Revision History
Rev. |
Description of Modification |
Date |
1. |
First Issue for Comments |
15/09/2023 |
2 |
Revised according to IEC’s comments |
15/09/2023 |
3 |
Revised according to ARE’s comments |
15/09/2023 |
CONTENTS
6. Summary of Exceedance, Complaints, Notification of Summons and Prosecutions.............. 30
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 Impact Monitoring Schedule
Appendix E Event/Action Plan
Appendix F Water Quality and Landfill Gas Equipment Calibration Certificate
Appendix G Water Quality and Landfill Gas Monitoring Data
Appendix H Waste Flow Table
Appendix I Site Inspection Proforma
Appendix J Complaint Log
Appendix K Exceedance Report(s)
Introduction
A1. The Project, Design, Build and Operate First Stage of Tseung Kwan O Desalination Plant (TKODP), is a Designated Project under the Environmental Impact Assessment Ordinance (Cap. 499) (EIAO) and is currently governed by a Further Environmental Permit (EP No. FEP - 01/503/2015/A) for the construction and operation of the Contract.
A2. In accordance with the Environmental Monitoring and Audit (EM&A) Manual for the Contract, EM&A works for marine water quality, noise, waste management and ecology should be carried out by Environmental Team (ET), Acuity Sustainability Consulting Limited (ASCL), during the construction phase of the Contract.
A3. This is the 42nd Monthly 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 August to 31 August 2023.
A4. The EM&A programme for this contract has covered environmental monitoring on construction noise level at selected NSRs and Contractor’s environmental performance auditing in the aspects of construction dust, construction noise, water quality, waste management, Landscape and Visual and Ecology.
Summary of Main Works Undertaken & Key Mitigation Measures Implemented
A5. Key activities carried out in this reporting period for the Contract included the followings:
Administration Building - Carrying out the floor tiles works at 1/F and 2/F - Installation of doors and handrails - Construction of block wall in the pipe duct - Installation of building services, cable laying, electrical switchboard |
Chemical building - Installation of permanent doors - Construction of trunk load pits - Underground utility construction work |
Main Electrical & Central Chiller Plant Building - Installation of chillers, building services, electrical switchboard and cable laying |
ActiDAFF - Underground utility construction work - Installation of access covers on roof - Construction of staircase no 2 |
- Erection and dismantling of scaffolding, installation of underdrain media and electrical equipment and installation of access covers on roof |
Product Water Storage Tank Building - Resin Injection Work & Water Test for Chlorine Contact Tank A - Installation of cat ladders in Water Tanks -
Installation of metal cladding, building services, cable
laying, mechanical
equipment, steel pipe - Underground utility construction - Sealing slab opening |
OSCG Building - Installation of Design for Manufacturing and Assembly (DfMA) Panel and metal cladding - Underground utility construction work - Installation of building services, mechanical equipment, metal cladding and roller shutters and window |
Reverse Osmosis Building - Installation of building services, electrical switchboard, mechanical equipment, steel pipe, Glass Reinforced Plastics (GRP) pipe, pressure test of the GRP pipe, Membrane Loading, raised floor - Installation of metal cladding, handrailing and louvers - Underground utility construction work - Pipe laying at corridor |
Post Treatment Building - Installation of louvres, cat ladders, handrailing and metal cladding - Installation of building services, mechanical equipment and GRP pipe - Underground utility construction work |
Inspection corridor - Construction of roof concrete slab and column and wall |
CO2 Tanks - Installation of pipes and building services Combined Shaft and Pump room - Underground utility construction work - Installation of door, window and louver Other - Watermain works at CLP 132 kV Substation - Concrete breaking, structure construction of Wave Deflector Wall at seawall area - Foundation and staircases construction at elevated walkway - Foot plinth concreting and barrier erection at flexible barrier -
Finial check of Marine Diffuser Pipe |
A6. The major environmental impacts brought by the above construction works include:
- Construction dust and noise generation from construction works, excavation works, rock cutting works and pipe piling driving works;
- Waste generation from the construction activities; and
- Impact on water quality from marine construction works and inland construction works.
