

REVISION HISTORY
REV. |
DESCRIPTION OF MODIFICATION |
DATE |
1. |
1st Issue |
7/11/2025 |
2. |
2nd Issue |
18/6/2026 |
3. |
3rd Issue |
18/7/2026 |
CONTENTS
Executive Summary ................................................................................................................................................................ 1
Basic Project Information ........................................................................................................................................... 6
Noise ................................................................................................................................................................................. 11
Water Quality ................................................................................................................................................................ 15
Waste ............................................................................................................................................................................... 27
Landfill Gas Monitoring ............................................................................................................................................ 28
Summary of Exceedance, Complaint, Notification of Summons and Prosecutions ......................... 32
EM&A Site Inspection ................................................................................................................................................ 34
Conclusions and Recommendations ................................................................................................................... 35
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 Appendix J
Event/Action Plan for Coral Monitoring 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/B) 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. According to the contractor’s information, the works of TKODP were substantially completed on 30 June 2024 and the plant commenced the operation phase on 1 July 2024. The outstanding construction works were being carried out during this reporting period.
A4. This is the 20th 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 2024 to 28 February 2025.
A5. 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
A6. Key activities carried out in this reporting period for the Project included the followings:
• Potable Water Production
A7. During this reporting period, no major construction activities were undertaken under the Contract.
A8. The key environmental mitigation measures implemented for the Contract in this reporting period include:
• Regularly monitoring of the effluent quality • Sorting and storage of general refuse and operation waste
SUMMARY OF EXCEEDANCE & INVESTIGATION & FOLLOW-UP
A9. 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.
A10. Referring to EM&A Manual, general water quality monitoring should be carried out when there are marine-related construction activities undertaken. General water quality monitoring at the ten monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36 and WSR37) ceased from 1 September 2023 due to the completion of marine- related construction works.
A11. The operation phase water quality was conducted from 1 December 2024 to 28 February 2025. Forty-one (41) of the operation phase water quality monitoring results of SS obtained had exceeded the Action Level. Sixty-eight (68) of the operation phase water quality monitoring results of SS obtained during the reporting period had exceeded the Limit Level.
After investigation, all exceedances were concluded unrelated to the Project.
A12. The continuous monitoring of effluent quality was conducted from 1 December 2024 to 28 February 2025 in accordance with the EM&A Manual. No exceedance of the sampling was obtained during the reporting period had exceeded the Limit Level.
A13. According to the Contractors, all pits or trenches were backfilled and undergo reinstatement.
No landfill gas monitoring was carried out. The construction phase landfill gas monitoring was ceased from 31 October 2024.
A14. In this reporting period, Operation Phase landfill gas monitoring was conducted on 10 and 11 December 2024, 8 and 9 January 2025 and 13 and 14 February respectively. No exceedances of action level and limit level was observed.
A15. Due to the suspension of production at the plant, there was no effluent discharge from the TKODP during the periods listed below:
• From 12 a.m. on 1 December 2024 to 10 a.m. on 5 December 2024 • From 10 p.m. on 5 December 2024 to 10 a.m. on 6 December 2024 • From 10 p.m. on 9 December 2024 to 10 a.m. on 10 December 2024 • From 10 p.m. on 10 December 2024 to 10 a.m. on 11 December 2024 • From 10 p.m. on 16 December 2024 to 10 a.m. on 23 December 2024 • From 8 p.m. on 23 December 2024 to 2 p.m. on 27 December 2024 • From 9 p.m. on 8 January 2025 to 11 p.m. on 8 January 2025 • From 10 a.m. on 13 January 2025 to 8 a.m. on 14 January 2025 • From 8 a.m. on 16 January 2025 to 12 a.m. on 16 January 2025 • From 6 p.m. on 24 January 2025 to 10 a.m. on 27 January 2025 • From 3 p.m. on 2 February 2025 to 5 p.m. on 2 February 2025 • From 10 p.m. on 8 February 2025 to 10 a.m. on 10 February 2025 • From 11 a.m. on 11 February 2025 to 12 p.m. on 12 February 2025 • From 6 a.m. on 14 February 2025 to 8 a.m. on 14 February 2025 • From 12 p.m. on 15 February 2025 to 10 a.m. on 17 February 2025 • From 3 p.m. on 27 February 2025 to 5 a.m. on 27 February 2025 Therefore, the effluent sampling was suspended on 1, 2, 3, 4, 17, 18, 19, 20, 22, 24, 25
and 26 December 2024, 13, 14, 25 and 26 January 2025, 9, 11, 15 and 16 February 2025 respectively.
A16. Operation phase monthly coral monitoring was conducted during the reporting period on 18 December 2024, 20 January 2025 and 20 February 2025 respectively. There is no AL/LL exceedance during the monitoring period.
A17. Operation phase fishery monitoring for dry season 2025 was carried out on 15 and 19 March 2025. The details of the monitoring were presented in the 11th Operation Phase Monthly EM&A Report.
A18. Total thirteen (13) Weekly site inspections of the construction works were also carried out by ET to audit the mitigation measures implementation status. Three (3) Joint site inspections were carried out by ET and IEC during the reporting period.
A19. 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 |
Dec 2024 |
Jan 2025 |
Feb 2025 |
Noise Monitoring |
N/A |
N/A |
N/A |
Water Quality Monitoring |
3, 5, 7, 10, 12, 14, 17, 19, 21, 24, 26, 28 and 31 December 2024 |
2, 4, 7, 9, 11, 14, 16, 18, 21, 23, 25, 28 and 30 January 2025 |
1, 4, 6, 8, 11, 13, 15, 18, 20, 22, 25 and 27 February 2025 |
TRC Monitoring for Main Disinfection |
N/A |
N/A |
N/A |
Coral Monitoring |
18 December 2024 |
20 January 2025 |
20 February 2025 |
Fishery Monitoring |
N/A |
N/A |
N/A |
Landfill Gas Monitoring (Construction Phase) |
N/A |
N/A |
N/A |
Landfill Gas Monitoring (Operation Phase) |
10 and 11 December 2024 |
8 and 9 January 2025 |
13 and 14 February 2025 |
Environmental Site Inspection |
3, 10, 18, 23 and 31 December 2024 |
7, 14, 21 and 27 January 2025 |
5, 11, 18 and 25 February 2025 |
Continuous Monitoring of Effluent Quality |
From 1 to 31 December 2024 |
From 1 to 31 January 2025 |
From 1 to 28 February 2025 |
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 |
L eq (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 |
41 |
68 |
109 |
0 |
0 |
0 |
|
pH |
0 |
0 |
0 |
0 |
0 |
0 |
|
Salinity |
0 |
0 |
0 |
0 |
0 |
0 |
|
TRC |
0 |
0 |
0 |
0 |
0 |
0 |
|
Landfill Gas |
O 2 |
0 |
0 |
0 |
0 |
0 |
0 |
CH 4 |
0 |
0 |
0 |
0 |
0 |
0 |
|
CO 2 |
0 |
0 |
0 |
0 |
0 |
0 |
|
Continuous Monitoring of Effluent Quality |
Temperature |
0 |
0 |
0 |
0 |
0 |
0 |
pH |
0 |
0 |
0 |
0 |
0 |
0 |
|
Salinity |
0 |
0 |
0 |
0 |
0 |
0 |
|
Total Residual Chlorine |
0 |
0 |
0 |
0 |
0 |
0 |
|
Suspended Solids |
0 |
0 |
0 |
0 |
0 |
0 |
|
Iron-Soluble |
0 |
0 |
0 |
0 |
0 |
0 |
|
Total Inorganic Nitrogen |
0 |
0 |
0 |
0 |
0 |
0 |
|
Total Phosphorus |
0 |
0 |
0 |
0 |
0 |
0 |
|
Sodium Metabisulphite |
0 |
0 |
0 |
0 |
0 |
0 |
|
Anti-scalant as Reactive Phosphorus* |
0 |
0 |
0 |
0 |
0 |
0 |
|
Coral Monitoring |
/ |
0 |
0 |
0 |
0 |
0 |
0 |
Fisheries Monitoring |
/ |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
*Remark: Anti-scalant water quality testing will only be conducted whenever anti-scalant dosage is adopted.
COMPLAINT HANDLING AND PROSECUTION
A20. No environmental complaint was received during the reporting period. No notifications of summons or prosecution was received during the reporting period.
REPORTING CHANGE
A21. There was no change to be reported that may affect the on-going EM&A programme.
A22. According to the contractor’s information, the works of TKODP were substantially completed on 30 June 2024 and the plant commenced the operation phase on 1 July 2024. The outstanding construction works were being carried out during this reporting period. Detail of the construction phase monitoring have been presented in the relevant monthly EM&A reports.
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 (TKODP) 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/B) to Water Supplies Department (WSD); and granted the Further Environmental Permit (No. FEP-01/503/2015/B) to AJCJV for the Contract.
1.2. THE REPORTING SCOPE
This is the 20th Quarterly EM&A Report for the Project which summarizes the key findings of the EM&A programme during the reporting period from 1 December 2024 to 28 February 2025.
1.3. PROJECT ORGANIZATION
The Project Organization structure for Construction Phase is presented in Figure 1.1.
Figure 1.1
Project Organization Chart
Aurecon Hong Kong Limited
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. |
Remark |
Project Proponent |
SE/CM2 |
Milton Law |
2634-3573 |
/ |
Supervising Officer (Binnies Hong Kong Limited) |
Project Manager |
Christina Ko |
2608-7302 |
Until December 2024 |
Project Manager |
Augustine Li |
2608-7671 |
/ |
|
Senior Resident Engineer |
Mason Pau |
6765-4131 |
On the position from January 2025 |
|
Chief Resident Engineer |
David Wong |
5229-8638 |
On the position from August 2024 to January 2025 |
|
The Jardine Engineering Corporation, Limited, China State Construction Engineering (Hong Kong) Limited and Acciona Agua, S.A. Trading |
Project Manager |
Stephen Yeung |
2807-4665 |
Until December 2024 |
Operation Manager / Project Manager |
Arnes Parra, Victor |
6468-6710 |
/ |
|
Environmental Monitoring Manager |
Brian Kam |
9456-9541 |
/ |
|
Environmental Monitoring Manager |
Tommy Law |
6468-1782 |
/ |
|
Aurecon Hong Kong Limited |
Environmental Team Leader |
Toby Wan |
9719-5422 |
/ |
Lam Environmental Services Limited |
Independent Environmental Checker (IEC) |
Serena Shek |
6149-6683 |
/ |
1.4. SUMMARY OF CONSTRUCTION WORKS
No major construction work activities undertaken in this reporting period for the Contract, therefore it is considered that no significant adverse environmental impacts are expected. The construction programme is presented in Appendix A.
Aurecon Hong Kong Limited
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/ Licences |
Valid Period |
Status |
Remark |
|
From |
To |
|||
Environmental Permit |
||||
EP – 503/2015/B |
Throughout the Contract |
Valid |
-Issued on 3 April 2024 |
|
FEP – 01/503/2015/B |
Throughout the Contract |
Valid |
-Issued on 3 April 2024 |
|
Notification of Construction Works under the Air Pollution Control (Construction Dust) Regulation (Form NA) |
||||
451539 |
Throughout the Contract |
Valid |
- |
|
Billing Account for Disposal of Construction Waste |
||||
7036276 |
Throughout the Contract |
Valid |
- |
|
Sludge (Special Waste) Disposal (Admission Ticket) |
||||
17913 |
01/07/2024 |
31/12/2024 |
Valid |
- |
101428 |
01/01/2025 |
30/06/2025 |
Valid |
- |
Chemical Waste Producer Registration |
||||
5213-839-A2987-01 |
Throughout the Contract |
Valid |
- |
|
Wastewater Discharge Licence (Land and Marine works) |
||||
WT00035775-2020 |
23/08/2021 |
31/07/2025 |
Valid |
- |
WT00044188-2023 |
16/06/2023 |
30/06/2028 |
Valid |
- For Plant T&C and operation. - Variation of sampling point S.P.1 is approved by the EPD on 25 June 2024. (EPD ref.: EP640/W3/D1358/462874). |
Construction Noise Permit |
||||
GW-RE0667-24 |
22/06/2024 |
20/12/2024 |
Valid |
- |
The status for all environmental aspects is presented in Table 1.3 Aurecon Hong Kong Limited
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 |
Construction Phase Impact Monitoring |
Ceased from 1 September 2023 |
TRC Monitoring for Main Disinfection |
Completed |
Operation Phase Impact Monitoring |
On-going |
Continuous Monitoring of Effluent Quality |
On-going, the plant was shut down from 7 a.m. to 7 p.m. on 3 November 2024. No effluent discharge from TKODP occurred during this period. Due to the plant has suspended production, there was no effluent discharge from the TKODP during the period between 24 November 2024 and 30 November 2024. |
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 |
Completed |
Waste Management |
|
Mitigation Measures in Waste Management Plan |
On-going |
Landfill Gas |
|
(Construction Phase) Regular Monitoring when Construction Works are within the 250m Consultation Zone |
Construction Phase landfill gas monitoring were ceased from 31 October 2024. |
(Operation Phase) Monthly Monitoring for buildings, manholes and utility pits within the Project Site and along the fresh water mains |
In this reporting period, Operation Phase landfill gas monitoring was conducted on 10 and 11 December 2024, 8 and 9 January 2025 and 13 and 14 February 2025 respectively. No exceedances of action level and limit level was observed. |
Ecology (Coral) |
|
Operation phase Regular Coral Monitoring (Monthly) |
Operation phase coral monitoring works was conducted on 10 and 11 December 2024, 8 and 9 January 2025 and 13 and 14 February 2025 respectively. There is no AL/LL exceedance during the monitoring period. |
Ecology (Fishery) |
|
Operation phase Regular Fishery Monitoring (Seasonally) |
Operation phase fishery monitoring for wet season 2024 was carried out on 24 and 31 August 2024. |
Aurecon Hong Kong Limited
Parameters |
Status |
Ecology (Landscape) |
|
Operation phase Landscape and Visual Site Inspection |
On-going |
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 and operation phase of the Project during the reporting period is provided in Appendix C.
