guidelines provided in ProPECC PN 1/94. All drainage facilities and erosion and sediment control structures will be inspected on a regular basis and maintained to confirm  proper and efficient

Land site & drainage/ During construction

Contractor(s)

 

ü

 

Implemented, reminder issued.

ProPECC PN 1/94 TM

Standard under the WPCO

S6.9

Earthworks to form the final surfaces will be followed up with surface protection and drainage works to prevent erosion caused by rainstorms.

Land site & drainage/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

Appropriate surface drainage will be designed and provided where necessary.

Land site & drainage/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

The precautions to be taken at any time of year when rainstorms are likely together with the actions to be taken when a rainstorm is imminent or forecasted and actions to be taken during or after rainstorms are summarised in Appendix A2 of ProPECC PN 1/94.

Land site & drainage/ During construction

Contractor(s)

ü

ü

 

Implemented

ProPECC PN 1/94

S6.9

Oil interceptors will be provided in the drainage system where necessary and regularly emptied to prevent the release of oil and grease into the storm water drainage system after accidental spillages.

Land site & drainage/ During construction

Contractor(s)

 

ü

 

N/A

-

S6.9

Temporary and permanent drainage pipes and culverts provided to facilitate runoff discharge, if any, will be adequately designed for the controlled release of storm flows.

Land site & drainage/ During construction

Contractor(s)

 

ü

 

Implemented

-

S6.9

The temporary diverted drainage, if any, will be reinstated to the original condition when the construction work has finished or when the temporary diversion is no longer required.

Land site & drainage/ During construction

Contractor(s)

 

ü

 

N/A

-

S6.9

Appropriate numbers of portable toilets shall be provided by a licensed contractor to serve the construction workers over the construction site to prevent direct disposal of sewage into the water environment.

Land site & drainage/ During construction

Contractor(s)

 

ü

 

Implemented

-


 

 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

Implementation Agent

Implementation Stage

Implementation status

Relevant Legislation & Guidelines

D

C

O

S6.9 and S6.12

The sterilization water should be dechlorinated with total residual chlorine (TRC) level below 1 mg/L before discharge to public sewer. In situ testing of TRC should also be conducted for the discharge of chlorinated water for pipeline disinfection to ensure sufficient dechlorination before discharge to public sewer.

Sterilization of water mains prior to commissioning

Contractor(s)

 

ü

ü

N/A

Technical Memorandum for Effluents Discharged into Drainage and Sewerage Systems Inland and Coastal Waters

S6.9

The cleaning and flushing water should also be treated and desilted to the relevant discharge requirement stipulated in TM-DSS before discharging.

Sterilization of water mains prior to commissioning

Contractor(s)

 

ü

ü

N/A

Technical Memorandum for Effluents Discharged into Drainage and Sewerage Systems Inland and Coastal Waters

S6.9

Site drainage should be well maintained and good construction practices should be observed to ensure that oil, fuels, solvents and other chemicals are managed, stored and handled properly and do not enter the

nearby water streams.

Land site & drainage/ During construction/ During operation

Contractor(s)

 

ü

ü

Implemented, reminder and observation issued. Rectified

after observation.

-

S6.12

Regular site inspections will be carried out in order to confirm that regulatory requirements are being met and that contractors are implementing the standard site practice and mitigation measures as proposed to reduce potential impacts to water quality.

During construction

Contractor(s)/ Environmental Team (ET) & Independent Environmental Checker (IEC)

 

ü

 

Implemented

-

Note: D - Design stage C - Construction O - Operation


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

Waste Management

S8.5

Nomination of approved personnel to be responsible for standard site practices, arrangements for collection and effective disposal to an appropriate facility of all

wastes generated at the site.

Contract mobilisation/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

Training of site personnel in proper waste management and chemical handling procedures. Training will be provided to workers on the concepts of site cleanliness and appropriate waste management

procedures, including waste reduction, reuse and recycling at the beginning of the construction works.

Contract mobilisation/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

Provision of sufficient waste disposal points and regular collection for disposal.

All area/ During construction/ During operation

Contractor(s)

 

ü

ü

Implemented, reminder issued

DEVB TC(W) No. 8/2010,

Enhanced Specification for Site Cleanliness and

Tidiness.

S8.5

Appropriate measures to reduce windblown litter and dust transportation of waste by either covering trucks or by transporting wastes in enclosed containers.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

DEVB TC(W) No. 8/2010,

Enhanced Specification for Site Cleanliness and Tidiness.

S8.5

A waste management plan (WMP) as stated in the ¡§ETWB TC(W) No. 19/2005, Environmental Management on Construction Sites¡¨ for the amount of waste generated, recycled and disposed of (including the disposal sites) will be established and implemented during the construction phase as part of the Environmental Management Plan (EMP).                               The Contractor will be required to prepare the EMP and submits it to the Architect/ Engineer under the

Contract for approval prior to implementation.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

ETWB TC(W) No. 19/2005,

Environmental Management on Construction Sites

S8.5

Separation of chemical wastes for special handling and appropriate treatment at the Chemical Waste Treatment Centre at Tsing Yi.