A7. The key environmental mitigation measures implemented for the Contract in this reporting period associated with the above construction works include:
- Dust suppression by regular wetting and water spraying for construction works;
- Reduction of noise from equipment and machinery on-site and regular inspection to machinery and plants/vehicles on-site to ensure proper functioning;
- Deployment of temporary silt curtain in the area where marine construction works were conducted and deployment of water sedimentation tanks for treatment of wastewater at inland and marine areas before discharge; and
- Sorting and storage of general refuse and construction waste; and
Summary of exceedance & investigation & follow-up
A8. 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 exceedance of the action Level was recorded during the reporting period.
A9. The EM&A works for water quality were conducted during the reporting period in accordance with the EM&A Manual.
A10. Fourty-four (44) of the general water quality monitoring results of SS obtained had exceeded the Action Level. Thirty-two (32) of the general water quality monitoring results of SS obtained during the reporting period had exceeded the Limit Level.
A11. Investigation on the reason of exceedance has been carried out, where the exceedances of SS on 1, 3, 5, 10, 12, 17, 22, 26 and 29 August 2023 were concluded to be unrelated to the Contract as detailed in the Incident Reports on Action Level or Limit Level Non- compliance along with supporting materials in Appendix K.
A12. In this reporting period, 60 times of landfill gas monitoring were conducted at TKO Area 137 (Ch1+340 - Ch1+600). No action or limit level exceedance was recorded during the reporting period.
A13. Joint site inspections of the construction work by ET and IEC were carried out on 1, 8, 15, 22 and 29 August 2023 to audit the mitigation measures implementation status.
Reminders were recorded in the site inspection checklists and provided to the contractors together with the appropriate follow-up actions where necessary.
Complaint Handling and
Prosecution
A14. No environmental complaint, notification of summons and prosecution was received in the reporting period.
Reporting Change
A15. There was no change to be reported that may affect the on-going EM&A programme.
Summary of Upcoming
Key Issues and Key Mitigation Measures
A16. Key activities anticipated in the next reporting period for the Contract will include the followings:
Administration Building - Carrying out the floor tiles works at 1/F - Installation of building services, cable laying, electrical switchboard, doors and handrails - Construction of 3 dog houses on roof - Construction of block wall in the pipe duct |
Chemical building - Construction of concrete slab for safety shower - Installation of leakage collection pit cover - Underground utility construction work |
Main Electrical & Central Chiller Plant Building - Installation of roof tile for fuel tank room, chillers, building services, electrical switchboard and cable laying |
ActiDAFF - Underground utility construction work - Installation of access covers on roof - Construction of staircase no 2 - Installation of mechanical equipment, piping system, building services, electrical switchboards and cable laying |
Product Water Storage Tank Building - Installation of Cat Ladders in Water Tank A - Sealing Slab Openings in Water Tank A - Re-construction of Wall PW8 in Water Tank A - Underground utility construction -
Installation of building services,
cable laying, mechanical equipment and steel pipe |
OSCG Building |
- Installation of Design for Manufacturing and Assembly (DfMA) Panel, metal cladding and roller shutters and widow - Underground utility construction work - Installation of building services, mechanical equipment, metal cladding and roller shutters and window |
Reverse Osmosis Building - Installation of building services, electrical switchboard, mechanical equipment, steel pipe, Glass Reinforced Plastics (GRP) pipe, pressure test of the GRP pipe, Membrane Loading, raised floor - Installation of metal cladding, handrailing, roller shutters and glass canopy and glass house - Underground utility construction work - Pipe laying at corridor and Backfilling Work |
Post Treatment Building - Installation of louvres, cat ladders, handrailing and metal cladding - Installation of building services, mechanical equipment and GRP pipe - Underground utility construction work |
Inspection corridor - Construction of roof waterproofing works - Construction of staircase no. 1 and 2 - Installation of building services |
CO2 Tanks - Installation of pipes and electrical wiring Combined Shaft and Pump room - Internal finishing, door, window and louver Other - Watermain works at CLP 132 kV Substation - Structure Construction and steel fence election of Wave Deflector Wall at seawall area - Staircases construction at elevated walkway - Steel Bridge assembly and installation - Rock anchor installation of slop work - Marine works completed |
A17. The major environmental impacts brought by the above construction works will include:
- Construction dust and noise generation from excavation and construction works;
- Waste generation from construction activities; and
- Impact on water quality from marine construction works and inland construction works.
A18. The key environmental mitigation measures for the Contract in the coming reporting period associated with the above construction works will include:
- Reduction of noise from equipment and machinery on-site;
- Dust suppression by regular wetting and water spraying for construction works and at main haul road;
- Sorting and storage of general refuse and construction waste; and
- Deployment of temporary silt curtain in the area where marine construction works were conducted and deployment of water sedimentation tanks for treatment of wastewater at inland and marine areas before discharge.
