Page
Summary of Main Works Undertaken and Key Measures Implemented
Summary of Exceedances, Investigation and Follow-up
Complaint Handling, Prosecution and Public Engagement
Review of Status and Location of Monitoring Stations
Construction Activities undertaken during the Reporting Month
Status of Environmental Licensing and Permitting
Monitoring Parameters and Frequency
Comparison of EM&A Result with EIA Prediction
Monitoring Parameters, Frequency and Duration
Monitoring Methodology and QA/QC Procedure
Comparison of EM&A Result with EIA Prediction
Implementation Status of Environmental Mitigation Measures
Implementation Status of Event and Action Plans
Status of Required Submission under Environmental Permit
11 Environmental non-conformance
Summary of Complaint, Warning, Notification of any Summons and Successful
Prosecution
13 Conclusions and recommendations
lIST OF TABLES
Table I Summary
of Key Construction Work in the Reporting Month
Table II Summary
of Key Mitigation Measures Implemented in the Reporting Month
Table III Summary of
Complaint/Summons/Prosecution in the Reporting Month
Table IV Summary Table for Site Activities in the next Reporting
Period
Table V Summary Table for Review of Status and Location of
Monitoring Stations
Table 1.1 Key Project Contacts
Table 1.2 Summary
of Key Construction Work in the Reporting Month
Table 1.3 Summary
of Environmental License and Permit
Table 2.1 Air Quality
Monitoring Locations
Table 2.2 Frequency and
Parameters of Air Quality Monitoring
Table 2.3 Air Quality
Monitoring Equipment
Table 2.4 Major Dust Source
during Air Quality Monitoring
Table 2.5 Comparison of 1-hr TSP Monitoring Data with Predictions in EIA
Report (not used)
Table 2.6 Comparison of
24-hr TSP Monitoring Data with Predictions in EIA Report
Table 3.1 Noise Monitoring
Stations
Table 3.2 Frequency and
Parameters of Noise Monitoring
Table 3.3 Noise Monitoring Equipment
Table 3.4 Major Noise Source
during Noise Monitoring
Table 3.5 Baseline Noise
Level and Noise Limit Level for Monitoring Stations
Table 3.6 Comparison of
Noise Monitoring Data with Predictions in EIA Report
Table 3.7 Additional Noise Monitoring Results
Table 7.1 Construction Phase
Landscape and Visual Mitigation
Measures
Table 7.2 Construction
Phase Audit Checklist for Landscape and Visual Mitigation
Measures
Table 10.1 Observations
and Recommendations of Site Audit
Table 10.2 Status
of Required Submission under Environmental Permit
Table 12.1 Summary Table for Site Activities and the
Key Environmental Issues in the next Reporting Period
lIST OF
FIGUREs
Figure 1.1 Layout Plan of the Project Site
Figure 1.2 Project
Organisation for Environmental Monitoring and Audit
Figure 2 Locations of Air Quality and Construction Noise
Monitoring Stations
lIST OF
APPENDIces
Appendix
A Action and Limit Levels
Appendix
B Environmental Monitoring Schedules
Appendix
C Copies of Calibration Certificates
for Air Quality Monitoring
Appendix
D Weather Information
Appendix
E 1-hour TSP Monitoring Results and
Graphical Presentations (not used)
Appendix
F 24-hour TSP Monitoring Results and
Graphical Presentations
Appendix
G Copies of Calibration Certificates
for Noise Monitoring
Appendix
H Noise Monitoring Results and Graphical Presentations
Appendix
J Event and Action Plans
Appendix
K Environmental Mitigation
Implementation Schedule (EMIS)
Appendix
M Summary of Exceedance
Appendix
N Tentative Construction Programme
Appendix
O Waste Generated in the Reporting
Month
1.
This is the 43rd Environmental Monitoring and Audit
(EM&A) Report prepared by the Environmental Team (ET), Cinotech
Consultants Ltd., for “Trunk Road T2”. This report summarized
the monitoring results and audits findings of the EM&A programme under the
issued Environmental Permit (EP) No. EP-451/2013 and in accordance with the
EM&A Manual (AEIAR-174/2013) during the reporting month of
September 2023.