All area/ During construction

Contractor(s)

 

ü

 

Implemented, reminder and observation issued. Rectified after observation.

Chapters 2 & 3 Code of Practice on the Packaging, Labelling & Storage of Chemical Wastes published under the Waste Disposal Ordinance (Cap 354),

Section 35

S8.5

Regular cleaning and maintenance programme for drainage systems, sumps and oil interceptors.

Land site/ During construction

Contractor(s)

 

ü

 

Implemented, reminder issued.

Waste Disposal Ordinance (Cap 354)


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

S8.5

A recording system for the amount of wastes generated/ recycled and disposal sites. The trip- ticket system will

be included as one of the contractual requirements and implemented by the contractor(s).

Land site/ During construction

Contractor(s)

 

ü

 

Implemented

DEVB TC(W) No. 6/2010,

Trip Ticket System for

Disposal of Construction & Demolition Materials

S8.5

Segregation and storage of different types of waste in different containers, skips or stockpiles to enhance reuse

or recycling of material and their proper disposal.

Land site/ During construction/ During operation

Contractor(s)

 

ü

 

Implemented, reminder issued.

WBTC 32/92, The Use of Tropical Hard Wood on

Construction Site

S8.5

Encourage collection of aluminium cans and waste paper by individual collectors during construction with separate labelled bins provided to segregate these wastes from other general refuse by the workforce.

Land site/ During construction

Contractor(s)

 

ü

 

Implemented

ETWB TCW No. 33/2002,

Management of Construction and Demolition Material Including Rock

S8.5

Any unused chemicals and those with remaining functional capacity will be recycled as far as possible.

Land site/ During construction

Contractor(s)

 

ü

 

N/A

-

S8.5

Use of reusable non-timber formwork to reduce the amount of C&D materials.

All areas/ During construction

Contractor(s)

 

ü

 

Implemented

WBTC 32/92, The Use of Tropical Hard Wood on

Construction Site

S8.5

Prior to disposal of construction waste, wood, steel and other metals will be separated to the extent practical, for re-use and/or recycling to reduce the quantity of waste

to be disposed of to landfill.

All areas/ During construction

Contractor(s)

 

ü

 

Implemented

DEVB TC(W) No. 6/2010,

Trip Ticket System for Disposal of Construction & Demolition Materials

S8.5

Proper storage and site practices to reduce the potential for damage or contamination of construction materials.

All areas/ During construction

Contractor(s)

 

ü

 

Implemented, reminder and observation issued. Rectified after

observation.

-

S8.5

Plan and stock construction materials carefully to reduce amount of waste generated and avoid unnecessary generation of waste.

All areas/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

A Sediment Quality Report (SQR) for sampling and chemical testing of the sediment will be prepared and submitted to the EPD for approval. The approved detailed sampling and chemical testing will be carried out prior to the commencement of the dredging

activities to confirm the sediment disposal method.

Marine works/ During construction

Contractor(s)

 

ü

 

N/A

ETWB TC(W) No. 34/2002

and Dumping at Sea Ordinance (DASO)

S8.5

The management of dredged/ excavated sediment management requirement from ETWB TC(W) No. 34/2002 will be incorporated in the Specification of the Contract Documents.

Marine works/ During construction

WSD/

Contractor(s)

 

ü

 

Implemented

ETWB TC(W) No. 34/2002

and Dumping at Sea Ordinance (DASO)


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

S8.5

The contractor will open a billing account with EPD in accordance with the Waste Disposal (Charges for Disposal of Construction Waste) Regulation for the payment of disposal charges.

Contract mobilisation/ During construction

Contractor(s)

 

ü

 

Implemented

Cap 354N Waste Disposal (Charges for Disposal of Construction Waste)

Regulation

S8.5

A trip-ticket system will be established in accordance with DEVB TC(W) No. 6/2010 to monitor the reuse of surplus excavated materials off-site and disposal of construction waste and general refuse at transfer facilities/ landfills, and to control fly-tipping.

Contract mobilisation/ During construction

Contractor(s)

 

ü

 

Implemented

DEVB TC(W) No. 6/2010,

Trip Ticket System for Disposal of Construction & Demolition Materials

S8.5

The project proponent will also conduct regular inspection of the waste management measures implemented on site as described in the Waste Management Plan.

All area/ During construction

Contractor(s)/ Environmental Team (ET) & Independent

Environmental Checker (IEC)

 

ü

 

Implemented

ETWB TC(W) No. 19/2005,

Environmental Management on Construction Sites

S8.5

A recording system (similar to summary table as shown in Annex 5 and Annex 6 of Appendix G of ETWB TC(W) No. 19/2005) for the amount of waste generated, recycled and disposed of (including the disposal sites) will be established during the construction phase.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

Annex 5 and Annex 6 of Appendix G of ETWB TC(W) No.