Background
1.1. The Acciona Agua, S.A. Trading, Jardine Engineering Corporation, Limited and China State Construction Engineering (Hong Kong) Limited as AJC Joint Venture (AJCJV) is contracted to carry out the Design, Build and Operate First Stage of Tseung Kwan O Desalination Plant (DPTKO) under Contract No. 13/WSD/17 (the Contract).
1.2. 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.
1.3. Pursuant to the Environmental Impact Assessment Ordinance (EIAO), the Director of Environmental Protection granted the Environmental Permit (No. EP-01/503/2015) and Variation of Environmental Permit (No. EP-01/503/2015/A) to Water Supplies Department (WSD); and granted the Further Environmental Permit (No. FEP- 01/503/2015/A) to AJCJV for the Contract.
The Reporting Scope
1.4. This is the 42nd Monthly EM&A Report for the Contract which summarizes the key findings of the EM&A programme during the reporting period from 1 August to 31 August 2023.
Contract Organization
1.5. The Contract Organization structure for Construction Phase is presented in Figure 1.1.
Figure 1.1 Contract Organization Chart
1.6. 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. |
Contract Proponent (Water Supplies Department) |
SE/CM2 |
Milton Law |
2634-3573 |
Supervising Officer (Binnies Hong Kong Limited) |
Project Manager |
Christina Ko |
2608-7302 |
Chief Resident Engineer |
Roger Wu |
6343-1002 |
|
The Jardine Engineering Corporation, Limited, China State Construction Engineering (Hong Kong) Limited and Acciona Agua, S.A. Trading |
Project Manager |
Stephen Yeung |
2807-4665 |
Environmental Monitoring Manager |
Brian Kam |
9456-9541 |
|
Acuity Sustainability Consulting Limited |
Environmental Team Leader |
Jacky Leung |
2698-6833 |
ANewR Consulting Limited |
Independent Environmental Checker (IEC) |
Mr. CHAN Yi Chun, Alex |
2618-2831 |
Summary of Construction Works
1.7. Details of the major construction activities undertaken in this reporting period are shown below. The master programme is presented in Appendix A.
1.8. Key activities carried out in this reporting period for the Contract included the followings:
Administration Building - Carrying out the floor tiles works at 1/F and 2/F - Installation of doors and handrails - Construction of block wall in the pipe duct - Installation of building services, cable laying, electrical switchboard |
Chemical building - Installation of permanent doors - Construction of trunk load pits - Underground utility construction work |
Main Electrical & Central Chiller Plant Building - Installation of chillers, building services, electrical switchboard and cable laying |
ActiDAFF - Underground utility construction work |
- Installation of access covers on roof - Construction of staircase no 2 - Erection and dismantling of scaffolding, installation of underdrain media and electrical equipment and installation of access covers on roof |
Product Water Storage Tank Building - Resin Injection Work & Water Test for Chlorine Contact Tank A - Installation of cat ladders in Water Tanks -
Installation of metal cladding, building services, cable
laying, mechanical
equipment, steel pipe - Underground utility construction - Sealing slab opening |
OSCG Building - Installation of Design for Manufacturing and Assembly (DfMA) Panel and metal cladding - Underground utility construction work - Installation of building services, mechanical equipment, metal cladding and roller shutters and window |
Reverse Osmosis Building - Installation of building services, electrical switchboard, mechanical equipment, steel pipe, Glass Reinforced Plastics (GRP) pipe, pressure test of the GRP pipe, Membrane Loading, raised floor - Installation of metal cladding, handrailing and louvers - Underground utility construction work - Pipe laying at corridor |
Post Treatment Building - Installation of louvres, cat ladders, handrailing and metal cladding - Installation of building services, mechanical equipment and GRP pipe - Underground utility construction work |
Inspection corridor - Construction of roof concrete slab and column and wall |
CO2 Tanks - Installation of pipes and building services Combined Shaft and Pump room - Underground utility construction work - Installation of door, window and louver Other - Watermain works at CLP 132 kV Substation - Concrete breaking, structure construction of Wave Deflector Wall at seawall area - Foundation and staircases construction at elevated walkway - Foot plinth concreting and barrier erection at flexible barrier -
Finial check of Marine Diffuser Pipe |
1.9. A summary of the valid permits, licences, and/or notifications on environmental protection for this Contract 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/A |