2.
The main works of each works contracts undertaken during the reporting
period are as follows:
Table
I
Summary of Key Construction Work in the Reporting Month
Contract No. |
Project Title |
Site Activities |
ED/2018/04 |
Trunk Road
T2 and Infrastructure Works for Developments at South Apron |
·
Depressed Road – Portal Structure ·
West Ventilation Building RC
Structure, ABWF, E&M ·
South Apron Adit –RC
structure. ·
Launching Shaft / Cut & Cover RC Structure ·
Westbound TBM Tunnelling ·
Eastbound TBM Tunnelling ·
EB Service Gallery Installation ·
WB Service Gallery Installation ·
CP Tympanum Construction ·
CP TBM Excavation ·
Cross Passage Finishing ·
Sub-sea Corbel Construction ·
Sub-sea Crown Fire Board ·
Sub-sea Road Level Fire Board ·
Sub-sea OHVD Soffit Fire Board ·
Sub-sea Parapet Installation ·
SUS Remaining Internal Wall ·
SUS OHVB In-situ Slab ·
SUS Fire Board Road Level ·
Tunnel Segment delivery |
ED/2020/03 |
Trunk Road
T2 - Traffic Control And Surveillance System (TCSS) and Associated Works(1) |
N/A |
Notes: (1): No major construction work was undertaken
during reporting month. N/A: Not applicable |
3.
Implementation of the key mitigation measures during the reporting
period are as follows:
Table II
Summary of Key Mitigation Measures Implemented in the Reporting Month
Contract No. and Project
Title |
Key Mitigation Measures Implemented |
ED/2018/04 - Trunk Road
T2 and Infrastructure Works for Developments at South Apron |
Air Quality ·
Water spraying regularly on construction site area to
avoid dust generation. ·
Excavated dusty materials were covered by impervious
sheets. Noise ·
Air compressor was operated with door closed and have
valid noise labels. ·
Use of Quality Powered Mechanical Equipment (QPME) ·
Erecting noise barriers on site to minimize noise
impact generated from breaking activities. Water Quality ·
WetSep was constructed to treat
the surface runoff prior to discharge. Landscape and Visual ·
Tree protection zone were
fenced off to protect the existing tree. |
ED/2020/03 - Trunk Road
T2 - Traffic Control And Surveillance System (TCSS) and Associated Works(1) |
N/A |
Notes: (1): No major construction work was undertaken
during reporting month. N/A: Not applicable |
4.
Exceedance of Action/Limit levels during the reporting month (September 2023)
and the investigation results and/or follow-up actions:
Air Quality Monitoring
·
No Action Level exceedance for 24-hour TSP was recorded.
·
No Limit Level exceedance for 24-hour TSP was recorded.
Construction Noise Monitoring
·
No Limit Level exceedance for day time construction noise was recorded
in this reporting month.
·
No Action Level exceedance was recorded in this reporting month.
Landscape and Visual Monitoring and Audit
·
No non-compliance of the landscape and visual impact was recorded in the
reporting month. The implementation of landscape and visual and mitigation
measures was checked by a Registered Landscape Architect (RLA) during the
environmental site inspections.
Table
III Summary of
Complaint/Summons/Prosecution in the Reporting Month
Event |
Event Details |
Follow-up/ Remedial Actions |
Status/ Remarks |
|
Number |
Brief Description |
|||
Complaints
Received |
0 |
- |
- |
- |
Notification
of Summons and Prosecutions Received |
0 |
- |
- |
- |
Public
Engagement Activities |
0 |
- |
- |
- |
5.
No reporting change in this reporting month.
6.