19/2005

S8.5

Inert C&D materials (public fill) will be reused within the Project as far as practicable.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

Public fill and construction waste shall be segregated

and stored in different containers or skips to facilitate reuse or recycling of materials and their proper disposal.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

Specific areas of the work site will be designated for such segregation and storage if immediate use is not

practicable.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

To reduce the potential dust and water quality impacts of site formation works, C&D materials will be wetted as quickly as possible to the extent practice after filling.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

Air Pollution Control (Construction Dust) Regulation (Cap 311R); WPCO (Cap 358)

S8.5

Open stockpiles of excavated/ fill materials or construction wastes on-site should be covered with tarpaulin or similar fabric.

Land site/ During Construction, particularly dry season

Contractor(s)

 

ü

 

Implemented, reminder issued.

Air Pollution Control (Construction Dust) Regulation (Cap 311R)

S8.5

Chemical waste container shall be suitable for the substance they are holding, resistant to corrosion,

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General)


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

 

maintained in a good condition, and securely closed.

 

 

 

 

 

 

Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

Chemical waste container shall have a capacity of less than 450 L unless the specifications have been approved by the EPD.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

A label in English and Chinese shall be displayed on the chemical container in accordance with instructions prescribed in Schedule 2 of the Regulations.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

Storage areas for chemical waste shall be enclosed on at least 3 sides.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

Storage areas for chemical waste shall have an impermeable floor and bunding, of capacity to accommodate 110% of the volume of the largest container or 20% by volume of the chemical waste stored in that area, whichever is the greatest.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

Storage areas for chemical waste shall have adequate ventilation.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging,

Handling and Storage of Chemical Wastes

S8.5

Storage areas for chemical waste shall be covered to prevent rainfall entering (water collected within the bund must be tested and disposed of as chemical waste, if necessary).

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes


 

EIA Reference

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

S8.5

Storage areas for chemical waste shall be arranged so that incompatible materials are appropriately separated.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

General refuse will be stored in enclosed bins or compaction units separately from construction and chemical wastes.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented, reminder issued.

Waste Disposal (Chemical Waste) (General) Regulation; Code of Practice on the Packaging, Handling and Storage of

Chemical Wastes

S8.5

Adequate number of waste containers will be provided to avoid over-spillage of waste.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

DEVB TC(W) No. 8/2010

Enhanced Specification for Site Cleanliness and Tidiness.

S8.5

A reputable waste collector will be employed by the Contractor to remove general refuse from the site, separately from construction and chemical wastes, on a

daily basis to minimise odour, pest and litter impacts.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

-

S8.5

Recycling bins will be provided at strategic locations within the Site to facilitate recovery of recyclable materials (including aluminium can, waste paper, glass bottles and plastic bottles) from the Site.

Materials recovered will be sold for recycling.

All area/ During construction/ During operation

Contractor(s)/ WSD

 

ü

ü

Implemented

-

S8.5

To avoid any odour and litter impact, accurate number

of portable toilets will be provided for workers on-site.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

-

S8.5

The burning of refuse on construction sites is prohibited

by law.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

Air Pollution Control

Ordinance (Cap 311)

S8.7

To facilitate monitoring and control over the contractors¡¦ performance on waste management, a waste  inspection  and  audit  programme  will  be

implemented throughout the construction phase.

All facilities/ During construction

ET/ IEC

 

ü

 

Implemented

-

Note: D - Design stage C - Construction O - Operation


 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

 

Ecology

S9.7

For slope mitigation works within the Clear Water Bay Country Park, to avoid tree felling and damages to trees, the exact locations of the flexible barrier foundation plates, soil nails and rock dowels can be adjusted during detailed design, and a setback distance from existing trees is recommended to be maintained as far as practical. A detailed specification describing the exact locations of the flexible barrier foundation plates, soil nails and rock dowels will be prepared to illustrate how the setback distance from existing trees

would be implemented for tree avoidance.

Slope mitigation works area/ During detailed design/ During construction

Contractor(s)

ü

ü

 

N/A

-

S9.7

Pruning of tree canopies along the alignment of the

flexible barriers shall be limited to a minimum.

Slope mitigation works

area/ During construction

Contractor(s)

 

ü

 

N/A

 

S9.7

The alignment of flexible barriers shall be optimized to preserve all species of conservation interest and minimize the impact to the existing vegetation as far as practicable. All individuals of Marsdenia lachnostoma within the slope mitigation areas shall be retained in- situ, by positioning the alignment of flexible barrier at a minimum 1.5m in a radius away from these

individuals.