Throughout the Contract |
Valid |
- |
|
FEP - 01/503/2015/A |
Throughout the Contract |
Valid |
- |
|
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 |
- |
|
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 |
Construction Noise Permit |
||||
GW-RE0640-23 |
22/06/2023 |
21/12/2023 |
Valid |
- |
1.10. The status for all environmental aspects is presented in Table 1.3.
Table 1.3 Summary of Status for Key Environmental Aspects under the EM&A
Manual
Parameters |
Status |
Water Quality |
|
Baseline Monitoring under EM&A Manual |
The baseline water quality monitoring was conducted between 12 May 2020 to 6 Jun 2020. |
Impact Monitoring |
On-going |
Noise |
|
Baseline Monitoring |
The baseline noise monitoring result has been reported in Baseline Monitoring Report and submitted to EPD under EP Condition 3.4 |
Impact Monitoring |
On-going |
Parameters |
Status |
Waste Management |
|
Mitigation Measures in Waste Management Plan |
On-going |
Landfill Gas |
|
Regular Monitoring when construction works are within the 250 m Consultation Zone |
On-going |
Environmental Audit |
|
Site Inspection covering Measures of Air Quality, Noise Impact, Water Quality, Waste, Ecological Quality, Fisheries, Landscape and Visual |
On-going |
1.11. 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.
1.12. The EM&A programme has been implemented in accordance with the recommendations presented in the approved EIA Report and the EM&A Manual. A summary of implementation status of the environmental mitigation measures for the construction phase of the Contract during the reporting period is provided in Appendix C.
Monitoring Requirements
2.1. To ensure no adverse noise impact, 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.
2.2. Construction noise level were 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. Construction works would follow stipulations of the valid Construction Noise Permits if works had to be conducted during restricted hours or public holidays. Table 2.1 summarizes the monitoring parameters, frequency, and duration of the impact noise monitoring.
Table 2.1 Noise Monitoring Parameters, Time, Frequency
and Duration
Time |
Duration |
Interval |
Parameters |
Daytime: 0700-1900 |
Day time: 0700-1900 (during normal weekdays) |
Continuously in Leq 5min/Leq 30min (average of 6 consecutive Leq 5min) |
Leq 30min L10 30min & L90 30min |
Monitoring Locations
2.3. The monitoring locations were normally 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.
2.4. 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 |
2.5. Three noise monitoring locations for impact monitoring at the nearby sensitive receivers are shown in Figure 2.1-2.3.
|
Figure 2.1 NSR4 Creative Secondary School |
|
Figure 2.2 NSR24 PLK Laws Foundation College |
|
Figure 2.3 NSR31
School of Continuing and Professional Studies - CUHK |
Impact Monitoring Methodology
2.6. Integrated sound level meter will be used for the noise monitoring. The meter will be in compliance with the International Electrotechnical Commission Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications. Immediately prior to and following each noise measurement the accuracy of the sound level meter will be checked using an acoustic calibrator generating a known sound pressure level at a known frequency. Measurements will be accepted as valid only if the calibration levels before and after the noise measurements agree to within 1.0 dB(A).
2.7. Noise measurements were not made in the presence of fog, rain, wind with a steady speed exceeding 5 m/s or wind with gusts exceeding 10 m/s. The wind speed shall be checked with a portable wind speed meter capable of measuring the wind speed in m/s.
Action and Limit Levels
2.8. 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 Noise per EM&A
Manual
Time Period |
Action |
Limit (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 |
Note: Limits specified in the GW-TM
and IND-TM for construction and operation noise,
respectively.
2.9.
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.
Monitoring Results
and Observations
2.10. Referring to EM&A Manual Section 4.1.2, the impact noise monitoring should be carried out when there are Contract-related construction activities undertaken within a radius of 300m from the monitoring stations. No monitoring station was located within a radius of 300m of the Contract 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
3.1. In accordance with the recommendations of the EIA, water quality monitoring is required during dredging for the submarine pipelines and, during operation phase. 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.
3.2. The water quality monitoring programme will be carried out to allow any deteriorating water quality to be readily detected and timely action taken to rectify the situation.