The key works or activities will be anticipated in the next reporting
period are as follows:
Table
IV Summary Table for Site Activities
in the next Reporting Period
Contract
No. and Project Title |
Site Activities (October 2023) |
Key
Environmental Issues |
ED/2018/04 -
Trunk Road T2 and Infrastructure Works for Developments at South Apron |
1) Depressed
Road – Portal Structure 2) West
Ventilation Building RC Structure, ABWF, E&M 3) South
Apron Adit –RC Structure 4) Launching
Shaft / Cut & Cover RC Structure 5) Westbound
TBM Tunnelling 6) Eastbound
TBM Tunnelling 7) EB
Service Gallery Installation 8) WB
Service Gallery Installation 9) CP
Tympanum Construction 10) CP
TBM Excavation 11) Cross
Passage Finishing 12) Sub-sea
Corbel Construction 13) Sub-sea
Crown Fire Board 14) Sub-sea
Road Level Fire Board 15) Sub-sea
OHVD Soffit Fire Board 16) Sub-sea
Parapet Installation 17) SUS
Remaining Internal Wall 18) SUS
OHVB In-situ Slab 19) SUS
Fire Board Road Level 20) Tunnel
Segment delivery 21) Sub-sea
OHVD Slab Installation 22) MiMEP Installation |
(A) / (B) / (C) / (D) |
ED/2020/03 -
Trunk Road T2 - Traffic Control And Surveillance System (TCSS) and Associated
Works(1) |
N/A |
|
Notes: (1): No major construction work was
undertaken during reporting month. N/A: Not
applicable (A)
Dust generation
from haul road, stockpile of dusty
materials, exposed site area, excavation works and rock breaking activities; (B)
Noisy construction activity such as
rock-breaking activities and piling works (C)
Runoff from exposed slope or site area; and (D)
Wastewater and runoff discharge from site. |
7.
According to the EM&A Manual (AEIAR-174/2013),
the number and location of the monitoring stations and parameters should be
reviewed in every six months, or on as -needed basis, in order to cater for any
changes in the surrounding environmental and the nature of works in progress.
The latest review was conducted in June 2023 and the review of status and
location of monitoring stations are summarized as follow:
Table
V Summary Table for Review of Status
and Location of Monitoring Stations
Monitoring
Station ID |
Review Status |
Follow-up
Action/ Recommendation |
KTD 2d |
ET has reviewed the
status and location of KER1, KTD 1, KTD2d, CKL1 and CKL2. To conclude, the
environmental monitoring conducted at KER1, KTD 1, KTD2d, CKL 1 and CKL 2 are
appropriate, and the monitoring results reflect how the sensitive receiver(s)
is/are impacted by the construction activities of the Project. |
N/A |
KER1 |
||
KTD 1 |
||
CKL 1 |
||
CKL 2 |
||
N/A: Not
Applicable |
1.1
In 2009, Civil Engineering and Development Department (CEDD)
commissioned a Kai Tak Development (KTD) – Trunk Road T2 and
Infrastructure at South Apron Investigation. The assignment covers the
provision of the Trunk Road T2 and its connections with the Central Kowloon
Route (CKR) at the north apron area and the Tseung Kwan O – Lam Tin Tunnel
(TKOLTT) to the south in the Cha Kwo Ling area.
1.2
The Trunk Road T2 Project is one of the designated Projects under
Schedule 2 of the EIAO proposed in the KTD. CEDD submitted the Project Profile
(No. PP-379/2009) on 24 March 2009 for application for an EIA study brief for
the Trunk Road T2 Project under the EIAO. Accordingly, an EIA Study Brief
(ESB-203/2009) for the Trunk Road T2 Project was issued on 30 April 2009. The Environmental Impact
Assessment (EIA) Report for the Trunk Road T2 Project was approved under the
Environmental Impact Assessment Ordinance (EIAO) on 19 September 2013. The
corresponding Environmental Permit (EP) was issued on 19 September 2013 (EP
no.: EP-451/2013).