Slope mitigation works area/ During detailed design/ During construction

Contractor(s)

ü

ü

 

N/A

-

S9.7 and 9.10

At the detailed design stage prior to the commencement of the slope mitigation works, a vegetation survey shall be carried out at the slope mitigation areas within the Clear Water Bay Country Park to assess the condition and identify the location of each individual of Marsdenia lachnostoma and other flora species of conservation interest that may be

directly affected by the construction works.

Slope mitigation works area/ During detailed design/ During construction

Contractor(s)

ü

 

 

Implemented

-

S9.7

Temporary fencing will be installed to fence off the concerned species either in groups of individually within the works area and in the close proximity to prevent from being damaged and disturbed during construction. A sign identifying the site shall be

attached to the fence and flagging tape shall be attached to the individuals to visualize their locations.

Slope mitigation works area/ During construction

Contractor(s)

 

ü

 

N/A

-

S9.7 and S9.10

A specification for fencing and demarcating individuals of Marsdenai lachnostoma (or other flora species of

conservation interest, if found) adjacent to  the

Slope mitigation works area/ During construction

Contractor(s)

 

ü

 

N/A

-


 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the

recommended measures & main concerns to address

Implementation Agent

Implementation

Stage

Implementation Status

Relevant Legislation & Guidelines

D

C

O

 

proposed alignment of the flexible barriers will be

prepared to protect the species.

 

 

 

 

 

 

 

S9.7

Induction training shall also be provided to all site personnel in order to brief them on this flora of conservation interest including the locations and their

importance.

Slope mitigation works area/ During construction

Contractor(s)

 

ü

 

N/A

-

S9.7

The resident site supervisory staff will closely monitor

the conditions of concerned individuals during construction of flexible barriers in the close proximity.

Slope mitigation works area/ During construction

Contractor(s)

 

ü

 

N/A

-

S9.7

Erect fences along the boundary of the works area before the commencement of works to prevent vehicle movements and encroachment of personnel onto

adjacent areas.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

-

S9.7

Regularly check the work site boundaries to ensure that they are not breached and that damage does not occur to surrounding areas.

All area/ During construction

Contractor(s)/ Environmental

Team (ET)

 

ü

 

Implemented.

-

S9.7

Avoid any damage and disturbance, particularly those caused by filling and illegal dumping, to the surrounding habitats through proper management of

waste disposal.

All area/ During construction

Contractor(s)

 

ü

 

Implemented

-

S9.7

Reinstate temporarily affected areas, particularly the habitats of plantation and shrubland-grassland immediately after completion of construction works, through on-site tree/shrub planting. The tree/shrub species will be chosen with reference to those in the

surrounding area.

All area/ During construction

Contractor(s)

 

ü

 

N/A

-

S9.7

Affected habitats within the Clear Water Bay Country Bay shall be reinstated by hydro-seeding and planting of climbers and native shrub seedlings where practical

upon completion of the slope mitigation works.

All area/ During construction

Contractor(s)

 

ü

 

N/A

-

Note: D - Design stage C - Construction O - Operation


 

 

EIA Reference

 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main

concerns to address

 

Implementation Agent

Implementation Stage

Implementation Status

 

Relevant Legislation & Guidelines

D

C

O

 

Landscape & Visual

S11.10 & 11.11

The construction area and area allowed for temporary structures, such as the contractor¡¦s office, will be minimized to a practical minimum. (MM1)

All area/ Detailed design/ During construction/ During

operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

-

S11.10 & 11.11

At the detailed design stage, the design team will seek to minimize the landscape footprint of the Project and above ground facilities, while satisfying all other requirements. (MM2)

All area/ Detailed design/ During construction/ During

operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

-

S11.10 & 11.11

Design principles will be adopted to take into account the surrounding area, particularly Clear Water Bay Country Park behind and the nearby waterfront, with due consideration given to:

-  green roofs where practical (ie without equipment on the roof);

-  roadside planting;

-  aesthetic treatment of all structures;

-  vertical greening;

-  screen planting along application site; and

- landscape enhancement with amenity planting where practical including planting along the edge (site boundary) fence with native shrubs where feasible, to reduce their visual impact and blend them into

the surrounding landscape. (MM3)

All area/ Detailed design/ During construction/ During operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

-

S11.10 & 11.11

All trees within the Project Site or the potential slope mitigation works area will be carefully protected during construction according to DEVB TCW No. 10/2013 - Tree Preservation (MM4)

All area/ Detailed design/ During construction/ During

operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

ETWB TCW No. 3/2006 -

Tree Preservation.

S11.10 & 11.11

No tree within the Country Park will be felled. Trees within the Site unavoidably affected by the works will be transplanted where necessary and practical. For trees that need to be felled, compensatory planting will be provided to the satisfaction of relevant Government departments.