3.3. Water quality monitoring for the Contract can be divided into the following stages:
- Dredging activities during construction phase;
- Discharge of effluent from main disinfection during construction phase;
Water Quality
Parameters
3.4. The parameters that have been selected for measurement in situ and in the laboratory are those that were either determined in the EIA to be those with the most potential to be affected by the construction works or are a standard check on water quality conditions. Parameters to be measured in the impact monitoring are listed in Table 3.1.
Table 3.1 Parameters
measured in the Impact Marine Water Quality Monitoring
Parameters |
Unit |
Abbreviation |
In-situ measurements |
||
Dissolved oxygen |
mg/L |
DO |
Temperature |
oC |
- |
pH |
- |
- |
Turbidity |
NTU |
- |
Salinity |
0/00 |
- |
Total Residual Chlorine NOTE1 |
mg/L |
TRC |
Laboratory measurements |
||
Suspended Solids |
mg/L |
SS |
Iron-Soluble |
mg/L |
Fe |
Anti-scalant as Reactive Phosphorus |
mg/L |
PO4 as P- |
NOTE 1: Monitoring of Total Residual
Chlorine will be conducted
when cleaning and sterilization of the new freshwater main is carried out.
3.5. In addition to the water quality parameters, other relevant data were also being 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.
Monitoring Equipment
3.6. For water quality monitoring, the following equipment were used:
Dissolved Oxygen and Temperature Measuring Equipment - The instrument was a portable, weatherproof dissolved oxygen measuring instrument complete with cable, sensor, comprehensive operation manuals, and was operable from a DC power source. It was capable of measuring: dissolved oxygen levels in the range of 0 - 20 mg/L and 0 - 200% saturation; and a temperature of 0 - 45 degrees Celsius. It has a membrane electrode with automatic temperature compensation complete with a cable of not less than 35 m in length. Sufficient stocks of spare electrodes and cables were available for replacement where necessary (e.g. YSI model 59 DO meter, YSI 5739 probe, YSI 5795A submersible stirrer with reel and cable or an approved similar instrument).
Turbidity Measurement Equipment - The instrument was a portable, weatherproof turbidity-measuring unit complete with cable, sensor and comprehensive operation manuals. The equipment was operated from a DC power source, it has a photoelectric sensor capable of measuring turbidity between 0 - 1000 NTU and complete with a cable with at least 35 m in length (for example Hach 2100P or an approved similar instrument).
Salinity Measurement Instrument - A portable salinometer capable of measuring salinity in the range of 0 - 40 ppt was provided for measuring salinity of the water at each monitoring location.
Water Depth Gauge - A portable, battery-operated echo sounder (for example Seafarer 700 or a similar approved instrument) was used for the determination of water depth at each designated monitoring station. This unit will preferably be affixed to the bottom of the work boat if the same vessel is to be used throughout the monitoring programme. The echo sounder was suitably calibrated.
Positioning Device - A Global Positioning System (GPS) was used during monitoring to allow accurate recording of the position of the monitoring vessel before taking measurements. The Differential GPS, or equivalent instrument, was suitably calibrated at appropriate checkpoint (e.g. Quarry Bay Survey Nail) to verify that the monitoring station is at the correct position before the water quality monitoring commence.
Water Sampling Equipment - A water sampler, consisting of a PVC or glass cylinder of not less than two litres, which can be effectively sealed with cups at both ends, was used. The water sampler has a positive latching system to keep it open and prevent premature closure until released by a messenger when the sampler is at the selected water depth.
Sampling / Testing Protocols
3.7. All in situ monitoring instruments were checked, calibrated, and certified by a laboratory accredited under HOKLAS or any other international accreditation scheme before use, and subsequently re-calibrated at monthly intervals throughout the stages of the water quality monitoring. Responses of sensors and electrodes were checked with certified standard solutions before each use.
3.8. Table 3.2 summarizes the equipment used in the water quality monitoring program. The copies of the calibration certification of multi-parameter water quality system are shown in Appendix F.
Table 3.2 Water Quality
Monitoring Equipment
Model &
Make |
Serial Number |
Calibration Date |
Qty. |
Water Sampler |
|||
Kahlsico Water Sampler 13SWB20 |
- |
- |
1 |
Multi-parameter Water Quality System |
|||
YSI ProDSS |
22D100436 |
19 June 2023 |
2 |
22C106561 |
26 July 2023 |
3.9. On-site calibration of field equipment was following the “Guide to On-Site Test Methods for the Analysis of Waters”, BS 1427: 2009. Sufficient stocks of spare parts were maintained for replacements when necessary. Backup monitoring equipment was made available so that monitoring can proceed uninterrupted even when equipment is under maintenance, calibration etc.