1.3
The Contract No. ED/2018/04 is the main contract of Trunk Road T2 (“T2
Main Works”) which comprises mainly the design and construction of a dual
two-lane trunk road of approximately 3.4km long with about 3.1km of the trunk
road in form of tunnel; ventilation and administration buildings, environmental
protection and mitigation works and etc. Moreover, the Contract No. ED/2020/03
is the other contract under Truck Road T2 Project which comprises mainly design
and construction of the TCSS for this Project. The EM&A programme
at Kai Tak area under the Contract ED/2018/04 and ED/2020/03 are governed by
the EP-451/2013 and EM&A Manual (AEIAR-174/2013). The work areas of the
Trunk Road T2 Project are shown in Figure
1 and the works to be executed under each Contract and corresponding EP are
summarized as follows:
Environmental Permit |
Works Description |
EP-451/2013 –
Trunk Road T2 |
ED/2018/04 ·
Construction of highway and sub-sea tunnel connecting
between Central Kowloon Route and Cha Kwo Ling Tunnel ·
Western & Eastern Ventilation Buildings ED/2020/03 ·
Design and construction of TCSS for Trunk
Road T2 |
Monitoring Works in Kai Tak under
EP-451/2013
1.4
Under Contract No. KL/2014/03 – Kai Tak
Development – Stage 3 Infrastructure Works for Development at the Southern Part
of the Former Runway (“T2 Advance Works”), the baseline monitoring works in Kai
Tak under the EM&A Manual (AEIAR-174/2013) were conducted by the Environmental Team (ET) for the
Contract No. KL/2014/03 at the approved relocated monitoring locations (EPD
reference: EP2/K19/A/21 pt.5), namely KTD1a, KTD2a & KER1a. During the
impact monitoring period, monitoring locations KTD 2a and KER 1a were relocated
to new locations, i.e. KTD 2b and KER 1b (EPD reference: ( )
in EP2/K19/A/21 pt. 6 and ( ) in EP2/K19/A/21 pt. 5) respectively. Location KTD2b was then
further relocated to location KTD2c, the proposal of such relocation was
submitted to EPD on 24 March 2020 and was approved by EPD on 6 April 2020 (EPD
reference: ( ) in EP2/K19/A/21 pt.7). The
aforementioned relocation was effective from 9 April 2020. Since the major part
of work under Contract No. KL/2014/03 has been completed and monitoring works
conducted by the ET of Contract No. KL/2014/03 was determined to be
ceased, the impact monitoring within the Kai Tak area was then
handed over to the ET of Contract No. ED/2018/04 on 1 August 2020.The
monitoring location has been reviewed and updated to obtain the data with
higher representative based on several conditions, such as distance between
monitoring location and the sensitive receiver, non-project related
interference, obstruction to the construction works on site and the power
supply problem. The monitoring location KTD1a and KER1b has been updated to the
monitoring location KTD1 and KER1 on 3 August 2020, where are the original
location as proposed in the EM&A manual (AEIAR-174/2013). And the
monitoring location KTD2c was remained unchanged after the aforementioned
review. Location
KTD2c was then further relocated to location KTD2d, the proposal of such
relocation was submitted on 9 March 2021 and was approved by EPD on 3 27th
2021 (EPD reference: ( ) in EP2/K19/A/21 pt.8). The
aforementioned relocation was effective from 24 May 2021. The impact monitoring for the three stations KTD1, KTD2d and KER1 are
currently conducted by the ET of T2 Main Works
Monitoring
Works in Cha Kwo Ling under EP-451/2013
1.5
The environmental impact of the remaining works in Cha Kwo Ling, under
EP-451/2013, shall be monitored at the two proposed stations, namely CKL1,
CKL2, in accordance to the EM&A Manual (AEIAR-174/2013). The impact monitoring for the two proposed stations
shall be conducted by the ET of T2 Main Works.
1.6
Cinotech
Consultants Ltd. Was designated as the Environmental Team (ET) to undertake the EM&A works for “Trunk Road T2 and
Infrastructure Works for Developments at the Former South Apron” (hereinafter
called the “Project”) and “Trunk Road T2
–Traffic Control & Surveillance System (TCSS) and Associated Works”.