A compensatory tree planting proposal including locations of tree compensation will be submitted to  seek relevant government

department¡¦s approval, in accordance with DEVB TC(W) No. 10/2013. (MM5)

All area/ Detailed design/ During construction/ During operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

DEVB TC(W) No. 10/2013

S11.10 & 11.11

Any slope mitigation works necessary to address natural terrain hazards, will be minimized to minimize any potential environmental impact to the Country Park e.g. soil nailing and rock stabilization will

aim to avoid existing trees e.g. should any restoration of vegetation be

All area/ Detailed design/ During construction/ During

operation

WSD/

Contractor(s)

ü

ü

ü

N/A

 


 

 

EIA Reference

 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main

concerns to address

 

Implementation Agent

Implementation Stage

Implementation Status

 

Relevant Legislation & Guidelines

D

C

O

 

necessary, the best planting matrix with native species will be established, with the aim of  resembling the existing vegetation.

(MM6)

 

 

 

 

 

 

 

S11.10 & 11.11

Dredging works for the installation of intake structures and outfall diffusers should be minimized to avoid or reduce any potential environmental impacts to as low as reasonably practicable (ALARP). The intake and outfall structures (e.g. intake openings and diffuser heads) will be prefabricated and transferred to site for installation.

(MM7)

All area/ Detailed design/ During construction/ During operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

 

S11.10 & 11.11

All night-time lighting will be reduced to a practical minimum both in terms of number of level and will be hooded and directional. (MM8) units and lux level and will be hooded and directional. (MM8)

All area/ Detailed design/ During construction/ During

operation

WSD/

Contractor(s)

ü

ü

ü

Implemented

-

Note: D - Design stage C - Construction O - Operation


 

 

EIA Reference

 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

 

Implementation Agent

Implementation Stage

Implementation Status

 

Relevant Legislation & Guidelines

D

C

O

 

Landfill Gas Hazard

S12.7

During all works, safety procedures should be implemented to minimise the risks of fires and explosions, asphyxiation of workers and toxicity effects resulting from contact with contaminated soil and groundwater.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

-

S12.7

During trenching and excavation as well as creation of confined spaces at near to or below ground level, precautions should be clearly laid down and rigidly  Gas detection equipment and appropriate breathing

apparatus should be available and used when entering confined spaces or trenches deeper than 1 metre.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

The Contractor should make the workers are aware of potential hazards of working in confined spaces (any chamber, manhole or culvert which is large enough to permit access to personnel). Such work in confined spaces is controlled by the Factories and Industrial Undertakings (Confined Spaces) Regulations of the Factories and Industrial Undertakings Ordinance.

Following the Safety Guide to Working in Confined Spaces ensures compliance with the above regulations.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

Safety officers, specifically trained with regard to landfill gas and leachate related hazards and the appropriate actions to take in adverse circumstances, should be present on the site throughout the works, in particular, when works are undertaken below grade.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

All personnel who work on site and all visitors to the site should be made aware of the possibility of ignition of gas in the vicinity of the works, the possible presence of contaminated water and the need to avoid physical contact with it.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

Monitoring for landfill gas should be undertaken in all excavations, manholes, chambers (particularly during pipe jacking) and any confined spaces through the use of an intrinsically safe portable instrument, appropriately calibrated and capable of measuring the concentrations of

methane. carbon dioxide and oxygen.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

Monitoring frequency and areas to be monitored should be specified prior to commencement of groundwork, either by the Safety Officer, or by an appropriately qualified person. All measurements should be recorded and documented.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 


 

 

EIA Reference

 

Recommended Environmental Protection Measures/ Mitigation Measures

Objectives of the recommended measures & main concerns to address

 

Implementation Agent

Implementation Stage

Implementation Status

 

Relevant Legislation & Guidelines

D

C

O

S12.7

Proceed drilling with adequate care and precautions against the potential hazards which may be encountered.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

Prior to the commencement of the site works, the drilling contractor should devise a 'method-of- working' statement covering all normal and emergency procedures (including but not limited to number of operatives, experience and special skills of operatives, normal method of operations, emergency procedures, supervisors responsibilities, storage and use of safety equipment, safety procedures and signs, barriers and guarding). The site supervisor and all operatives must be

familiar with this statement.