Laboratory Measurement and Analysis
3.10. Sufficient volume of each water sample was collected for carrying out the laboratory analyses. Using chain of custody forms, collected water samples were transferred to a HOKLAS accredited laboratory (Acumen Laboratory and Testing Limit - HOKLAS 241) for immediate processing. The determination work was start within the next working day after collection of the water samples. Analytical methodology and sample preservation of other parameters were based on the latest edition of Standard Methods for the Examination of Waste and Wastewater published by APHA, AWWA and WPCF and methods by USEPA, or suitable method in accordance with requirements of HOKLAS or another internationally accredited scheme. The QA/QC details were in accordance with the requirements of HOKLAS or another internationally accredited scheme.
3.11. Parameters for laboratory measurements, standard methods and detection limits are presented in Table 3.3.
Table 3.3 Laboratory measurements, standard methods, and corresponding detection limits of marine water quality monitoring
Parameters |
Standard Methods |
Detection Limit |
Reporting Limit |
Precision |
Dissolved oxygen |
Instrumental, CTD |
0.1 |
- |
+-25% |
Temperature |
Instrumental, CTD |
0.1 |
- |
+-25% |
pH |
Instrumental, CTD |
0.1 |
- |
+-25% |
Turbidity |
Instrumental, CTD |
0.1 |
- |
+-25% |
Salinity |
Instrumental, CTD |
0.1 |
- |
+-25% |
Suspended Solids |
APHA 23rd Ed 2540D |
1.0 |
2.5 |
+-17% |
Monitoring Location
3.12. The Impact water quality monitoring locations are in accordance with the EM&A Manual and detailed in Table 3.4 below. A schedule for water quality monitoring was prepared by the ET and submitted to IEC and EPD prior to the commencement of the monitoring.
Table 3.4 Location
of Impact Water Quality Monitoring Stations
Station |
Easting |
Northing |
Description |
CE |
843550 |
815243 |
Upstream control station at ebb tide |
CF |
846843 |
810193 |
Upstream control station at flood tide |
WSR1 |
846864 |
812014 |
Ecological sensitive receiver at Tung Lung Chau |
WSR2 |
847645 |
812993 |
Fisheries sensitive receiver at Tung Lung Chau |
WSR3 |
848023 |
813262 |
Ecological sensitive receiver at Tung Lung Chau |
WSR4 |
847886 |
814154 |
Ecological sensitive receiver at Tai Miu Wan |
WSR16 |
845039 |
815287 |
Ecological sensitive receiver at Fat Tong Chau |
WSR33 |
847159 |
814488 |
Ecological sensitive receiver at Tai Miu Wan |
WSR36 |
846878 |
814081 |
Ecological sensitive receiver at Kwun Tsai |
WSR37 |
846655 |
813810 |
Ecological sensitive receiver at Tit Cham Chau |
3.13. WSR1 to WSR37 were identified in accordance with Annex 14 of the EIAO-TM as well as Clause 3.4.4.2 of the Environmental Impact Assessment Study Brief for Desalination Plant at Tseung Kwan O (No. ESB-266/2013). WSR1 to WSR3 are sited near the Tung Lung Chau Fish Culture Zone; WSR16 and WSR36 are sited near the coral assemblages along the coastlines of Fat Tong Chau and Kwun Tsai respectively; WSR 4 and WSR33 are sited near the Coastal Protection Area and coral assemblages in waters of Tai Miu Wan; WSR37 is sited near the fisheries resource including spawning and nursery grounds at the coastal water of Tit Cham Chau.
Figure 3.1 Impact water quality monitoring
locations under EM&A Manual
Sampling Frequency
3.14. Impact water quality monitoring were carried out three days per week during the construction phase after the commencement of marine construction works and dredging activities. Monitoring at each station was undertaken at both mid-ebb and mid-flood tides on the same day. The tidal range selected for the impact monitoring was at least 0.5 m for both flood and ebb tides as far as practicable. The interval between two sets of monitoring was not less than 36 hours. The monitoring frequency would be increased in the case of exceedances of Action/Limit Levels if considered necessary by ET. Monitoring frequency would be maintained as far as practicable.