Aurecon Hong Kong Limited
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 L /L (average of eq 5min eq 30min 6 consecutive L ) eq 5min |
L eq30min L & L 1030min 9030min |
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 |
Aurecon Hong Kong Limited
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
Aurecon Hong Kong Limited
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.
Aurecon Hong Kong Limited
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. As no Contract-related construction activities were undertaken in the reporting period within a radius of 300m from the monitoring stations of the Project site as shown in Figure 2.4, no impact noise monitoring was conducted in the reporting period.
Figure 2.4
Site Layout Plan with Noise Sensitive Receivers and Desalination Plant
Aurecon Hong Kong Limited
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 operation; and, •
Continuous monitoring of effluent quality.
3.1. WATER QUALITY PARAMETERS
Parameters to be measured in the marine water quality monitoring and the Continuous Monitoring of Effluent Quality are listed in Table 3.1 and Table 3.2 respectively.
a) Operation phase Marine Water Quality Monitoring 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 operation works or are a standard check on water quality conditions. Parameters measured in the monitoring are listed in Table 3.1
Table 3.1
Parameters measured in the marine water quality monitoring
Parameters |
Unit |
Abbreviation |
In-situ measurements |
||
Dissolved oxygen |
mg/L |
DO |
Temperature |
oC |
- |
pH |
pH |
- |
Turbidity |
NTU |
- |
Salinity |
0/ 00 |
- |
Total Residual Chlorine |
mg/L |
TRC |
Total Residual Chlorine (Disinfection) |
mg/L |
TRC |
Laboratory measurements |
||
Suspended Solids |
mg/L |
SS |
Iron |
mg/L |
|
Anti-scalant |
mg/L |
- |
Aurecon Hong Kong Limited
NOTE 1: Monitoring of Total Residual Chlorine (Disinfection) will be conducted when cleaning and sterilization of the new freshwater main is carried out.
b) Continuous Monitoring of Effluent Quality
The monitoring requirement for the continuous effluent quality monitoring shall be conducted in accordance with the effluent parameters and standards stipulated by the Water Pollution Control Ordinance Discharge License (No.: WT00044188-2023) conditions.
Table 3.2
Parameters measured in the Continuous Monitoring of Effluent Quality
Parameters |
Unit |
Abbreviation |
In-situ measurements |
||
Temperature |
oC |
- |
pH |
pH |
- |
Salinity |
0/00 |
- |
Total Residual Chlorine |
mg/L |
TRC |
Laboratory measurements |
||
Suspended Solids |
mg/L |
SS |
Iron-Soluble |
mg/L |
Fe |
Total Inorganic Nitrogen |
mg/L |
- |
Total Phosphorus |
mg/L |
- |
Sodium Metabisulphite |
mg/L |
SMBS |
Anti-scalant as Reactive Phosphorus * |
mg/L |
PO4 as P- |
*Remark: Anti-scalant water quality testing will only be conducted whenever anti-scalant dosage is adopted.
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.
3.2. MONITORING LOCATIONS
a) Operation phase Marine Water Quality Monitoring The water quality monitoring locations are detailed in Table 3.2 and shown in Figure 3.1 below.
Table 3.3
Location of 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 |
Aurecon Hong Kong Limited
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 |
NF3
846742
813414
Edge of mixing zone, ~ 200m south of outfall diffuser
Figure 3.1
Water Quality Monitoring Locations under EM&A Manual
b) Continuous Monitoring of Effluent Quality
In accordance with the discharge license, the Continuous Monitoring shall be sampling at Brine Outfall Shaft.
Aurecon Hong Kong Limited
Figure 3.2
Continuous Monitoring locations
3.3. MONITORING EQUIPMENT, METHODOLOGY AND QA/QC PROCEDURES
The monitoring methodology, equipment used, and QA/QC procedures could be referred to Section 3.1.2 -3.1.4, 3.1.6-3.1.7 and 3.2 of the Monthly EM&A Report.
3.4. ACTION AND LIMIT LEVELS
The Action and Limit Levels have been set based on the derivation criteria specified in the EM&A Manual. The Action/Limit Levels have been derived and are presented in Table 3.4 and Table 3.5.
a) Operation phase Marine Water Quality Monitoring Table 3.4
Derived Action and Limit Levels for Water Quality
Parameters |
Action |
Limit |
Operation Phase 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) |
Aurecon Hong Kong Limited
Parameters |
Action |
Limit |
Operation Phase Monitoring |
||
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 mg/L |
0.3 mg/L |
Total residual chlorine in mg/L |
0.01 mg/L |
0.01 mg/L |
Total residual chlorine in mg/L (Disinfection) |
0.1 mg/L |
0.1 mg/L |
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.
b) Continuous Monitoring of Effluent Quality
Parameters |
Limit |
Continuous Monitoring of Effluent Quality |
|
Flow Rate in m3/day |
216841 |
Temperature in °C |
Maximum 40 |
Salinity |
71347 |
SS in mg/L |
13 |
pH |
6-9 |
Iron in mg/L |
0.6 |
Total residual chlorine in mg/L |
0.1 |
Total Inorganic Nitrogen in mg/L |
2 |
Total Phosphorous in mg/L |
1 |
Aurecon Hong Kong Limited
Parameters |
Limit |
Continuous Monitoring of Effluent Quality |
|
Sodium Metabisulphite in mg/L |
0.5 |
Anti scalant in mg/L* |
2.2 |
*Remark:
1. Anti-scalant water quality testing will only be conducted whenever anti-scalant dosage is adopted.
3.5. MONITORING RESULTS AND OBSERVATIONS
Construction Phase
Referring to EM&A Manual, the general water quality monitoring should be carried out when there are marine-related construction activities undertaken. General water quality monitoring at the ten monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36 and WSR37) was ceased from 1 September 2023 due to the completion of marine-related construction works.
Operation Phase
The first-year operation phase marine water quality monitoring was carried out during the reporting period, the monitoring was conducted at the thirteen monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36, WSR37, NF1, NF2 and NF3). The Action and Limit Level would be referred to the approved EM&A Manual Table 5.4 First-year Operation Phase Marine Water Monitoring.
The operation phase marine water quality monitoring was conducted 3, 5, 7, 10, 12, 14, 17, 19, 21, 24, 26, 28 and 31 December 2024, 2, 4, 7, 9, 11, 14, 16, 18, 21, 23, 25, 28 and 30 January 2025 and 1, 4, 6, 8, 11, 13, 15, 18, 20, 22, 25 and 27 February 2025. The result of the reporting quarterly is presented in Table 3.6. Details of water quality monitoring graphics were presented in Appendix D.
Forty-one (41) of the operation phase marine water quality monitoring results of SS obtained had exceeded the Action Level. Sixty-eight (68) of the operation phase water quality monitoring results of SS obtained during the reporting period had exceeded the Limit Level.
Investigation on the reason of exceedance has been carried out, where the exceedances of SS were concluded to be unrelated to the Contract as detailed in the Incident Reports on Action Level or Limit Level. Summary of the exceedance is presented in Appendix E.
Continuous Monitoring of Effluent Quality Continuous Monitoring of Effluent Quality was conducted sampling point in the reporting period.
No exceedance of the sampling was obtained during the reporting period had exceeded the Limit Level. The detailed results are summarized in Table 3.7.
Due to the suspension of production at the plant, there was no effluent discharge from the TKODP during the periods listed below:
• From 12 a.m. on 1 December 2024 to 10 a.m. on 5 December 2024 • From 10 p.m. on 5 December 2024 to 10 a.m. on 6 December 2024
Aurecon Hong Kong Limited
• From 10 p.m. on 9 December 2024 to 10 a.m. on 10 December 2024 • From 10 p.m. on 10 December 2024 to 10 a.m. on 11 December 2024 • From 10 p.m. on 16 December 2024 to 10 a.m. on 23 December 2024 • From 8 p.m. on 23 December 2024 to 2 p.m. on 27 December 2024 • From 9 p.m. on 8 January 2025 to 11 p.m. on 8 January 2025 • From 10 a.m. on 13 January 2025 to 8 a.m. on 14 January 2025 • From 8 a.m. on 16 January 2025 to 12 a.m. on 16 January 2025 • From 6 p.m. on 24 January 2025 to 10 a.m. on 27 January 2025 • From 3 p.m. on 2 February 2025 to 5 p.m. on 2 February 2025 • From 10 p.m. on 8 February 2025 to 10 a.m. on 10 February 2025 • From 11 a.m. on 11 February 2025 to 12 p.m. on 12 February 2025 • From 6 a.m. on 14 February 2025 to 8 a.m. on 14 February 2025 • From 12 p.m. on 15 February 2025 to 10 a.m. on 17 February 2025 • From 3 p.m. on 27 February 2025 to 5 a.m. on 27 February 2025 Therefore, the effluent sampling was suspended on 1, 2, 3, 4, 17, 18, 19, 20, 22, 24, 25 and 26 December 2024, 13, 14, 25 and 26 January 2025, 9, 11, 15 and 16 February 2025 respectively.