All area/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

Where below ground service entries are necessary to the Incoming Switchgear Room, 132 kV Substation and Chlorine Store (I) and (II), the entry point should be sealed to prevent gas entry. In addition, any below grade cable trenches entering the Incoming Switchgear Room and 132 kV Substation can become the pathway for landfill gas and hence grilled metal covers should be used.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

N/A

 

S12.7

It is recommended regular landfill gas monitoring should be carried out at the Incoming Switchgear Room, 132 kV Substation and Chlorine Store (I) and (II). The monitoring frequency will be monthly for the first year of operation. If the monitoring results show no sign of landfill gas migration, reduce the monitoring frequency to once every six months.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

N/A

 

S12.7

The manholes and utility pits within the Project Site and along the fresh water mains. Each manhole/ utility pit should be monitored with two measurements (at mid depth and base). Each measurement should be monitored for a minimum of 10 minutes. A steady reading and peak reading should be recorded at each manhole/ utility pit and for each measurement. The need for venting the manhole/ utility pit and further monitoring will be reviewed after the initial monitoring.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

S12.7

All construction, operation and maintenance personnel working on-site as well as visitors should be made aware of the hazards of landfill gas and its possible presence on-site. This should be achieved through a combination of posting warning signs in prominent places and also by access to detailed

information on landfill gas hazards and the designs and procedural means by which these hazards are being minimized on-site.

All area/ Detailed design/ During construction/ During operation

Contractor(s)

ü

ü

ü

Implemented

 

Note: D - Design stage C - Construction O - Operation


 

 

 

 

 

 

 

 

 

 

 

 

Appendix D

 

Water     Quality     Monitoring     Graphical Presentation

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Appendix E

 

Summary of Exceedances

 

 

 


Table E1              Summary of Exceedance in December 2021

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

 

 

02/12/2021

WSR3

Mid-flood

5.2

Y

N

WSR4

Mid-flood

6.2

Y

Y

WSR16

Mid-flood

6.5

Y

Y

WSR33

Mid-flood

5.7

Y

N

WSR3

Mid-ebb

5.2

Y

Y

 

 

 

04/12/2021

WSR3

Mid-flood

5.3

Y

N

WSR37

Mid-flood

8.3

Y

Y

WSR1

Mid-ebb

5.8

Y

N

WSR2

Mid-ebb

5.3

Y

N

WSR3

Mid-ebb

5.2

Y

N

WSR33

Mid-ebb

6.5

Y

Y

WSR36

Mid-ebb

6.0

Y

Y

WSR37

Mid-ebb

5.7

Y

N

 

 

 

09/12/2021

WSR16

Mid-flood

7.0

Y

Y

WSR33

Mid-flood

7.7

Y

Y

WSR36

Mid-flood

5.8

Y

N

WSR37

Mid-flood

6.2

Y

N

WSR1

Mid-ebb

24.3

Y

Y

WSR33

Mid-ebb

15.5

Y

Y

WSR36

Mid-ebb

21.0

Y

Y

WSR37

Mid-ebb

14.0

Y

Y

 

 

 

 

 

11/12/2021

WSR1

Mid-flood

6.5

Y

Y

WSR4

Mid-flood

5.7

Y

Y

WSR16

Mid-flood

7.0

Y

Y

WSR33

Mid-flood

14.0

Y

Y

WSR36

Mid-flood

14.5

Y

Y

WSR37

Mid-flood

18.3

Y

Y

WSR4

Mid-ebb

7.5

Y

Y

WSR16

Mid-ebb

9.7

Y

Y

WSR33

Mid-ebb

13.7

Y

Y

WSR36

Mid-ebb

22.0

Y

Y

WSR37

Mid-ebb

11.8

Y

Y

 

14/12/2021

WSR4

Mid-ebb

5.5

Y

N

WSR16

Mid-ebb

5.2

Y

N

WSR36

Mid-ebb

5.7

Y

N


 

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

 

WSR37

Mid-ebb

6.3

Y

Y

 

 

16/12/2021

WSR1

Mid-flood

9.8

Y

Y

WSR3

Mid-flood

9.0

Y

Y

WSR33

Mid-flood

9.8

Y

Y

WSR36

Mid-flood

10.0

Y

Y

WSR37

Mid-flood

12.0

Y

Y

 

 

 

18/12/2021

WSR33

Mid-flood

6.3

Y

Y

WSR36

Mid-flood

6.3

Y

Y

WSR37

Mid-flood

6.8

Y

Y

WSR2

Mid-ebb

6.7

Y

Y

WSR3

Mid-ebb

6.2

Y

Y

WSR4

Mid-ebb

5.3

Y

N

WSR33

Mid-ebb

6.2

Y

Y

WSR37

Mid-ebb

6.0

Y

N

 

 

 

 

 

21/12/2021

WSR1

Mid-flood

6.7

Y

Y

WSR3

Mid-flood

6.3

Y

N

WSR4

Mid-flood

9.0

Y

Y

WSR33

Mid-flood

7.2

Y

Y

WSR36

Mid-flood

9.0

Y

Y

WSR37

Mid-flood

11.2

Y

Y

WSR2

Mid-ebb

6.3

Y

Y

WSR3

Mid-ebb

6.7

Y

Y

WSR4

Mid-ebb

6.7

Y

Y

WSR33

Mid-ebb

6.7

Y

Y

WSR37

Mid-ebb

7.8

Y

Y

23/12/2021

WSR1

Mid-flood

8.8

Y

Y

 