1.7
This is the 43rd Monthly EM&A
Report which summarises
the impact monitoring results and audit findings for the EM&A programme during the reporting period in September 2023.
1.8
Different Parties with different
levels of involvement in the Project organization include:
·
Permit Holder – Civil Engineering and Development Department (CEDD)
·
Supervisor Representative – Hyder-Meinhardt
Joint Venture (HMJV)
·
Environmental Team (ET) – Cinotech Consultants
Limited (Cinotech)
·
Independent Environmental Checker (IEC) – Ramboll Hong Kong Limited
(Ramboll)
·
Contractor – Bouygues Travaux Publics (BTP) (For ED/2018/04) & GTECH
Services (Hong Kong) Limited (For ED/2020/03)
1.9
The key contacts of the Project are shown in Table 1.1.
Table 1.1 Key
Project Contacts
Party |
Role |
Contact Person |
Phone No. |
CEDD |
Permit Holder |
Mr. Wong Chi Wai,
Tommy |
3842 7111 |
HMJV |
Supervisor
Representative |
Ms. Hazel Tang |
2149 8524 |
Cinotech |
Environmental Team |
Mr. KS Lee (ETL) |
2151 2091 |
Ms. Karina Chan |
2157 3880 |
||
Ramboll |
Independent
Environmental Checker |
Mr. YH Hui |
3465 2850 |
BTP |
Contractor
(ED/2018/04) |
Mr. Roy Leung |
6628 2685 |
GTECH |
Contractor
(ED/2020/03) |
Mr. Stephen Chen |
9871 6750 |
1.10
The Organizational Structure for Environmental Management is
shown in Figure 1.2.
1.11
The major site activities undertaken in the reporting month included:
Table 1.2 Summary of Key Construction
Work in the Reporting Month
Contract No. |
Project Title |
Site Activities |
ED/2018/04 |
Trunk Road
T2 and Infrastructure Works for Developments at South Apron |
·
Depressed Road – Portal Structure ·
West Ventilation Building RC Structure, ABWF, E&M ·
South Apron Adit –RC
structure. ·
Launching Shaft / Cut & Cover RC Structure ·
Westbound TBM Tunnelling ·
Eastbound TBM Tunnelling ·
EB Service Gallery Installation ·
WB Service Gallery Installation ·
CP Tympanum Construction ·
CP TBM Excavation ·
Cross Passage Finishing ·
Sub-sea Corbel Construction ·
Sub-sea Crown Fire Board ·
Sub-sea Road Level Fire Board ·
Sub-sea OHVD Soffit Fire Board ·
Sub-sea Parapet Installation ·
SUS Remaining Internal Wall ·
SUS OHVB In-situ Slab ·
SUS Fire Board Road Level ·
Tunnel Segment delivery |
ED/2020/03 |
Trunk Road
T2 – Traffic Control And Surveillance System (TCSS) and Associated Works(1) |
N/A |
Notes: (1): No major construction work was undertaken
during reporting month. N/A: Not applicable |
1.12
The EM&A programme requires construction noise, air quality
monitoring and environmental site audit, etc. The EM&A requirements for
each parameter are described in the following sections, including:
·
All monitoring parameters;
·
Action and Limit levels for all environmental parameters;
·
Event Action Plans;
·
Environmental mitigation measures, as recommended in the Project EIA
Report.
1.13
The advice on the implementation status of environmental protection and
pollution control/mitigation measures is summarized in Section 10 of this report.
1.14
This report presents the monitoring results, observations, locations,
equipment, period, methodology and QA/QC procedures of the monitoring
parameters of the required environmental monitoring works and audit works for
the Project in August 2023.
1.15
All permits/licenses
obtained for the Project are summarized in Table
1.3.