Aurecon Hong Kong Limited
Quarterly EM&A Report No.20
Table 3.6
Summary of Operation Phase Water Quality Monitoring Results
Location |
Parameter |
|||||||||||||||||||||||||||
Salinity (ppt) |
Dissolved Oxygen (mg/L) |
pH |
Turbidity (NTU) |
Suspended Solids (mg/L) |
Temp. (oC) |
TRC (mg/L) |
Iron (mg/L) |
|||||||||||||||||||||
Surface & Middle |
Bottom |
|||||||||||||||||||||||||||
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
||
CE |
Avg. |
31.92 |
31.90 |
31.78 |
8.54 |
8.97 |
8.77 |
8.55 |
8.98 |
8.76 |
8.20 |
8.22 |
8.16 |
2.41 |
2.33 |
2.26 |
3.76 |
3.28 |
3.19 |
21.45 |
21.24 |
21.15 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.53 |
30.44 |
31.14 |
7.79 |
8.41 |
8.18 |
7.84 |
8.38 |
8.15 |
8.05 |
8.03 |
8.01 |
1.99 |
1.70 |
2.04 |
2.50 |
2.50 |
2.38 |
20.90 |
20.84 |
20.87 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.61 |
32.62 |
33.21 |
9.49 |
9.22 |
9.33 |
9.47 |
9.30 |
9.28 |
8.37 |
8.39 |
8.29 |
2.61 |
2.64 |
2.46 |
7.00 |
8.00 |
7.00 |
22.24 |
21.66 |
21.62 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
CF |
Avg. |
31.91 |
31.79 |
31.67 |
8.77 |
8.82 |
8.92 |
8.76 |
8.83 |
8.93 |
8.19 |
8.22 |
8.14 |
2.40 |
2.52 |
2.41 |
4.06 |
3.28 |
3.14 |
21.53 |
21.24 |
21.16 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.86 |
31.01 |
30.77 |
7.95 |
7.97 |
8.30 |
7.96 |
7.94 |
8.35 |
7.94 |
8.05 |
7.98 |
2.02 |
1.89 |
2.17 |
2.50 |
2.50 |
2.27 |
20.98 |
20.89 |
20.76 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
33.24 |
32.71 |
32.92 |
9.38 |
9.36 |
9.33 |
9.34 |
9.39 |
9.34 |
8.34 |
8.38 |
8.26 |
2.73 |
2.85 |
2.72 |
9.00 |
6.00 |
6.00 |
22.16 |
21.70 |
21.40 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR1 |
Avg. |
31.95 |
31.69 |
31.63 |
8.71 |
8.71 |
8.78 |
8.73 |
8.74 |
8.78 |
8.12 |
8.18 |
8.15 |
1.81 |
1.69 |
1.86 |
4.22 |
3.60 |
3.52 |
21.53 |
21.29 |
21.13 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.99 |
30.59 |
30.72 |
7.95 |
8.13 |
8.28 |
7.97 |
8.05 |
8.26 |
7.94 |
8.02 |
8.04 |
1.20 |
1.25 |
1.52 |
2.50 |
2.50 |
2.05 |
21.04 |
21.04 |
20.73 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.92 |
32.62 |
32.35 |
9.25 |
9.41 |
9.51 |
9.33 |
9.46 |
9.47 |
8.34 |
8.37 |
8.28 |
2.19 |
2.24 |
2.19 |
8.00 |
9.00 |
12.00 |
22.30 |
21.70 |
21.44 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR2 |
Avg. |
31.80 |
31.91 |
31.76 |
8.64 |
8.68 |
8.68 |
8.63 |
8.69 |
8.69 |
8.21 |
8.20 |
8.18 |
1.80 |
1.75 |
1.80 |
4.29 |
3.54 |
3.14 |
21.56 |
21.29 |
21.18 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.53 |
30.89 |
30.78 |
8.10 |
8.16 |
8.04 |
8.08 |
8.10 |
8.07 |
8.05 |
8.05 |
8.09 |
1.29 |
1.09 |
1.42 |
2.50 |
2.50 |
2.00 |
20.94 |
20.81 |
20.76 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.78 |
32.79 |
33.07 |
9.09 |
9.19 |
9.33 |
9.08 |
9.19 |
9.27 |
8.37 |
8.41 |
8.32 |
2.17 |
2.29 |
2.09 |
13.00 |
11.00 |
6.00 |
22.41 |
21.76 |
21.64 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR3 |
Avg. |
31.87 |
31.95 |
31.72 |
8.73 |
8.64 |
8.76 |
8.71 |
8.66 |
8.75 |
8.16 |
8.24 |
8.19 |
1.69 |
1.79 |
1.74 |
4.04 |
3.55 |
3.10 |
21.49 |
21.23 |
21.18 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.91 |
30.84 |
30.85 |
8.29 |
8.25 |
8.28 |
8.30 |
8.28 |
8.29 |
7.97 |
8.08 |
8.06 |
1.29 |
1.41 |
1.52 |
2.50 |
2.50 |
1.68 |
20.97 |
20.85 |
20.81 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.87 |
32.66 |
32.48 |
9.23 |
9.01 |
9.36 |
9.22 |
8.96 |
9.35 |
8.36 |
8.37 |
8.37 |
2.17 |
2.15 |
2.19 |
8.00 |
8.00 |
6.00 |
22.24 |
21.59 |
21.54 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR4 |
Avg. |
31.69 |
32.01 |
31.77 |
8.51 |
8.58 |
8.81 |
8.50 |
8.60 |
8.83 |
8.19 |
8.17 |
8.15 |
1.73 |
1.81 |
1.71 |
4.35 |
3.60 |
3.41 |
21.57 |
21.26 |
21.13 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.65 |
31.46 |
30.79 |
8.09 |
8.16 |
8.27 |
8.01 |
8.12 |
8.28 |
8.02 |
8.04 |
7.98 |
1.30 |
1.26 |
1.40 |
2.50 |
2.50 |
1.92 |
20.92 |
20.88 |
20.65 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.68 |
32.67 |
32.92 |
9.18 |
9.10 |
9.37 |
9.12 |
9.13 |
9.47 |
8.36 |
8.28 |
8.33 |
2.10 |
2.23 |
2.09 |
9.00 |
8.00 |
7.00 |
22.37 |
21.69 |
21.64 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR16 |
Avg. |
31.77 |
31.76 |
31.78 |
8.48 |
8.96 |
8.83 |
8.49 |
8.96 |
8.85 |
8.16 |
8.21 |
8.17 |
1.76 |
1.79 |
1.74 |
3.94 |
3.38 |
3.33 |
21.49 |
21.20 |
21.12 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
31.09 |
30.97 |
31.00 |
8.02 |
8.09 |
8.12 |
8.05 |
8.04 |
8.10 |
7.91 |
8.02 |
7.98 |
1.19 |
1.40 |
1.56 |
2.50 |
2.50 |
1.78 |
20.91 |
20.79 |
20.61 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.66 |
33.08 |
32.64 |
9.15 |
9.43 |
9.68 |
9.22 |
9.35 |
9.64 |
8.33 |
8.42 |
8.29 |
2.22 |
2.17 |
2.01 |
8.00 |
8.00 |
8.00 |
22.06 |
21.44 |
21.40 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR33 |
Avg. |
32.03 |
32.02 |
31.66 |
8.74 |
8.70 |
8.79 |
8.74 |
8.71 |
8.80 |
8.15 |
8.23 |
8.14 |
1.72 |
1.75 |
1.75 |
4.18 |
3.28 |
2.91 |
21.57 |
21.23 |
21.06 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
31.18 |
30.89 |
30.76 |
8.08 |
8.22 |
8.21 |
8.03 |
8.24 |
8.25 |
7.99 |
8.12 |
7.97 |
1.34 |
1.44 |
1.51 |
2.50 |
2.50 |
1.58 |
21.10 |
20.83 |
20.80 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
33.04 |
32.95 |
32.58 |
9.28 |
9.13 |
9.34 |
9.32 |
9.15 |
9.37 |
8.38 |
8.42 |
8.36 |
1.98 |
2.21 |
2.19 |
8.00 |
9.00 |
6.00 |
22.22 |
21.74 |
21.42 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR36 |
Avg. |
31.85 |
32.11 |
32.05 |
8.50 |
8.61 |
8.82 |
8.49 |
8.59 |
8.82 |
8.15 |
8.18 |
8.17 |
1.70 |
1.71 |
1.85 |
3.78 |
3.56 |
3.29 |
21.52 |
21.26 |
21.17 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.75 |
31.47 |
31.29 |
7.83 |
8.02 |
8.39 |
7.82 |
8.01 |
8.43 |
7.99 |
8.03 |
8.07 |
1.26 |
1.21 |
1.56 |
2.50 |
2.50 |
1.76 |
20.97 |
20.76 |
20.55 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
33.15 |
32.93 |
33.21 |
9.21 |
9.30 |
9.21 |
9.19 |
9.22 |
9.25 |
8.35 |
8.40 |
8.34 |
2.19 |
2.07 |
2.19 |
8.00 |
7.00 |
8.00 |
22.11 |
21.80 |
21.43 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
WSR37 |
Avg. |
32.02 |
31.77 |
31.75 |
8.70 |
8.54 |
8.83 |
8.70 |
8.54 |
8.83 |
8.15 |
8.19 |
8.17 |
1.75 |
1.77 |
1.81 |
4.33 |
3.61 |
3.49 |
21.50 |
21.31 |
21.18 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
31.04 |
30.95 |
30.87 |
7.99 |
8.13 |
8.22 |
7.97 |
8.11 |
8.21 |
7.93 |
8.02 |
8.03 |
1.29 |
1.51 |
1.50 |
2.50 |
2.50 |
1.91 |
20.86 |
20.89 |
20.85 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.71 |
32.56 |
32.88 |
9.24 |
8.91 |
9.74 |
9.28 |
8.96 |
9.69 |
8.25 |
8.34 |
8.28 |
2.05 |
2.16 |
2.12 |
10.00 |
7.00 |
8.00 |
22.16 |
21.72 |
21.53 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Quarterly EM&A Report No.20
Location |
Parameter |
|||||||||||||||||||||||||||
Salinity (ppt) |
Dissolved Oxygen (mg/L) |
pH |
Turbidity (NTU) |
Suspended Solids (mg/L) |
Temp. (oC) |
TRC (mg/L) |
Iron (mg/L) |
|||||||||||||||||||||
Surface & Middle |
Bottom |
|||||||||||||||||||||||||||
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
Dec- 2024 |
Jan- 2025 |
Feb- 2025 |
||
NF1 |
Avg. |
31.88 |
31.91 |
31.89 |
8.65 |
8.66 |
8.95 |
8.64 |
8.65 |
8.97 |
8.14 |
8.22 |
8.14 |
1.64 |
1.75 |
1.81 |
4.42 |
3.21 |
2.82 |
21.53 |
21.23 |
21.11 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.52 |
31.37 |
30.87 |
8.16 |
8.17 |
8.29 |
8.09 |
8.09 |
8.35 |
7.91 |
8.02 |
7.99 |
1.14 |
1.37 |
1.50 |
2.50 |
2.50 |
0.40 |
21.01 |
20.81 |
20.84 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.78 |
32.83 |
32.53 |
9.12 |
9.23 |
9.63 |
9.16 |
9.26 |
9.63 |
8.34 |
8.46 |
8.29 |
2.06 |
2.18 |
2.15 |
9.00 |
9.00 |
6.00 |
22.20 |
21.68 |
21.54 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
NF2 |
Avg. |
31.99 |
31.85 |
31.99 |
8.60 |
8.77 |
8.80 |
8.59 |
8.77 |
8.81 |
8.17 |
8.20 |
8.17 |
1.64 |
1.78 |
1.76 |
4.30 |
3.40 |
3.49 |
21.48 |
21.25 |
21.13 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.86 |
31.23 |
30.97 |
7.90 |
8.26 |
8.13 |
7.89 |
8.25 |
8.12 |
8.01 |
8.04 |
8.05 |
1.31 |
1.40 |
1.43 |
2.50 |
2.50 |
1.57 |
21.02 |
21.06 |
20.71 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
32.73 |
32.49 |
32.86 |
9.19 |
9.41 |
9.47 |
9.19 |
9.37 |
9.39 |
8.39 |
8.37 |
8.35 |
2.11 |
2.09 |
2.15 |
9.00 |
18.00 |
8.00 |
22.13 |
21.83 |
21.43 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
NF3 |
Avg. |
31.95 |
31.83 |
31.83 |
8.72 |
8.83 |
8.92 |
8.72 |
8.83 |
8.94 |
8.17 |
8.24 |
8.12 |
1.73 |
1.84 |
1.87 |
4.11 |
3.47 |
3.14 |
21.41 |
21.28 |
21.14 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Min. |
30.58 |
30.73 |
30.70 |
7.77 |
8.38 |
8.00 |
7.83 |
8.40 |
8.07 |
7.93 |
8.05 |
7.98 |
1.31 |
1.41 |
1.48 |
2.50 |
2.50 |
1.91 |
20.84 |
20.93 |
20.61 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
|
Max.. |
33.07 |
32.61 |
33.05 |
9.38 |
9.49 |
9.40 |
9.39 |
9.45 |
9.46 |
8.40 |
8.43 |
8.28 |
2.12 |
2.25 |
2.14 |
8.00 |
7.00 |
8.00 |
22.30 |
21.79 |
21.38 |
<0.01 |
<0.01 |
<0.01 |
<0.1 |
<0.1 |
<0.1 |
Table 3.7
Summary of Continuous Effluent Monitoring Results
Salinity (ppt) |
pH |
Temp (°C) |
Total Residual Chlorine (mg/L) |
Suspended Solids (mg/L) |
Total Inorganic Nitrogen (mg/L) |
Total Phosphorus (mg/L) |
*Sodium Metabisulphite (mg/L) |
Iron (mg/L) |
||
Dec-2024 |
Avg. |
46.00 |
7.74 |
20.59 |
0.01 |
2 |
0.14 |
0.01 |
<2 |
<0.1 |
Min. |
38.35 |
6.38 |
15.90 |
0.00 |
2 |
0.07 |
0.01 |
<2 |
<0.1 |
|
Max. |
55.05 |
8.24 |
27.42 |
0.06 |
2 |
0.19 |
0.03 |
<2 |
<0.1 |
|
Jan-2025 |
Avg. |
50.41 |
8.02 |
18.04 |
0.02 |
2 |
0.18 |
0.01 |
<2 |
<0.1 |
Min. |
47.18 |
7.55 |
15.53 |
0.00 |
2 |
0.10 |
0.01 |
<2 |
<0.1 |
|
Max. |
54.51 |
8.20 |
20.26 |
0.05 |
2 |
0.26 |
0.01 |
<2 |
<0.1 |
|
Feb-2025 |
Avg. |
31.75 |
8.17 |
21.18 |
0.02 |
2 |
0.40 |
0.02 |
<2 |
<0.1 |
Min. |
30.87 |
8.03 |
20.85 |
0.00 |
2 |
0.11 |
0.01 |
<2 |
<0.1 |
|
Max. |
32.88 |
8.28 |
21.53 |
0.05 |
2 |
0.22 |
0.012 |
<2 |
<0.1 |
* Remark: As confirmed by various laboratories in Hong Kong, the lowest detection limit for Sodium Metabisulphite is <2 mg/L. Due to the limitation of the laboratory, the lowest result for Sodium Metabisulphite will only be shown as < 2 mg/L.