Sampling Depths & Replication
3.15. During impact water quality monitoring, each station was sampled, and measurements/ water samples were taken at three depths, 1 m below the sea surface, mid-depth, and 1 m above the seabed. For in situ measurements, duplicate readings were made at each water depth at each station. Duplicate water samples were collected at each water depth at each station. All water quality monitoring results were summarized in Appendix G.
Action and Limit Levels
3.16. 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 3.5.
Table 3.5 Derived Action and Limit Levels for Water Quality
Parameters |
Action |
Limit |
||||||
Construction Phase Impact
Monitoring |
||||||||
DO in mg/L |
Surface and Middle |
Surface and Middle |
||||||
|
7.30 mg L-1 |
4 mg L-1 |
||||||
|
Bottom |
Bottom |
||||||
|
7.31 mg L-1 |
2 mg L-1 |
||||||
|
Tung Lung Chau Fish Culture Zone |
Tung Lung Chau Fish Culture Zone |
||||||
|
5.1 mgL-1 |
or |
level at |
control |
5.0 mgL-1 |
or |
level at |
control |
|
station (Whichever the lower) |
station (Whichever the lower) |
||||||
SS in mg/L |
5.00 mg L-1 or 20% exceedance of |
6.00 mg L-1 or 30% exceedance of |
||||||
(Depth- |
value at |
any |
impact |
station |
value at |
any |
impact |
station |
averaged) |
compared with corresponding |
compared with corresponding |
||||||
|
data from control station |
data from control station |
||||||
Turbidity in |
2.41 NTU or 20% exceedance of |
2.84 NTU or 30% exceedance of |
||||||
NTU (Depth- |
value at |
any |
impact |
station |
value at |
any |
impact |
station |
averaged) |
compared with corresponding |
compared with corresponding |
||||||
|
data from control station |
data from control station |
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.
Monitoring Results
and Observations
3.17. General water quality monitoring at the ten monitoring stations (CE, CF, WSR1, WSR2, WSR3, WSR4, WSR16, WSR33, WSR36 and WSR37) were carried out on 1, 3, 5, 8, 10, 12, 15, 17, 19, 22, 24, 26, 29 and 31 August 2023. Due to the issued Strong Wind Signal No 3 on 31 August 2023, the mid-flood section of water monitoring was cancelled.
3.18. Fourty-four (44) of the general water quality monitoring results of SS obtained had exceeded the Action Level. Thirty-two (32) of the general water quality monitoring results of SS obtained during the reporting period had exceeded the Limit Level.
3.19. Investigation on the reason of exceedance has been carried out, where the exceedances of SS on 1, 3, 5, 10, 12, 17, 22, 26 and 29 August 2023 were concluded to be unrelated to the Contract as detailed in the Incident Reports on Action Level or Limit Level Non- compliance along with supporting materials in Appendix K.
3.20. Monitoring results of 6 key parameters: Salinity,
DO, turbidity, SS, pH, and temperature in this reporting, are summarized in Table 3.6 and Table 3.7, and detailed results are presented in Appendix G.
3.21. The marine water quality programme will be ceased from 1 September 2023 due to the completion of marine-related construction works.