Table 1.3
Summary of Environmental License and Permit
Contract No. |
Permit / License No. |
Valid Period |
Status |
|
From |
To |
|||
Environmental Permit (EP) |
||||
N/A |
EP-451/2013 |
19 Sep 2013 |
N/A |
Valid |
Notification
pursuant to Air Pollution (Construction Dust) Regulation |
||||
ED/2018/04 |
Ref. No.: 451120 |
20 Nov 2019 |
N/A |
Valid |
ED/2020/03 |
Ref. No.: 483143 |
15 Aug 2022 |
N/A |
Valid |
Billing
Account for Construction Waste Disposal |
||||
ED/2018/04 |
A/C No.: 7036016 |
09 Dec 2019 |
N/A |
Valid |
ED/2020/03 |
A/C No.: 7043158 |
31 Jan 2022 |
N/A |
Valid |
Billing
Account for Vessel Disposal |
||||
ED/2018/04 |
A/C No.:7037747
(Application No.: CEDD01204) |
26 Jul 2023 |
25 Oct 2023 |
Valid |
Construction
Noise Permit |
||||
ED/2018/04 |
CNP No. (For Depressed Road): GW-RE0792-23 |
26 Jul 2023 |
25 Oct 2023 |
Valid |
CNP No. (For
Launching Shaft and Barging Point): GW- RE0823-23 |
29 Jul 2023 |
28 Oct 2023 |
Valid |
|
Wastewater
Discharge License |
||||
ED/2018/04 |
WT00036183-2020
(For Depressed Road Area) |
27 Jul 2020 |
31 Jul 2025 |
Valid |
WT00039117-2021
(For Site Office and Support Area) |
28 Sep 2021 |
30 Sep 2026 |
Valid |
|
WT00036228-2020
(For Launching Shaft) |
10 Nov 2021 |
31 Jul 2025 |
Valid |
|
Chemical
Waste Producer License |
||||
ED/2018/04 |
WPN:
5213-286-B2557-03 |
09 Mar 2020 |
N/A |
Valid |
Marine
Dumping Permit |
||||
ED/2018/04 |
EP/MD/24-015 |
1 Jul 2023 |
30 Sep 2023 |
Valid |
2.1 According to the EM&A Manual (AEIAR-174/2013), 24-hour Total Suspended Particulates (TSP) monitoring was conducted to monitor the air quality for this Project. For regular impact monitoring, a sampling frequency of at least once in every six days at all of the monitoring stations for 24-hour TSP monitoring. In case of complaints, 1-hour TSP monitoring should be conducted at least three times in every six days when the highest dust impacts are likely to occur. Appendix A shows the established Action/Limit Levels for the environmental monitoring works.
2.2
Five designated monitoring stations were selected for air quality
monitoring programme. Table 2.1
describes the air quality monitoring locations, which are also depicted in Figure 2.
2.3
The monitoring location at Kai Tak area has been reviewed and updated to
obtain the data with higher representative based on several conditions, such as
distance between monitoring location and the sensitive receiver, non-project
related interference, obstruction to the construction works on site and the
power supply problem. The monitoring location KTD1a and KER1b has been updated
to KTD1 and KER1 respectively, where are the original location as proposed in
the EM&A manual (AEIAR-174/2013). And the monitoring location KTD2c was
remained unchanged after the aforementioned review. Monitoring location KTD2c
was then further relocated to KTD2d after the review of status and location of
monitoring station conducted in between February and March 2021.
Table 2.1 Air Quality Monitoring Locations
Monitoring Stations |
Location |
KTD1 |
Centre of
Excellence in Paediatrics (Children’s Hospital) |
KTD2d |
Next to
the SOR Office of Trunk Road T2 in Kai Tak Area |
KER1 |
Future
Residential Development at Kerry Godown |
CKL1 |
Flat 121
Cha Kwo Ling Village |
CKL2 |
Flat 103
Cha Kwo Ling Village |
|
2.4
Table 2.2 summarizes the monitoring
parameters, monitoring period and frequencies of impact air quality monitoring.
The monitoring schedule is shown in
Appendix B.