Quarterly EM&A Report No.20
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 F.
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 (1) |
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) |
|
Dec 2024 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
1.000 |
31.47 |
Jan 2025 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
38.740 |
Feb 2025 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
18.330 |
Notes:
(1) Plastics refer to plastic bottles / containers, plastic sheets / foam from packaging material
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.
Routine monitoring is required at buildings within the Project Site and consultation zones. The monitoring frequency will be monthly for the first year of operation.
For 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.
Monitoring of oxygen, methane, carbon dioxide and barometric pressure would be performed monthly during the operation phase.
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, 5.2 and 5.3.
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.
Parameters |
Action Level |
Limit Level |
Oxygen (O ) 2 |
<19% O 2 |
<19% O 2 |
Methane (CH ) 4 |
>10% LEL |
>20% LEL |
Carbon Dioxide (CO ) 2 |
>0.5% CO 2 |
>1.5% CO 2 |
5.6. MONITORING EQUIPMENT
The monitoring equipment used during the construction phase in this reporting period is detailed in Section 5.8 of the Construction Phase Monthly EM&A Report and the monitoring equipment used during the operation phase in the reporting period is detailed in Section 4.7 – 4.8 of the Operation Phase Monthly EM&A Report.
5.7. MONITORING RESULTS AND OBSERVATIONS
The Construction Phase landfill gas monitoring was ceased from 31 October 2024.
In this reporting period, Operation Phase landfill gas monitoring was conducted on 10 and 11 December 2024, 8 and 9 January 2025 and 13 and 14 February 2025 respectively. No exceedances of action level and limit level was observed.
SUMMARY OF EXCEEDANCE, COMPLAINT, 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.
Referring to EM&A Manual, the general water quality monitoring should be carried out when there are marine-related construction activities undertaken. General water quality monitoring at the ten monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36 and WSR37) was ceased from 1 September 2023 due to the completion of marine-related construction works.
Forty-one (41) of the operation phase water quality monitoring results of SS obtained had exceeded the Action Level. Sixty-eight (68) of the operation phase water quality monitoring results of SS obtained during the reporting period had exceeded the Limit Level. After investigation, all exceedances were considered non-project related.
Construction Phase landfill gas monitoring was ceased from 31 October 2024.
In this reporting period, Operation Phase landfill gas monitoring was conducted on 10 and 11 December 2024, 8 and 9 January 2025 and 13 and 14 February 2025. No exceedances of action level and limit level was observed.
Operation phase monthly coral monitoring was conducted during the reporting period on 18 December 2024, 20 January 2025 and 20 February 2025 respectively. No sediment, bleaching or increased mortality in the general condition of all other tagged coral colonies were observed during the monthly operation phase monitoring period. No deterioration of the coral community was observed in the ecological monitoring results when compared with the baseline ecological monitoring results. There is no AL/LL exceedance during the monitoring period.
Operation phase fishery monitoring for wet season 2024 was carried out on 24 and 31 August 2024. The detail of the monitoring was presented in the 4th Operation Phase Monthly EM&A Report.
Continuous Monitoring of Effluent Quality was conducted sampling point from 1 December 2024 to 28 February 2025. No exceedance of the sampling was obtained during the reporting period had exceeded the Limit Level.
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 environmental complaint was received in the reporting period. No notification of summons and prosecution was received in the reporting period.
Statistics on complaints and regulatory compliance are summarized in Appendix G.
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.
No trespass by the Contractor outside the works area of the Project and Clear Water Bay Country Park, and no damage to the vegetation and rocky shore outside the Project area was observed in the reporting period. All plants were observed to be in satisfactory condition in the reporting period.
ET weekly site inspections were carried out by ET on 3, 10, 18, 23 and 31 December 2024, 7, 14, 21 and 27 January 2025 and 5, 11, 18 and 25 February 2025.
Joint site inspections were also carried out by ET and IEC on 18 December 2024, 21 January 2025 and 25 February 2025.
EPD conducted a site visit on 12 December 2024, during which no comments were raised.
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.
CONCLUSIONS AND RECOMMENDATIONS
This is the 20th Quarterly EM&A Report for the Project which summarizes the key findings of the EM&A programme during the reporting period from 1 December 2024 to 28 February 2025, in accordance with the EM&A Manual and the requirement under FEP-01/503/2015/B.
According to the contractor’s information, the works of TKODP were substantially completed on 30 June 2024 and the plant commenced the operation phase on 1 July 2024. The outstanding construction works were being carried out during this reporting period.
No noise monitoring was conducted in the reporting period due to the over distant monitoring station from the works location.
Referring to EM&A Manual, the general water quality monitoring should be carried out when there are marine-related construction activities undertaken. General water quality monitoring at the ten monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36 and WSR37) was ceased from 1 September 2023 due to the completion of marine-related construction works.
Forty-one (41) of the operation phase water quality monitoring results of SS obtained had exceeded the Action Level. Sixty-eight (68) of the operation phase water quality monitoring results of SS obtained during the reporting period had exceeded the Limit Level. After investigation, all exceedances were considered non-project related.
Continuous Monitoring of Effluent Quality was conducted sampling point 1 December 2024 to 28 February 2025. No exceedance of the sampling was obtained during the reporting period had exceeded the Limit Level.
Construction Phase landfill gas monitoring was ceased from 31 October 2024.
In this reporting period, Operation Phase landfill gas monitoring was conducted on 10 and 11 December 2024, 8 and 9 January 2025 and 13 and 14 February 2025. No exceedances of action level and limit level was observed.
Operation phase monthly coral monitoring was conducted during the reporting period on 18 December 2024, 20 January 2025 and 20 February 2025. No sediment, bleaching or increased mortality in the general condition of all other tagged coral colonies were observed during the monthly operation phase monitoring period. No deterioration of the coral community was observed in the ecological monitoring results when compared with the baseline ecological monitoring results. There is no AL/LL exceedance during the monitoring period.
Operation phase fishery monitoring for wet season 2024 was carried out on 24 and 31 August 2024. The detail of the monitoring was presented in the 4th Operation Phase Monthly EM&A Report.
Weekly environmental site inspection was conducted during the reporting period. The environmental performance of the project was therefore considered satisfactory.
No environmental complaint was received in the reporting period. No notification of summons or prosecution was received of the Contract since commencement of the Contract quarter.
The ET will keep track on the construction and operation works to confirm compliance of environmental requirements and the proper implementation of all necessary mitigation measures.

13/WSD/17 |
Design, Build and Operate Stage 1 of Tesung Kwan O Desalination Plant |
31 Jul 24 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ctivity ID |
Activity Name |
Baseline Duration |
Baseline Start |
Baseline Finish |
Remaining Duration |
Actual / Planned Start |
Actual / Planned Finish |
Actual % Complete |
Variance Finish Date |
Total Float |
2020 |
2021 |
2022 |
2023 |
2024 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
|||||||||||||||||||||
Project Progr |
amme Updated as at 31 Jul 2024 |
Le |
tter C |
of om |
Acc me |
ep nc |
tan em |
ce ent |
of |
the |
W |
ork |
s |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Key Dates |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Commencem |
ent and Completion Date |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000100 |
Letter of Acceptance |
0 |
15-Nov-19 |
0 |
15-Nov-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000110 |
Commencement of the Works |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000120 |
Original Completion of the Works (1170 Days) |
0 |
13-Mar-23 |
0 |
13-Mar-23 A |
100% |
0 |
P |
os |
ses |
sio |
n of |
Fir |
st |
Sta |
ge |
Por |
tion |
A |
Ori |
gin |
al C |
om |
ple |
tio |
n of |
th |
e W |
or |
ks ( R |
117 ev |
0 ise |
Day d C |
s) om |
ple P |
tion lan |
of ne |
the d C |
W om |
ork ple |
||||||||||||||||||||||||||||||||||||||||||
KD0000130 |
Revised Completion of the Works (324 Days EOT Granted) |
0 |
0 |
14-Mar-23 A |
31-Jan-24 A |
100% |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000510 |
Planned Completion of the Works |
0 |
0 |
30-Jun-24 A |
100% |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Possession |
of Site |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000200 |
Possession of First Stage Portion A |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000210 |
Possession of First Stage Portion B |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
P P P P P |
os os os os os |
ses ses ses ses ses |
sio sio sio sio sio |
n of n of n of n of n of |
Fir Ar Te Te Te |
st ea mp mp mp |
Sta for ora ora ora |
ge Acc ry ry ry |
Por es Wo Wo Wo |
tion s R rks rks rks |
B oa Are Are Are |
d a 1 a 2 a 3 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000220 |
Possession of Area for Access Road |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000230 |
Possession of Temporary Works Area 1 |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000240 |
Possession of Temporary Works Area 2 |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000250 |
Possession of Temporary Works Area 3 |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
KD0000260 |
Possession of Temporary Works in Clear Water Bay Country Park |
0 |
30-Dec-19 |
0 |
30-Dec-19 A |
100% |
0 |
P |
os |
ses |
sio |
n of |
Te |
mp |
ora |
ry |
Wo |
rks |
in |
Cle |
ar |
Wa |
ter |
Ba |
y C |
ou |
ntry |
Pa |
rk |
|||||||||||||||||||||||||||||||||||||||||||||||||||||
Executive Su |
mmaries |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Preliminary S |
etup |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001000 |
Mobilization and Preliminary Set Up |
191 |
30-Dec-19 |
07-Jul-20 |
0 |
30-Dec-19 A |
20-Jul-20 A |
100% |
-13 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Civil Design |
AIP and DDA |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001010 |
AIP Civil Design Submission and Approval |
330 |
30-Dec-19 |
23-Nov-20 |
0 |
30-Dec-19 A |
31-Aug-20 A |
100% |
84 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001020 |
DDA Civil Design Submission and Approval |
414 |
28-Feb-20 |
16-Apr-21 |
0 |
22-Jan-20 A |
01-Sep-21 A |
100% |
-138 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
M&E Design |
AIP and DDA |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002000 |
M&E AIP Process Mechanical Submission and Approval |
477 |
30-Dec-19 |
19-Apr-21 |
0 |
30-Dec-19 A |
22-Dec-20 A |
100% |
118 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002010 |
M&E DDA Process Mechanical Submission and Approval |