Table 3.6 Summary of Impact Water Quality Monitoring Results (Mid-Flood)
Locations |
Parameters |
|||||||
Salinity (ppt) |
Dissolved Oxygen (mg/L) |
pH |
Turbidity (NTU) |
Suspended
Solids (mg/L) |
Temp.(oC) |
|||
Surface & Middle |
Bottom |
|||||||
CE |
Avg. |
32.7 |
8.9 |
8.9 |
8.3 |
2.5 |
3.5 |
27.5 |
Min. |
31.0 |
8.3 |
8.3 |
8.0 |
2.2 |
2.5 |
21.5 |
|
Max. |
33.5 |
9.6 |
9.7 |
8.5 |
3.0 |
9.0 |
28.8 |
|
CF |
Avg. |
32.8 |
8.8 |
8.8 |
8.2 |
2.9 |
3.6 |
27.8 |
Min. |
31.7 |
8.5 |
8.5 |
8.1 |
2.6 |
2.5 |
27.0 |
|
Max. |
34.1 |
9.5 |
9.5 |
8.4 |
3.4 |
8.0 |
28.5 |
|
WSR1 |
Avg. |
32.7 |
9.0 |
9.0 |
8.2 |
2.1 |
4.0 |
28.0 |
Min. |
31.0 |
8.5 |
8.5 |
8.1 |
1.4 |
2.5 |
27.0 |
|
Max. |
33.5 |
9.5 |
9.4 |
8.4 |
2.6 |
20.0 |
28.6 |
|
WSR2 |
Avg. |
32.7 |
8.9 |
8.9 |
8.3 |
2.1 |
3.7 |
28.0 |
Min. |
30.8 |
8.3 |
8.4 |
8.1 |
1.7 |
2.5 |
27.2 |
|
Max. |
33.9 |
9.5 |
9.5 |
8.4 |
2.7 |
9.0 |
28.8 |
|
WSR3 |
Avg. |
32.9 |
8.9 |
9.0 |
8.2 |
2.1 |
3.4 |
28.0 |
Min. |
31.5 |
8.3 |
8.4 |
8.0 |
1.6 |
2.5 |
27.0 |
|
Max. |
34.1 |
9.4 |
9.5 |
8.4 |
2.5 |
6.0 |
28.6 |
|
WSR4 |
Avg. |
32.7 |
8.9 |
8.8 |
8.3 |
2.1 |
4.2 |
28.0 |
Min. |
31.5 |
8.1 |
8.2 |
8.1 |
1.4 |
2.5 |
27.0 |
|
Max. |
34.3 |
9.6 |
9.4 |
8.4 |
2.6 |
24.0 |
28.7 |
|
WSR16 |
Avg. |
32.6 |
8.9 |
8.9 |
8.2 |
2.1 |
3.6 |
28.0 |
Min. |
31.1 |
8.2 |
8.2 |
8.1 |
1.3 |
2.5 |
26.9 |
|
Max. |
33.7 |
9.6 |
9.6 |
8.5 |
2.6 |
10.0 |
28.7 |
|
WSR33 |
Avg. |
32.7 |
8.9 |
8.9 |
8.2 |
2.2 |
3.4 |
27.9 |
Min. |
31.3 |
8.4 |
8.3 |
8.1 |
1.5 |
2.5 |
27.3 |
|
Max. |
33.6 |
9.5 |
9.5 |
8.5 |
2.5 |
21.0 |
28.7 |
|
WSR36 |
Avg. |
32.5 |
8.9 |
8.9 |
8.2 |
2.1 |
3.1 |
28.0 |
Min. |
31.0 |
8.3 |
8.4 |
8.0 |
1.4 |
2.5 |
27.3 |
|
Max. |
33.8 |
9.4 |
9.4 |
8.4 |
2.5 |
6.0 |
28.7 |
|
WSR37 |
Avg. |
32.6 |
8.9 |
8.9 |
8.3 |
2.1 |
3.2 |
28.0 |
Min. |
31.7 |
8.3 |
8.2 |
8.1 |
1.5 |
2.5 |
27.0 |
|
Max. |
33.7 |
9.4 |
9.4 |
8.5 |
2.6 |
7.0 |
28.7 |
Notes:
i.
"Avg", “Min” and “Max” is the average,
minimum and maximum respectively of the data from measurements conducted under mid-flood and mid-ebb tides at three
water depths, except that of DO where the data for “Surface & Middle” and “Bottom” are calculated separately.
ii.
Measurement data of Suspending Solids
would be rounding
to 2.5mg/L if the value
was less than 2.5mg/L to facilitate data analysing.
iii.
Due to the issued Strong
Wind Signal No 3 on 31 August
2023, the mid-flood
section of water monitoring was cancelled.
Table 3.7 Summary of Impact Water Quality Monitoring Results (Mid-Ebb)
Locations |
Parameters |
|||||||
Salinity (ppt) |
Dissolved Oxygen (mg/L) |
pH |
Turbidity (NTU) |
Suspended Solids (mg/L) |
Temp.(oC) |
|||
Surface &
Middle |
Bottom |
|||||||
CE |
Avg. |
32.5 |
8.9 |
8.9 |
8.2 |
2.9 |
3.3 |
27.9 |
Min. |
31.7 |
8.3 |
8.3 |
8.1 |
2.6 |
2.5 |
27.3 |
|
Max. |
33.4 |
9.5 |
9.4 |
8.4 |
3.4 |
6.0 |
28.7 |
|
CF |
Avg. |
32.6 |
8.9 |
8.9 |
8.2 |
2.5 |
|