 

 

25/12/2021

WSR36

Mid-flood

6.2

Y

Y

WSR37

Mid-flood

7.0

Y

Y

WSR1

Mid-ebb

14.2

Y

Y

WSR4

Mid-ebb

7.8

Y

Y

WSR16

Mid-ebb

7.0

Y

Y

WSR33

Mid-ebb

5.8

Y

N

WSR36

Mid-ebb

7.5

Y

Y

WSR37

Mid-ebb

5.8

Y

N

28/12/2021

WSR2

Mid-flood

8.8

Y

Y

WSR3

Mid-flood

15.8

Y

Y


 

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

 

WSR4

Mid-flood

16.9

Y

Y

WSR16

Mid-flood

14.3

Y

Y

WSR2

Mid-ebb

10.3

Y

Y

WSR3

Mid-ebb

17.2

Y

Y

WSR4

Mid-ebb

16.8

Y

Y

WSR16

Mid-ebb

15.8

Y

Y

WSR33

Mid-ebb

5.2

Y

N

WSR36

Mid-ebb

5.5

Y

N

30/12/2021

WSR2

Mid-flood

9.0

Y

N

WSR3

Mid-flood

9.0

Y

N

WSR4

Mid-flood

10.0

Y

Y

WSR16

Mid-flood

8.8

Y

N

WSR33

Mid-flood

10.5

Y

Y

WSR36

Mid-flood

8.8

Y

N

WSR1

Mid-ebb

9.7

Y

N

WSR3

Mid-ebb

11.5

Y

Y


Table E2         Summary of Exceedance in January 2022

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

 

 

01/01/2022

WSR37

Mid-Flood

8.8

Y

Y

WSR2

Mid-Ebb

5.7

Y

N

WSR3

Mid-Ebb

8.3

Y

Y

WSR4

Mid-Ebb

6.2

Y

Y

WSR16

Mid-Ebb

8.3

Y

Y

WSR37

Mid-Ebb

6.5

Y

Y

 

04/01/2022

WSR1

Mid-Flood

5.3

Y

N

WSR33

Mid-Flood

6.3

Y

Y

WSR36

Mid-Flood

5.7

Y

N

WSR37

Mid-Flood

12.3

Y

Y

 

06/01/2022

WSR1

Mid-Ebb

5.3

Y

N

WSR16

Mid-Ebb

6.4

Y

Y

WSR33

Mid-Ebb

6.8

Y

Y

 

 

 

 

 

08/01/2022

WSR2

Mid-Flood

13.7

Y

Y

WSR3

Mid-Flood

17.5

Y

Y

WSR4

Mid-Flood

19.7

Y

Y

WSR16

Mid-Flood

9.0

Y

Y

WSR36

Mid-Flood

7.0

Y

Y

WSR37

Mid-Flood

6.3

Y

N

WSR1

Mid-Ebb

5.5

Y

N

WSR2

Mid-Ebb

5.7

Y

N

WSR3

Mid-Ebb

6.3

Y

Y

WSR4

Mid-Ebb

6.7

Y

Y

WSR16

Mid-Ebb

5.5

Y

N

WSR37

Mid-Ebb

15.8

Y

Y

 

11/01/2022

WSR3

Mid-Flood

7.2

Y

N

WSR36

Mid-Flood

7.2

Y

N

WSR4

Mid-Ebb

10.5

Y

Y

WSR16

Mid-Ebb

5.5

Y

N

15/01/2022

WSR3

Mid-Ebb

7.6

Y

Y

18/01/2022

WSR1

Mid-Ebb

8.5

Y

N

 

 

20/01/2022

WSR16

Mid-Flood

5.5

Y

N

WSR36

Mid-Flood

7.0

Y

Y

WSR37

Mid-Flood

5.5

Y

N

WSR16

Mid-Ebb

7.2

Y

Y

WSR33

Mid-Ebb

8.7

Y

Y

WSR36

Mid-Ebb

6.7

Y

Y

WSR37

Mid-Ebb

7.8

Y

Y

22/01/2022

WSR4

Mid-Flood

10.7

Y

Y

WSR33

Mid-Flood

5.3

Y

N


 

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

 

WSR37

Mid-Flood

5.7

Y

N

WSR3

Mid-Ebb

5.2

Y

N

25/01/2022

WSR37

Mid-Ebb

5.5

Y

N

27/01/2022

WSR1

Mid-Ebb

10.3

Y

Y

WSR33

Mid-Ebb

10.3

Y

Y

29/01/2022

WSR3

Mid-Ebb

9.3

Y

Y

WSR4

Mid-Ebb

19.0

Y

Y

 

 