679 |
08-Feb-20 |
17-Dec-21 |
0 |
21-Jul-20 A |
02-Sep-21 A |
100% |
106 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002020 |
M&E AIP Instrumentation & Control Submission and Approval |
607 |
31-Jan-20 |
28-Sep-21 |
0 |
04-Feb-20 A |
25-Feb-20 A |
100% |
581 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002030 |
M&E DDA Instrumentation & Control Submission and Approval |
514 |
22-Jul-20 |
17-Dec-21 |
0 |
13-Feb-21 A |
14-Apr-23 A |
100% |
-482 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002050 |
M&E DDA Renewable Energy Submission and Approval |
382 |
16-Aug-20 |
01-Sep-21 |
0 |
17-Aug-20 A |
31-Dec-20 A |
100% |
244 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002060 |
M&E AIP Building Services Submission and Approval |
226 |
30-Dec-19 |
11-Aug-20 |
0 |
30-Dec-19 A |
30-Oct-20 A |
100% |
-80 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002065 |
M&E Design Basis & Civil Guidance Dwg |
112 |
30-Dec-19 |
19-Apr-20 |
0 |
30-Dec-19 A |
24-Jul-20 A |
100% |
-96 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002070 |
M&E DDA Building Services Submission and Approval |
306 |
28-Feb-20 |
29-Dec-20 |
0 |
01-Mar-20 A |
30-Jun-21 A |
100% |
-183 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002085 |
M&E AIP Site Wide Electrical Submission and Approval |
155 |
09-Jun-20 |
10-Nov-20 |
0 |
21-Mar-20 A |
22-Jul-20 A |
100% |
111 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002090 |
M&E CMS Lift Submission and Approval |
140 |
27-Aug-20 |
13-Jan-21 |
0 |
01-Oct-20 A |
20-Jul-21 A |
100% |
-188 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002095 |
M&E DDA Site Wide Electrical Submission and Approval |
140 |
11-Nov-20 |
30-Mar-21 |
0 |
23-Jul-20 A |
04-Jun-21 A |
100% |
-66 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002100 |
M&E DDA T&C Design Submission and Approval |
155 |
29-Mar-22 |
30-Aug-22 |
0 |
01-Aug-21 A |
05-Oct-23 A |
100% |
-401 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Procurement |
of Major Plant & Equipment Schedule |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002320 |
M&E Procurement of Major Plant, Equipment, Material and Delivery |
901 |
14-Mar-20 |
31-Aug-22 |
0 |
04-Feb-20 A |
16-Jan-23 A |
100% |
-137 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES2420 |
M&E Procurement of Mechanical Equipment - Intake Pumps |
595 |
18-May-20 |
02-Jan-22 |
0 |
04-Feb-20 A |
11-May-22 A |
100% |
-128 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES2430 |
M&E Procurement of Mechanical Equipment - ActiDAFF Underdrain |
333 |
30-Oct-20 |
27-Sep-21 |
0 |
02-Aug-20 A |
14-Mar-22 A |
100% |
-168 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES2440 |
M&E Procurement of Mechanical Equipment - ActiDAFF Media |
298 |
15-Mar-21 |
06-Jan-22 |
0 |
23-Jul-20 A |
14-Oct-22 A |
100% |
-281 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES2450 |
M&E Procurement of Mechanical Equipment - RO and ERD Rack |
274 |
22-Feb-21 |
22-Nov-21 |
0 |
22-Jul-20 A |
28-Dec-21 A |
100% |
-36 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES2460 |
M&E Procurement of Mechanical Equipment - RO Membrane |
755 |
29-Mar-20 |
22-Apr-22 |
0 |
12-Feb-20 A |
28-Dec-22 A |
100% |
-249 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES2470 |
M&E Procurement of Electrical Equipment - CLP Substation for LV Switchboard / Genset / Building Services |
300 |
14-Mar-20 |
07-Jan-21 |
0 |
14-Mar-20 A |
28-Feb-21 A |
100% |
-52 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Summary Bar Actual Work Target Milestone Actual Level of Effort Early Bar Milestone Target Bar Critical Bar |
Page 1 of 5 Appendix D - Critical Path file: MPR202407 c _ |
13/WSD/17
Design, Build and Operate Stage 1 of Tesung Kwan O Desalination Plant 31 Jul 24
ES0001020
DDA Civil Design Submission and Approval
28-Feb-20
16-Apr-21
22-Jan-20 A
01-Sep-21 A
100%
-138
ES0002030
M&E DDA Instrumentation & Control Submission and Approval
22-Jul-20
17-Dec-21
13-Feb-21 A
14-Apr-23 A
100%
-482
ES0002070
M&E DDA Building Services Submission and Approval
28-Feb-20
29-Dec-20
01-Mar-20 A
30-Jun-21 A
100%
-183
ES0002090
M&E CMS Lift Submission and Approval
27-Aug-20
13-Jan-21
01-Oct-20 A
20-Jul-21 A
100%
-188
ES0002100
M&E DDA T&C Design Submission and Approval
29-Mar-22
30-Aug-22
01-Aug-21 A
05-Oct-23 A
100%
-401
ES0002320
M&E Procurement of Major Plant, Equipment, Material and Delivery
14-Mar-20
31-Aug-22
04-Feb-20 A
16-Jan-23 A
100%
-137
ES2420
M&E Procurement of Mechanical Equipment - Intake Pumps
18-May-20
02-Jan-22
04-Feb-20 A
11-May-22 A
100%
-128
ES2430
M&E Procurement of Mechanical Equipment - ActiDAFF Underdrain
30-Oct-20
27-Sep-21
02-Aug-20 A
14-Mar-22 A
100%
-168
ES2440
M&E Procurement of Mechanical Equipment - ActiDAFF Media
15-Mar-21
06-Jan-22
23-Jul-20 A
14-Oct-22 A
100%
-281
ES2460
M&E Procurement of Mechanical Equipment - RO Membrane
29-Mar-20
22-Apr-22
12-Feb-20 A
28-Dec-22 A
100%
-249
ES0002010
M&E DDA Process Mechanical Submission and Approval
08-Feb-20
17-Dec-21
21-Jul-20 A
02-Sep-21 A
100%
106
ES0002020
M&E AIP Instrumentation & Control Submission and Approval
31-Jan-20
28-Sep-21
04-Feb-20 A
25-Feb-20 A
100%
581
ES0002050
M&E DDA Renewable Energy Submission and Approval
16-Aug-20
01-Sep-21
17-Aug-20 A
31-Dec-20 A
100%
244
ES0002085
M&E AIP Site Wide Electrical Submission and Approval
09-Jun-20
10-Nov-20
21-Mar-20 A
22-Jul-20 A
100%
111
ES0002000
M&E AIP Process Mechanical Submission and Approval
30-Dec-19
19-Apr-21
30-Dec-19 A
22-Dec-20 A
100%
118
ES0001000
Mobilization and Preliminary Set Up
30-Dec-19
07-Jul-20
30-Dec-19 A
20-Jul-20 A
100%
-13
ES0002060
M&E AIP Building Services Submission and Approval
30-Dec-19
11-Aug-20
30-Dec-19 A
30-Oct-20 A
100%
-80
ES0002065
M&E Design Basis & Civil Guidance Dwg
30-Dec-19
19-Apr-20
30-Dec-19 A
24-Jul-20 A
100%
-96
ES0002095
M&E DDA Site Wide Electrical Submission and Approval
11-Nov-20
30-Mar-21
23-Jul-20 A
04-Jun-21 A
100%
-66
ES2450
M&E Procurement of Mechanical Equipment - RO and ERD Rack
22-Feb-21
22-Nov-21
22-Jul-20 A
28-Dec-21 A
100%
-36
Switchboard / Genset / Building Services
14-Mar-20
07-Jan-21
14-Mar-20 A
28-Feb-21 A
100%
-52
ES0001010
AIP Civil Design Submission and Approval
30-Dec-19
23-Nov-20
30-Dec-19 A
31-Aug-20 A
100%
84
KD0000100
Letter of Acceptance
15-Nov-19
15-Nov-19 A
100%
0
KD0000110
Commencement of the Works
30-Dec-19
30-Dec-19 A
100%
0
KD0000120
Original Completion of the Works (1170 Days)
13-Mar-23
13-Mar-23 A
100%
0
KD0000200
Possession of First Stage Portion A
30-Dec-19
30-Dec-19 A
100%
0
KD0000210
Possession of First Stage Portion B
30-Dec-19
30-Dec-19 A
100%
0
KD0000220
Possession of Area for Access Road
30-Dec-19
30-Dec-19 A
100%
0
KD0000230
Possession of Temporary Works Area 1
30-Dec-19
30-Dec-19 A
100%
0
KD0000240
Possession of Temporary Works Area 2
30-Dec-19
30-Dec-19 A
100%
0
KD0000250
Possession of Temporary Works Area 3
30-Dec-19
30-Dec-19 A
100%
0
KD0000260
Possession of Temporary Works in Clear Water Bay Country Park
30-Dec-19
30-Dec-19 A
100%
0
KD0000130
Revised Completion of the Works (324 Days EOT Granted)
14-Mar-23 A
31-Jan-24 A
100%
KD0000510
Planned Completion of the Works
30-Jun-24 A
100%
Duration
Baseline Start
Baseline Finish
Remaining
Activity ID
Activity Name
Baseline
ES2470
M&E Procurement of Electrical Equipment - CLP Substation for LV
Target Milestone
Milestone
Procureme
Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule
Project Prog
Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024 Project Programme Updated as at 31 Jul 2024
Commence
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Commencement and Completion Date
Actual Work
Critical Bar
Early Bar
M&E Desig
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
M&E Design AIP and DDA
Civil Design
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Civil Design AIP and DDA
Executive S
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Executive Summaries
Actual Level of Effort
Possession
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Possession of Site
Preliminary
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Preliminary Setup
Summary Bar
Target Bar
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates
Key Dates


13/WSD/17 |
Design, Build and Operate Stage 1 of Tesung Kwan O Desalination Plant |
31 Jul 24 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ctivity ID |
Activity Name |
Baseline Duration |
Baseline Start |
Baseline Finish |
Remaining Duration |
Actual / Planned Start |
Actual / Planned Finish |
Actual % Complete |
Variance Finish Date |
Total Float |
2020 |
2021 |
2022 |
2023 |
2024 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
||||||||||||||||||||||
ES0001530 |
Construction of Guard House near Pier |
147 |
29-May-21 |
22-Oct-21 |
0 |
10-Jun-23 A |
10-Oct-23 A |
100% |
-718 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001540 |
Architectural Finishes for Guard House near Pier |
74 |
23-Oct-21 |
04-Jan-22 |
0 |
05-Oct-23 A |
23-Mar-24 A |
100% |
-809 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
CO2 Tanks A |
reas |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001370 |
Filling to Formation for CO2 Tanks Area |
29 |
22-Jun-21 |
20-Jul-21 |
0 |
14-Dec-21 A |
17-Dec-21 A |
100% |
-150 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001380 |
Construction of CO2 Tanks Area |
116 |
21-Jul-21 |
13-Nov-21 |
0 |
21-Dec-21 A |
10-Mar-22 A |
100% |
-117 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002170 |
M&E Installation of CO2 Tanks Area |
84 |
27-Jan-22 |
20-Apr-22 |
0 |
11-Mar-22 A |
03-Oct-23 A |
100% |
-531 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Diesel Emerg |
ency Generator |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002250 |
M&E Diesel Emergency Generator |
57 |
25-Feb-22 |
22-Apr-22 |
0 |
18-Jan-23 A |
28-Jul-23 A |
100% |
-462 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Switch Room |
and Transformer Installation |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002300 |
M&E Installation of HV/LV Switchroom and Transformer (Admin) |
242 |
16-Nov-21 |
15-Jul-22 |
0 |
27-Jul-22 A |
20-Apr-23 A |
100% |
-279 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Miscellaneou |
s |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001630 |
Remaining Architectural Finishes for All Buildings |
322 |
11-Jan-22 |
28-Nov-22 |
0 |
09-Dec-22 A |
29-Jun-24 A |
100% |
-579 |
Slo |
pe |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001640 |
External Process and Non Process Pipe |
655 |
18-Dec-20 |
03-Oct-22 |
0 |
27-May-21 A |
23-Nov-23 A |
100% |
-416 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001650 |
Drainage and Cable Duct |
518 |
04-Jun-21 |
03-Nov-22 |
0 |
25-Apr-22 A |
18-Jul-23 A |
100% |
-257 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001660 |
Slope Mitigation Works |
684 |
23-Nov-20 |
07-Oct-22 |
76 |
28-Sep-21 A |
15-Oct-24 |
50% |
-739 |
-258 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0001670 |
Landscaping Works |
469 |
28-Oct-21 |
08-Feb-23 |
0 |
01-Mar-23 A |
18-May-24 A |
100% |
-465 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002290 |
M&E PV Panels |
215 |
23-Nov-21 |
25-Jun-22 |
0 |
05-Jan-23 A |
29-Jul-24 A |
100% |
-764 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002310 |
M&E Chiller & Irrigation System Installation |
298 |
27-Oct-21 |
20-Aug-22 |
0 |
25-Aug-23 A |
30-May-24 A |
100% |
-648 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002350 |
M&E Installation of Surge Vessel |
70 |
24-Feb-22 |
04-May-22 |
0 |
15-Sep-23 A |
30-Oct-23 A |
100% |
-544 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002390 |
M&E Installation of Thickened Sludge Holding Tank |
42 |
09-Dec-21 |
19-Jan-22 |
0 |
27-Mar-23 A |
31-Jan-24 A |
100% |
-742 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Statutory Sub |
mission & Inspection |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002330 |
Statutory Submission & Inspection |
1148 |
11-Jan-20 |
03-Mar-23 |
2 |
03-Dec-19 A |
02-Aug-24 |
100% |
-518 |
-184 |
S |
tat |
uto |
ry S |
ub |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Testing and |
Commissioning |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002400 |
M&E Precomissioning |
229 |
12-Jun-22 |
26-Jan-23 |
0 |
22-Apr-23 A |
29-Mar-24 A |
100% |
-428 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002410 |
M&E Commissioning |
213 |
04-Jul-22 |
01-Feb-23 |
0 |
02-Jun-23 A |
30-Jul-24 A |
100% |
-544 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ES0002420 |
M&E Performance Test |
40 |
02-Feb-23 |
13-Mar-23 |
0 |
28-Nov-23 A |
26-Apr-24 A |
100% |
-409 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Procurement |
of Major Plant & Equipment Schedule |
NR |
Re Re |
cei ceip |
pt - t o |
Pr f of |
ess fer |
ure s - |
re Pre |
lief ssu |
val re |
ves relie |
f v |
alv |
es |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Pipes, Fitting |
s and Valves |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Pressure Relief |
Valves |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
1NR Receipt - Pressure relief valves |
0 |
08-Sep-21 |
0 |
02-Oct-20 A |
100% |
341 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
2Receipt of offers - Pressure relief valves |
30 |
09-Sep-21 |
08-Oct-21 |
0 |
03-Oct-20 A |
27-Oct-20 A |
100% |
346 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
3Technical Validation - Pressure relief valves |
30 |
09-Oct-21 |
07-Nov-21 |
0 |
28-Oct-20 A |
05-Mar-21 A |
100% |
248 |
Tec |
hni |
cal Ne |
Va goti |
lida atio |
tion n a |
- nd |
Pre Aw |
ssu ard M |
re / anu T 1 |
relie Clie fac ran st d |
f v nt A tur sp eli |
alv pp e a ort ver |
es rov nd & C y d |
al - FA us ate |
Pr T - tom to |
ess Pre s - site |
ure ssu Pre - P |
re re ss res |
lief reli ure sur |
val ef v rel e r |
ves alv ief elie |
es valv f va |
es lve |
s |
||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
5Negotiation and Award / Client Approval - Pressure relief valves |
60 |
08-Nov-21 |
06-Jan-22 |
0 |
06-Mar-21 A |
19-Nov-21 A |
100% |
49 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
6Manufacture and FAT - Pressure relief valves |
187 |
07-Jan-22 |
12-Jul-22 |
0 |
20-Nov-21 A |
22-Jul-22 A |
100% |
-9 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
7Transport & Customs - Pressure relief valves |
50 |
13-Jul-22 |
31-Aug-22 |
0 |
23-Jul-22 A |
31-Jul-22 A |
100% |
32 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-PV-A51IK-0 |
81st delivery date to site - Pressure relief valves |
0 |
31-Aug-22 |
0 |
31-Jul-22 A |
100% |
32 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Instrumentati |
on, Control & Automation |
NR |
R Re |
ece cei Tec |
ipt pt o hn |
- B f of ical |
ypa fer Va |
ss s - lida |
Lev Byp tio |
el I as n - |
ndi s L Byp |
cat eve as |
ors l In s L |
dic eve |
ato l In |
rs dic |
ato |
rs |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Bypass Level Ind |
icators |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK2- |
0NR Receipt - Bypass Level Indicators |
0 |
12-Apr-21 |
0 |
16-Sep-20 A |
100% |
208 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK2- |
0Receipt of offers - Bypass Level Indicators |
30 |
13-Apr-21 |
12-May-21 |
0 |
17-Sep-20 A |
20-Oct-20 A |
100% |
205 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK2- |
0Technical Validation - Bypass Level Indicators |
30 |
13-May-21 |
11-Jun-21 |
0 |
21-Oct-20 A |
25-Nov-20 A |
100% |
199 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK2- |
0Negotiation and Award / Client Approval - Bypass Level Indicators |
60 |
12-Jun-21 |
10-Aug-21 |
0 |
26-Nov-20 A |
30-Jun-21 A |
100% |
42 |
Ne |
goti |
atio |
n a |
nd |
Aw |
ar |
d / |
Clie |
nt |
App |
rov M |
al - anu |
By fac |
pa tur Tr |
ss e a an |
Lev nd spo |
el I FA rt |
ndi T - & C |
cat Byp ust |
ors as om |
s L s - |
eve Byp |
l In as |
dic s L |
ato eve |
rs l In |
dic |
ato |
rs |
|||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK2- |
0Manufacture and FAT - Bypass Level Indicators |
90 |
11-Aug-21 |
08-Nov-21 |
0 |
01-Jul-21 A |
22-Jul-22 A |
100% |
-255 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK2- |
0Transport & Customs - Bypass Level Indicators |
50 |
09-Nov-21 |
28-Dec-21 |
0 |
18-Sep-22 A |
26-Oct-22 A |
100% |
-301 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Summary Bar Actual Work Target Milestone Actual Level of Effort Early Bar Milestone Target Bar Critical Bar |
Page 4 of 5 Appendix D - Critical Path file: MPR202407 c _ |
13/WSD/17
Design, Build and Operate Stage 1 of Tesung Kwan O Desalination Plant 31 Jul 24
ES0001660
Slope Mitigation Works
23-Nov-20
07-Oct-22
28-Sep-21 A
15-Oct-24
50%
-739
-258
ES0002330
Statutory Submission & Inspection
11-Jan-20
03-Mar-23
03-Dec-19 A
02-Aug-24
100%
-518
-184
ES0001530
Construction of Guard House near Pier
29-May-21
22-Oct-21
10-Jun-23 A
10-Oct-23 A
100%
-718
ES0001540
Architectural Finishes for Guard House near Pier
23-Oct-21
04-Jan-22
05-Oct-23 A
23-Mar-24 A
100%
-809
ES0001370
Filling to Formation for CO2 Tanks Area
22-Jun-21
20-Jul-21
14-Dec-21 A
17-Dec-21 A
100%
-150
ES0002170
M&E Installation of CO2 Tanks Area
27-Jan-22
20-Apr-22
11-Mar-22 A
03-Oct-23 A
100%
-531
ES0002250
M&E Diesel Emergency Generator
25-Feb-22
22-Apr-22
18-Jan-23 A
28-Jul-23 A
100%
-462
ES0002300
M&E Installation of HV/LV Switchroom and Transformer (Admin)
16-Nov-21
15-Jul-22
27-Jul-22 A
20-Apr-23 A
100%
-279
ES0001630
Remaining Architectural Finishes for All Buildings
11-Jan-22
28-Nov-22
09-Dec-22 A
29-Jun-24 A
100%
-579
ES0001640
External Process and Non Process Pipe
18-Dec-20
03-Oct-22
27-May-21 A
23-Nov-23 A
100%
-416
ES0001650
Drainage and Cable Duct
04-Jun-21
03-Nov-22
25-Apr-22 A
18-Jul-23 A
100%
-257
ES0001670
Landscaping Works
28-Oct-21
08-Feb-23
01-Mar-23 A
18-May-24 A
100%
-465
ES0002290
M&E PV Panels
23-Nov-21
25-Jun-22
05-Jan-23 A
29-Jul-24 A
100%
-764
ES0002310
M&E Chiller & Irrigation System Installation
27-Oct-21
20-Aug-22
25-Aug-23 A
30-May-24 A
100%
-648
ES0002350
M&E Installation of Surge Vessel
24-Feb-22
04-May-22
15-Sep-23 A
30-Oct-23 A
100%
-544
ES0002390
M&E Installation of Thickened Sludge Holding Tank
09-Dec-21
19-Jan-22
27-Mar-23 A
31-Jan-24 A
100%
-742
ES0002400
M&E Precomissioning
12-Jun-22
26-Jan-23
22-Apr-23 A
29-Mar-24 A
100%
-428
ES0002410
M&E Commissioning
04-Jul-22
01-Feb-23
02-Jun-23 A
30-Jul-24 A
100%
-544
ES0002420
M&E Performance Test
02-Feb-23
13-Mar-23
28-Nov-23 A
26-Apr-24 A
100%
-409
P-IC-A08FK2-0Manufacture and FAT - Bypass Level Indicators
11-Aug-21
08-Nov-21
01-Jul-21 A
22-Jul-22 A
100%
-255
P-IC-A08FK2-0Transport & Customs - Bypass Level Indicators
09-Nov-21
28-Dec-21
18-Sep-22 A
26-Oct-22 A
100%
-301
ES0001380
Construction of CO2 Tanks Area
21-Jul-21
13-Nov-21
21-Dec-21 A
10-Mar-22 A
100%
-117
P-PV-A51IK-01NR Receipt - Pressure relief valves
08-Sep-21
02-Oct-20 A
100%
341
P-PV-A51IK-02Receipt of offers - Pressure relief valves
09-Sep-21
08-Oct-21
03-Oct-20 A
27-Oct-20 A
100%
346
P-PV-A51IK-03Technical Validation - Pressure relief valves
09-Oct-21
07-Nov-21
28-Oct-20 A
05-Mar-21 A
100%
248
P-IC-A08FK2-0NR Receipt - Bypass Level Indicators
12-Apr-21
16-Sep-20 A
100%
208
P-IC-A08FK2-0Receipt of offers - Bypass Level Indicators
13-Apr-21
12-May-21
17-Sep-20 A
20-Oct-20 A
100%
205
P-IC-A08FK2-0Technical Validation - Bypass Level Indicators
13-May-21
11-Jun-21
21-Oct-20 A
25-Nov-20 A
100%
199
P-PV-A51IK-05Negotiation and Award / Client Approval - Pressure relief valves
08-Nov-21
06-Jan-22
06-Mar-21 A
19-Nov-21 A
100%
49
P-PV-A51IK-07Transport & Customs - Pressure relief valves
13-Jul-22
31-Aug-22
23-Jul-22 A
31-Jul-22 A
100%
32
P-PV-A51IK-081st delivery date to site - Pressure relief valves
31-Aug-22
31-Jul-22 A
100%
32
P-IC-A08FK2-0Negotiation and Award / Client Approval - Bypass Level Indicators
12-Jun-21
10-Aug-21
26-Nov-20 A
30-Jun-21 A
100%
42
P-PV-A51IK-06Manufacture and FAT - Pressure relief valves
07-Jan-22
12-Jul-22
20-Nov-21 A
22-Jul-22 A
100%
-9
Duration
Baseline Start
Baseline Finish
Remaining
Activity ID
Activity Name
Baseline
Target Milestone
Milestone
Procuremen
Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule Procurement of Major Plant & Equipment Schedule
Switch Roo
Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation Switch Room and Transformer Installation
Instrumenta
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Instrumentation, Control & Automation
Actual Work
Critical Bar
Statutory Su
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Statutory Submission & Inspection
Early Bar
Diesel Eme
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Diesel Emergency Generator
Testing and
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Testing and Commissioning
Pipes, Fittin
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Pipes, Fittings and Valves
Actual Level of Effort
Bypass Level In
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
Bypass Level Indicators
CO2 Tanks
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
CO2 Tanks Areas
Pressure Relie
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Pressure Relief Valves
Miscellaneo
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Miscellaneous
Summary Bar
Target Bar
13/WSD/17 |
Design, Build and Operate Stage 1 of Tesung Kwan O Desalination Plant |
31 Jul 24 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ctivity ID |
Activity Name |
Baseline Duration |
Baseline Start |
Baseline Finish |
Remaining Duration |
Actual / Planned Start |
Actual / Planned Finish |
Actual % Complete |
Variance Finish Date |
Total Float |
2020 |
2021 |
2022 |
2023 |
2024 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
J |
F |
M |
A |
M |
J |
J |
A |
S |
O |
N |
D |
||||||||||||||||||
P-IC-A08FK2- |
01st delivery date to site - Bypass Level Indicators |
0 |
28-Dec-21 |
0 |
26-Oct-22 A |
100% |
-301 |
1 |
st d |
eliv |
ery |
da |
te t |
o s |
ite |
- B |
ypa |
ss |
Lev |
el I |
ndi |
cat |
ors |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Level Transmitter |
s |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
0NR Receipt - Level Transmitters |
0 |
12-Apr-21 |
0 |
16-Sep-20 A |
100% |
208 |
NR |
R Re |
ece cei Tec |
ipt pt o hn |
- Le f of ical |
ve fer Va |
l Tr s - L lida |
ans ev tio N |
mit el T n - eg |
ter ran Lev otia |
s sm el T tio |
itte ra n a M |
rs nsm nd an |
itte Aw ufa |
rs ard ctu |
/ C re |
lien and |
t A FA |
ppr T - |
ov Le |
al - vel |
Le Tra |
vel ns |
Tra mitt |
ns ers |
mitt |
ers |
|||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
0Receipt of offers - Level Transmitters |
30 |
13-Apr-21 |
12-May-21 |
0 |
17-Sep-20 A |
20-Oct-20 A |
100% |
204 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
0Technical Validation - Level Transmitters |
30 |
13-May-21 |
11-Jun-21 |
0 |
21-Oct-20 A |
26-Nov-20 A |
100% |
198 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
0Negotiation and Award / Client Approval - Level Transmitters |
60 |
12-Jun-21 |
10-Aug-21 |
0 |
26-Nov-20 A |
02-Dec-21 A |
100% |
-113 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
0Manufacture and FAT - Level Transmitters |
90 |
11-Aug-21 |
08-Nov-21 |
0 |
03-Dec-21 A |
31-Mar-22 A |
100% |
-142 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
0Transport & Customs - Level Transmitters |
50 |
09-Nov-21 |
28-Dec-21 |
0 |
02-Apr-22 A |
01-Jun-22 A |
100% |
-154 |
T 1 |
ran st d |
sp eli |
ort ver |
& C y d |
us ate |
tom to |
s - site |
Le - L |
vel eve |
Tra l Tr |
ns an |
mitt smi |
ers tter |
s |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||
P-IC-A08FK1- |
01st delivery date to site - Level Transmitters |
0 |
28-Dec-21 |
0 |
01-Jun-22 A |
100% |
-154 |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Construction |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Civil & Struct |
ure Construction |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
ActiDAFF Structu |
re (DAF) |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
CC0200906k |
DAF: Remedial Work at Cell No. 1 and 3 after Water Test |
0 |
0 |
30-Nov-21 A |
27-Jun-22 A |
100% |
D |
AF: |
R |
em |
edi |
al W |
or |
k a |
t C |
ell N |
o. GR |
1 a P C |
nd om |
3 a bin |
fter ed |
W Sh |
ate aft |
r Te S - |
st DN |
50 |
0 T |
ee |
at + |
3.2 |
14 |
mP |
D |
||||||||||||||||||||||||||||||||||||||||||||||
Yard Piping - Pro |