31/01/2022

WSR1

Mid-Flood

5.3

Y

N

WSR3

Mid-Flood

11.3

Y

Y

WSR4

Mid-Flood

6.2

Y

Y

WSR16

Mid-Flood

6.1

Y

Y

WSR33

Mid-Ebb

6.5

Y

Y


Table E3         Summary of Exceedance in February 2022

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

04/02/2022

WSR3

Mid-Flood

6.8

Y

Y

 

 

08/02/2022

WSR33

Mid-Flood

5.8

Y

N

WSR36

Mid-Flood

6.5

Y

Y

WSR16

Mid-Ebb

8.8

Y

N

WSR33

Mid-Ebb

14.2

Y

Y

WSR36

Mid-Ebb

8.7

Y

N

WSR37

Mid-Ebb

9.3

Y

Y

 

 

10/02/2022

WSR1

Mid-Flood

9.2

Y

Y

WSR2

Mid-Flood

6.5

Y

Y

WSR3

Mid-Flood

6.8

Y

Y

WSR33

Mid-Flood

5.6

Y

N

WSR3

Mid-Ebb

6.9

Y

Y

WSR33

Mid-Ebb

5.8

Y

N

WSR37

Mid-Ebb

5.3

Y

N

12/02/2022

WSR2

Mid-Ebb

17.0

Y

Y

 

15/02/2022

WSR4

Mid-Flood

6.3

Y

Y

WSR33

Mid-Flood

7.3

Y

Y

WSR36

Mid-Flood

8.3

Y

Y

WSR4

Mid-Ebb

13.3

Y

Y

 

 

 

 

 

17/02/2022

WSR1

Mid-Flood

7.3

Y

Y

WSR2

Mid-Flood

14.8

Y

Y

WSR3

Mid-Flood

13.7

Y

Y

WSR4

Mid-Flood

16.7

Y

Y

WSR16

Mid-Flood

15.8

Y

Y

WSR33

Mid-Flood

10.3

Y

Y

WSR36

Mid-Flood

6.0

Y

N

WSR37

Mid-Flood

8.0

Y

Y

WSR2

Mid-Ebb

19.8

Y

Y

WSR3

Mid-Ebb

18.5

Y

N

WSR4

Mid-Ebb

19.3

Y

N

WSR16

Mid-Ebb

18.3

Y

N

 

 

 

19/02/2022

WSR2

Mid-Flood

7.0

Y

Y

WSR3

Mid-Flood

5.8

Y

N

WSR4

Mid-Flood

10.2

Y

Y

WSR16

Mid-Flood

6.8

Y

Y

WSR33

Mid-Flood

6.2

Y

Y

WSR36

Mid-Flood

9.2

Y

Y

WSR37

Mid-Flood

10.8

Y

Y

WSR2

Mid-Ebb

6.0

Y

N

WSR4

Mid-Ebb

10.7

Y

Y


 

Date

Station

Tide

SS Level (mg/L)

Action Level

Limit Level

 

WSR16

Mid-Ebb

6.5

Y

Y

WSR36

Mid-Ebb

7.0

Y

Y

 

 

22/02/2022

WSR2

Mid-Ebb

9.2

Y

Y

WSR3

Mid-Ebb

14.3

Y

Y

WSR4

Mid-Ebb

8.8

Y

Y

WSR16

Mid-Ebb

8.7

Y

Y

WSR36

Mid-Ebb

7.7

Y

Y

WSR37

Mid-Ebb

7.2

Y

Y

 

24/02/2022

WSR4

Mid-Ebb

6.8

Y

Y

WSR16

Mid-Ebb

5.7

Y

N

WSR33

Mid-Ebb

5.8

Y

N

WSR36

Mid-Ebb

6.5

Y

Y

26/02/2022

WSR33

Mid-Ebb

5.2

Y

N

WSR36

Mid-Ebb

5.5

Y

N


 

 

 

 

 

 

Appendix F

Waste Flow Table


 

 

 

 

 

 

 


 

 

 

 


 

 

 

 

 

 

 

 

Appendix G

Complaint Log

 

 


 

Statistical Summary of Environmental Complaints

 

Reporting Period

Environmental Complaint Statistics

Frequency

Cumulative

Complaint Nature

01 December 2021

-

28 February 2022

 

 

0

 

 

0

 

 

N/A

 

 

 

Statistical Summary of Environmental Summons

 

Reporting Period

Environmental Summons Statistics

Frequency

Cumulative

Details

01 December 2021

-

28 February 2022

 

 

0

 

 

0

 

 

N/A

 

 

 

Statistical Summary of Environmental Prosecution

 

Reporting Period

Environmental Prosecution Statistics

Frequency

Cumulative

Details

01 December 2021

-

28 February 2022

 

 

0

 

 

0

 

 

N/A


 

 

 

 

 

 

 

 

 

Appendix H

 

Event/   Action   Plan   for   Water   Quality Exceedance

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Appendix I

 

Event/ Action Plan for Construction Noise Exceedance