cess & Non Process |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Yard Piping - Co |
mbined Shaft Zone |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
CC2401356k |
GRP Combined Shaft S - DN500 Tee at +3.214mPD |
0 |
0 |
01-Apr-23 A |
06-Apr-23 A |
100% |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Yard Piping - Ac |
tiDAFF Zone |
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
CC2401311k |
GRP West ActiDAFF: (Covid-19) Limited Resources Effect to GRP Works |
0 |
0 |
08-Feb-22 A |
19-Apr-22 A |
100% |
G |
RP |
We G |
st RP |
Acti So |
DA uth |
FF: Act |
(C iDA |
ovi FF |
d-1 : D |
9) N4 |
Lim 00 |
ited at 5 |
R .49 |
eso 0m |
urc PD |
es at |
Eff C1 |
ect 0/ |
to CD |
GR ~CF |
P W |
or |
ks |
|||||||||||||||||||||||||||||||||||||||||||||||||
CC2401349k |
GRP South ActiDAFF: DN400 at 5.490mPD at C10/CD~CF |
0 |
0 |
14-May-22 A |
18-Jun-22 A |
100% |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Summary Bar Actual Work Target Milestone Actual Level of Effort Early Bar Milestone Target Bar Critical Bar |
Page 5 of 5 Appendix D - Critical Path file: MPR202407 c _ |
13/WSD/17
Design, Build and Operate Stage 1 of Tesung Kwan O Desalination Plant 31 Jul 24
P-IC-A08FK2-01st delivery date to site - Bypass Level Indicators
28-Dec-21
26-Oct-22 A
100%
-301
P-IC-A08FK1-0Manufacture and FAT - Level Transmitters
11-Aug-21
08-Nov-21
03-Dec-21 A
31-Mar-22 A
100%
-142
P-IC-A08FK1-0Transport & Customs - Level Transmitters
09-Nov-21
28-Dec-21
02-Apr-22 A
01-Jun-22 A
100%
-154
P-IC-A08FK1-01st delivery date to site - Level Transmitters
28-Dec-21
01-Jun-22 A
100%
-154
P-IC-A08FK1-0Negotiation and Award / Client Approval - Level Transmitters
12-Jun-21
10-Aug-21
26-Nov-20 A
02-Dec-21 A
100%
-113
P-IC-A08FK1-0NR Receipt - Level Transmitters
12-Apr-21
16-Sep-20 A
100%
208
P-IC-A08FK1-0Receipt of offers - Level Transmitters
13-Apr-21
12-May-21
17-Sep-20 A
20-Oct-20 A
100%
204
P-IC-A08FK1-0Technical Validation - Level Transmitters
13-May-21
11-Jun-21
21-Oct-20 A
26-Nov-20 A
100%
198
CC0200906k DAF: Remedial Work at Cell No. 1 and 3 after Water Test
30-Nov-21 A
27-Jun-22 A
100%
CC2401356kGRP Combined Shaft S - DN500 Tee at +3.214mPD
01-Apr-23 A
06-Apr-23 A
100%
CC2401311k GRP West ActiDAFF: (Covid-19) Limited Resources Effect to GRP Works
08-Feb-22 A
19-Apr-22 A
100%
CC2401349kGRP South ActiDAFF: DN400 at 5.490mPD at C10/CD~CF
14-May-22 A
18-Jun-22 A
100%
Duration
Baseline Start
Baseline Finish
Remaining
Activity ID
Activity Name
Baseline
Target Milestone
Milestone
Actual Work
Critical Bar
Early Bar
Civil & Stru
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Civil & Structure Construction
Yard Piping - Pr
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - Process & Non Process
Yard Piping - C
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - Combined Shaft Zone
Yard Piping - A
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Yard Piping - ActiDAFF Zone
Actual Level of Effort
ActiDAFF Struc
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
ActiDAFF Structure (DAF)
Summary Bar
Level Transmitt
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Level Transmitters
Constructio
Construction
Construction
Construction
Construction
Construction
Construction
Construction
Construction
Construction
Construction
Target Bar




Quarterly EM&A Report
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) |
✓ |
Implemented |
Air Pollution Control (Construction Dust) |
||
S4.8.1 |
Impervious sheet will be provided for skip hoist for material transport. |
Land site/ During Construction |
Contractor(s) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
- |
||
S4.8.1 |
Road sections between vehicle-wash areas and vehicular entrance will be paved. |
Land site/ During Construction |
Contractor(s) |
✓ |
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) |
✓ |
✓ |
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) |
✓ |
Implemented after reminder |
- |
||
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) |
✓ |
Implemented after reminder |
- |
Quarterly EM&A Report
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 |
Stockpiles of more than 20 bags of cement, dry pulverized 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) |
✓ |
N/A |
- |
||
S4.8.1 |
All exposed areas will be kept wet always to minimize dust emission. |
Land site/ During construction |
Contractor(s) |
✓ |
Implemented after reminder |
- |
||
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) |
✓ |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
- |
||
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) |
✓ |
Implemented |
A Practical Guide for the Reduction of Noise from Construction Works A Practical Guide for the Reduction of Noise from Construction Works |
Quarterly EM&A Report
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 |
Silencers or mufflers on construction equipment will be utilized and will be properly maintained during the construction phase. |
Noise control/ During construction |
Contractor(s) |
✓ |
N/A |
- |
||
S5.7 |
Mobile plant, if any, will be sited as far away from NSRs as possible. |
Noise control/ During construction |
Contractor(s) |
✓ |
N/A |
- |
||
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) |
✓ |
Implemented |
- |
||
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) |
✓ |
N/A |
- |
||
S5.7 |
Material stockpiles and other structures will be effectively utilized, wherever practicable, in screening noise from on-site construction activities. |
Noise control/ During construction |
Contractor(s) |
✓ |
N/A |
- |
||
S5.7 |
Use of Quite Powered Mechanical Equipment (QPME). |
Noise control/ During construction |
Contractor(s) |
✓ |
Implemented |
- |
||
S5.7 |
Movable noise barriers of 3m in height with skid footing should be used and located within a few meters 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) |
✓ |
N/A |
- |
||
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) |
✓ |
N/A |
- |
||
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) |
✓ |
✓ |
Implemented |
- |
|
S5.7 |
PMEs will not be used at the works areas near educational institutions with residual impact (i.e., 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) |
✓ |
N/A |
- |
Quarterly EM&A Report
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 |
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) |
✓ |
✓ |
N/A |
- |
|
5.9 |
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) |
✓ |
✓ |
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) |
✓ |
✓ |
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 |
✓ |
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)/ ET & IEC |
✓ |
Implemented |
- |
||
Water Quality |
||||||||
S6.9 |
Dredged marine sediment will be disposed of in a gazette marine disposal area in accordance with marine dumping permit conditions of the Dumping at Sea Ordinance (DASO). |
Marine Dredging/ During construction |
Contractor(s) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
- |
Quarterly EM&A Report
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 |
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) |
✓ |
Implemented |
- |
||
S6.9 |
All vessels must have a clean ballast system. |
Marine Dredging/ During construction |
Contractor(s) |
✓ |
Implemented |
- |
||
S6.9 |
No discharge of sewage/grey wastewater should be allowed. Wastewater 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) |
✓ |
Implemented |
|||
S6.9 |
No soil waste is allowed to be disposed overboard. |
Marine Dredging/ During construction |
Contractor(s) |
✓ |
N/A |
|||
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 operation at all times and particularly during rainstorms. Deposited silt and grit will be removed regularly. |
Land site & drainage/ During construction |
Contractor(s) |
✓ |
Implemented |
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) |
✓ |
Implemented |
- |
||
S6.9 |
Appropriate surface drainage will be designed and provided where necessary. |
Land site & drainage/ During construction |
Contractor(s) |
✓ |
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) |
✓ |
✓ |
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) |
✓ |
N/A |
- |
Quarterly EM&A Report
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 |
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) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
- |
||
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) |
✓ |
✓ |
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) |
✓ |
✓ |
Implemented |
||
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) |
✓ |
✓ |
Implemented after reminder |
- |
|
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)/ ET & IEC |
✓ |
Implemented |
- |
||
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 mobilization/ During construction |
Contractor(s) |
✓ |
Implemented |
- |
Quarterly EM&A Report
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 |
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 mobilization/ During construction |
Contractor(s) |
✓ |
Implemented |
- |
||
S8.5 |
Provision of sufficient waste disposal points and regular collection for disposal. |
All area/ During construction/ During operation |
Contractor(s) |
✓ |
✓ |
Implemented |
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) |
✓ |
Implemented |
|||
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) |
✓ |
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) |
✓ |
Implemented |
Chapters 2 & 3 Code of Practice on the Packaging, Labelling & Storage of Chemical Wastes published under the Waste Disposal Ordinance (Cap 354), |
||
S8.5 |
Regular cleaning and maintenance programme for drainage systems, sumps and oil interceptors. |
Land site/ During construction |
Contractor(s) |
✓ |
Implemented |
Waste Disposal Ordinance (Cap 354) |
||
S8.5 |
A recording system for the amount of waste 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) |
✓ |
Implemented |
DEVB TC(W) No. 6/2010, Trip Ticket System for Disposal of Construction & |
||
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) |
✓ |
Implemented |
WBTC 32/92, The Use of Tropical Hard Wood on Construction Site |
Quarterly EM&A Report
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 |
Encourage collection of aluminium cans and wastepaper 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) |
✓ |
Implemented |
ETWB TCW No. 33/2002, Management of Construction and |
||
S8.5 |
Any unused chemicals and those with remaining functional capacity will be recycled as far as possible. |
Land site/ During construction |
Contractor(s) |
✓ |
N/A |
- |
||
S8.5 |
Use of reusable non-timber formwork to reduce the amount of C&D materials. |
All areas/ During construction |
Contractor(s) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
- |
||
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) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
ETWB TC(W) No. 34/2002 and Dumping at Sea Ordinance (DASO) |
||
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 mobilization/ During construction |
Contractor(s) |
✓ |
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 mobilization/ During construction |
Contractor(s) |
✓ |
Implemented |
DEVB TC(W) No. 6/2010, Trip Ticket System for Disposal of Construction & Demolition Materials |
Quarterly EM&A Report
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 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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
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) |
✓ |
Implemented |
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, maintained in a good condition, and securely closed. |
All area/ During construction/ During operation |
Contractor(s)/ WSD |
✓ |
✓ |
Implemented |
Waste Disposal (Chemical Waste) (General) 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 |
✓ |
✓ |
Implemented |
||
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 |
✓ |
✓ |
Implemented |
Quarterly EM&A Report
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 enclosed on at least 3 sides. |
All area/ During construction/ During operation |
Contractor(s)/ WSD |
✓ |
✓ |
Implemented |
||
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 |
✓ |
✓ |
Implemented |
||
S8.5 |
Storage areas for chemical waste shall have adequate ventilation. |
All area/ During construction/ During operation |
Contractor(s)/ WSD |
✓ |
✓ |
Implemented |
||
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 |
✓ |
✓ |
Implemented |
||
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 |
✓ |
✓ |
Implemented |
||
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 |
✓ |
✓ |
Implemented after reminder |
||
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 |
✓ |
✓ |
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 |
✓ |
✓ |
Implemented after reminder |
- |
|
S8.5 |
Recycling bins will be provided at strategic locations within the Site to facilitate recovery of recyclable materials (including aluminum 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 |
✓ |
✓ |
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) |
✓ |
Implemented |
- |
||
S8.5 |
The burning of refuse on construction sites is prohibited by law. |
All area/ During construction |
Contractor(s) |
✓ |
Implemented |
Air Pollution Control Ordinance (Cap 311) |
Quarterly EM&A Report
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 |
||||||
S8.7 |
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 |
✓ |
Implemented |
- |
||
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) |
✓ |
✓ |
Implemented |
- |
|
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) |
✓ |
Implemented |
|||
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) |
✓ |
✓ |
Implemented |
- |
|
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) |
✓ |
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) |
✓ |
Implemented |
- |
Quarterly EM&A Report
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 |
||||||
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 proposed alignment of the flexible barriers will be prepared to protect the species. |
Slope mitigation works area/ During construction |
Contractor(s) |
✓ |
Implemented |
- |
||
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) |
✓ |
Implemented |
- |
||
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) |
✓ |
Implemented |
- |
||
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) |
✓ |
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)/ ET |
✓ |
Implemented after reminder |
- |
||
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) |
✓ |
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) |
✓ |
To be Implemented |
- |
||
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) |
✓ |
To be Implemented |
- |
||
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
Implemented |
- |
Quarterly EM&A Report
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 |
||||||
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 (i.e. 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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
Implemented after reminder |
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) |
✓ |
✓ |
✓ |
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 necessary, the best planting matrix with native species will be established, with the aim of resembling the existing vegetation. (MM6) |
All area/ Detailed design/ During construction/ During operation |
WSD/ Contractor(s) |
✓ |
✓ |
✓ |
N/A |
- |
Quarterly EM&A Report
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 |
||||||
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
Implemented |
- |
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) |
✓ |
✓ |
✓ |
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 meter. |
All area/ Detailed design/ During construction/ During operation |
Contractor(s) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
Implemented |
- |
Quarterly EM&A Report
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 |
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
Implemented |
- |
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
N/A |
- |
Quarterly EM&A Report
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 |
The manholes and utility pits within the Project Site and along the freshwater 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) |
✓ |
✓ |
✓ |
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) |
✓ |
✓ |
✓ |
Implemented |
- |
Note: D – Design stage C – Construction O – Operation


Monitoring Location: CE
Iron
Iron
0.3 0.25 Concentration, mg/L
0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
0.3 0.25 Concentration, mg/L
0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: CF
Iron
Iron
0.3 0.25 Concentration, mg/L
0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
0.3 0.25 Concentration, mg/L
0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR1
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.012 0.01 Concentration, mg/L
0.008 0.006 0.004 0.002 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR2
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.012 0.01 Concentration, mg/L
0.008 0.006 0.004 0.002 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR3
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR4
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.012 0.01 Concentration, mg/L
0.008 0.006 0.004 0.002 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR16
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.012 0.01 Concentration, mg/L
0.008 0.006 0.004 0.002 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR33
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.012 0.01 Concentration, mg/L
0.008 0.006 0.004 0.002 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR36
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.012 0.01 Concentration, mg/L
0.008 0.006 0.004 0.002 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: WSR37
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.12 0.1 Concentration, mg/L
0.08 0.06 0.04 0.02 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: NF1
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.12 0.1 Concentration, mg/L
0.08 0.06 0.04 0.02 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: NF2
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.12 0.1 Concentration, mg/L
0.08 0.06 0.04 0.02 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.

Monitoring Location: NF3
Iron
Iron
Action Level
0.35 0.3 Concentration, mg/L
0.25 0.2 0.15 0.1 0.05 0 Date
Remark: The lowest detection limit of the Iron is 0.1mg/L. All result of iron monitoring are lower than the detection limit.
Total Residual Chlorine
TRC
Action Level
0.12 0.1 Concentration, mg/L
0.08 0.06 0.04 0.02 0 Date
Remark: The lowest detection limit of the Total Residual Chlorine is 0.01mg/L. All result of Total Residual Chlorine monitoring are lower than the detection limit.





Other Factors might affect the monitoring results |
|||
Reporting Period |
|||
Nov 2024 |
Dec 2024 |
Jan 2025 |
Feb 2025 |
N/A |
N/A |
N/A |
N/A |



Quarterly EM&A Report
Table E3
Summary of Exceedance in Feb 2025
Date of exceedance |
Monitoring Station |
Tide |
SS Level (mg/L) |
Action Level |
Limit Level |
01/2/2025 |
NF3 |
Flood |
5.25 |
Y |
Y |
08/2/2025 |
WSR1 |
Flood |
5.25 |
Y |
Y |
WSR2 |
Flood |
4.00 |
Y |
N |
|
WSR4 |
Flood |
4.00 |
Y |
N |
|
WSR16 |
Flood |
4.33 |
Y |
Y |
|
WSR36 |
Flood |
4.92 |
Y |
Y |
|
WSR37 |
Flood |
4.75 |
Y |
Y |
|
NF2 |
Flood |
5.08 |
Y |
Y |
|
13/2/2025 |
WSR2 |
Flood |
4.08 |
Y |
N |
WSR3 |
Flood |
4.67 |
Y |
Y |
|
WSR4 |
Flood |
4.17 |
Y |
N |
|
WSR16 |
Flood |
4.00 |
Y |
N |
|
WSR37 |
Flood |
4.17 |
Y |
N |
|
NF2 |
Flood |
4.00 |
Y |
N |
|
NF3 |
Flood |
4.00 |
N |
N |
|
15/2/2025 |
WSR1 |
Flood |
4.92 |
Y |
Y |
WSR37 |
Flood |
4.58 |
Y |
Y |
|
NF2 |
Flood |
5.50 |
Y |
Y |
|
18/2/2025 |
WSR4 |
Flood |
3.00 |
Y |
N |
25/2/2025 |
WSR1 |
ebb |
3.17 |
Y |
N |
WSR2 |
ebb |
3.33 |
Y |
N |
|
WSR16 |
ebb |
3.58 |
Y |
Y |
|
WSR37 |
ebb |
3.17 |
Y |
N |
|
NF2 |
ebb |
4.25 |
Y |
Y |
|
27/2/2025 |
WSR1 |
ebb |
3.42 |
Y |
N |
WSR3 |
ebb |
4.58 |
Y |
Y |
|
WSR4 |
ebb |
3.92 |
Y |
Y |
|
WSR16 |
ebb |
4.75 |
Y |
Y |
|
WSR33 |
ebb |
3.67 |
Y |
Y |
|
WSR36 |
ebb |
4.25 |
Y |
Y |
|
NF1 |
ebb |
3.25 |
Y |
Y |
|
NF3 |
ebb |
3.67 |
Y |
Y |

Environmental Management Plan for Design, Build and Operate First Stage of Tseung Kwan O Desalination Plant Appendix F - Monthly Summary Waste Flow Table
Name of Department: WSD
Contract No.: 13/WSD/17
Monthly Summary Waste Flow Table for 2024 (year)
w
Month |
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 3) |
Chemical Waste |
Others, e.g. general refuse |
|
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000 kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
|
Jan |
4978.345 |
0.000 |
0.000 |
4667.745 |
310.600 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
77.800 |
Feb |
22561.796 |
0.000 |
0.000 |
21883.006 |
678.790 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
53.480 |
Mar |
81.140 |
0.000 |
0.000 |
0.000 |
81.140 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
52.260 |
Apr |
57.130 |
0.000 |
0.000 |
0.000 |
57.130 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
47.390 |
May |
91.370 |
0.000 |
0.000 |
0.000 |
91.370 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
77.260 |
Jun |
61.590 |
0.000 |
0.000 |
0.000 |
61.590 |
0.000 |
0.000 |
0.000 |
0.002 |
0.000 |
59.320 |
Sub-total |
27831.371 |
0.000 |
0.000 |
26550.751 |
1280.620 |
0.000 |
0.000 |
0.000 |
0.002 |
0.000 |
367.510 |
Jul |
60378.440 |
0.000 |
0.000 |
0.000 |
60378.440 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
66.800 |
Aug |
163.330 |
0.000 |
0.000 |
0.000 |
163.330 |
0.000 |
0.000 |
0.000 |
0.000 |
2.460 |
42.260 |
Sep |
834.890 |
0.000 |
0.000 |
0.000 |
834.890 |
0.000 |
0.000 |
0.000 |
0.000 |
0.805 |
27.020 |
Oct |
78.140 |
0.000 |
0.000 |
0.000 |
78.140 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
71.810 |
Nov |
237.790 |
0.000 |
0.000 |
0.000 |
237.790 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
62.300 |
Dec |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
1.000 |
31.470 |
Total |
89523.961 |
0.000 |
0.000 |
26550.751 |
62973.210 |
0.000 |
0.000 |
0.000 |
0.002 |
4.265 |
669.170 |
Notes:
(1)
(2)
(3)
The performance targets are given in Section 1.69 of Specification B The waste flow table shall also include C&D materials that are specified in the Contract to be imported for use at the Site.
Plastics refer to plastic bottles/containers, plastic sheets/ foam from packaging material
第 1 頁,共 1 頁
Name of Department: WSD
Monthly Summary Waste Flow Table for 2025 (year)
Month |
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 3) |
Chemical Waste |
Others, e.g. general refuse |
|
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000 kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
(in '000kg) |
|
Jan |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
38.740 |
Feb |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
18.330 |
Mar |
|||||||||||
Apr |
|||||||||||
May |
|||||||||||
Jun |
|||||||||||
Sub-total |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
57.070 |
Jul |
|||||||||||
Aug |
|||||||||||
Sep |
|||||||||||
Oct |
|||||||||||
Nov |
|||||||||||
Dec |
|||||||||||
Total |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
57.070 |
Notes:
(1)
(2)
(3)
The performance targets are given in Section 1.69 of Specification B The waste flow table shall also include C&D materials that are specified in the Contract to be imported for use at the Site.
Plastics refer to plastic bottles/containers, plastic sheets/ foam from packaging material

Quarterly EM&A Report
Table G1
Statistical Summary of Environmental Complaints
Reporting Period |
Environmental Complaint Statistics |
||
Frequency |
Cumulative |
Complaint Nature |
|
1 December 2024 - 28 February 2025 |
0 |
2 |
N/A |
Table G2
Statistical Summary of Environmental Summons
Reporting Period |
Environmental Summons Statistics |
||
Frequency |
Cumulative |
Details |
|
1 December 2024 - 28 February 2025 |
0 |
0 |
N/A |
Table G3
Statistical Summary of Environmental Prosecution
Reporting Period |
Environmental Prosecution Statistics |
||
Frequency |
Cumulative |
Details |
|
1 December 2024 - 28 February 2025 |
0 |
0 |
N/A |