Table 2.2 Frequency and Parameters of
Air Quality Monitoring
Monitoring
Stations |
Parameter |
Period |
Frequency |
KTD1, KTD2d, KER1, CKL1 & CKL2 |
1-hour TSP |
0700 – 1900 |
3 times
per 6 days (as required in case of complaints) |
KTD1, KTD2d, KER1, CKL1 & CKL2 |
24-hour TSP |
24 hours |
Once every 6 days |
|
2.5
High Volume Samplers (HVS) in compliance with the specification
stipulated in the EM&A Manual (AEIAR-174/2013), Section 2.2.1.4, were
used to carry out 24-hour TSP monitoring. Direct reading dust meter were also
used to measure 1-hour average TSP levels. The 1-hour sampling was determined
by HVS to check the validity and accuracy of the results measured by direct reading
method.
2.6
Wind data monitoring equipment was set at rooftop (about 41/F)
of Yau Lai Estate Bik Lai House, Lam Tin for logging wind speed and wind direction such that the wind sensors
were clear of obstructions or turbulence caused by building. The wind data
monitoring equipment was re-calibrated at least once every six months and the
wind directions were divided into 16 sectors of 22.5 degrees each.
Wind data is attached in Appendix D.
2.7
Table 2.3 summarizes the equipment
used for air quality monitoring. Copies of calibration certificates are
attached in Appendix C.
Table 2.3 Air Quality Monitoring Equipment
Equipment
|
Model |
Quantity |
HVS Sampler |
TISCH Model: TE-5170 (Serial
no. 0723, 1956, 10595, 1316, 5280) |
5 |
Calibrator |
TISCH Model: TE-5025A
(Serial no. 3864) |
1 |
Wind Anemometer |
Davis Weather Monitor II,
Model no. 7440 (Serial no. MC01010A44) |
1 |
1-hour TSP Monitoring
Measuring Procedures
2.8
The measuring procedures of the 1-hour dust meter are in
accordance with the Manufacturer’s Instruction Manual as follows:
(Sibata Model No.: LD-3B/LD-5R)
·
The 1-hour dust meter is placed at least 1.3 meters above ground.
·
Set POWER to “ON” and make sure that the battery level was not flash or
in low level.
·
Allow the instrument to stand for about 3 minutes and then the cap of
the air sampling inlet has been released.
·
Push the knob at MEASURE position.
·
Set time/mode setting to [BG] by pushing the time setting switch. Then, start the background measurement by
pushing the start/stop switch once. It
will take 6 sec. to complete the background measurement.
·
Push the time setting switch to change the time setting display to
[MANUAL] at the bottom left of the liquid crystal display. Finally, push the
start/stop switch to stop the measuring after 1 hour sampling.
·
Information such as sampling date, time, count value and site condition
were recorded during the monitoring period.
Maintenance/Calibration
2.9
The following maintenance/calibration is required
for the 1-hour
dust meter:
·
Check and calibrate the meter by HVS to check the validity and accuracy
of the results measured by direct reading method at 2-month intervals
throughout all stages of the air quality monitoring.
24-hour TSP Monitoring
Instrumentation
2.10
High volume samplers (HVS) (TISCH Model:
TE-5170) complete with appropriate sampling inlets was employed for 24-hour TSP
monitoring. The sampler was composed of
a motor, a filter holder, a flow controller and a sampling inlet and its
performance specification complied with that required by USEPA Standard Title
40, Code
of Federation Regulations Chapter 1 (Part 50). Moreover, the HVS also met all the
requirements in Section 2.2 of the Annex II
Specification.
2.11
The positioning of the HVS samplers are as follows:
·
A horizontal platform with appropriate
support to secure the samplers against gusty wind shall be provided;
·
No two samplers shall be placed less than 2 meter apart;
·
The distance between the sampler and an
obstacle, such as buildings, must be at least twice the height that the
obstacle protrudes above the sampler;
·
A minimum of 2 metres of separation from
walls, parapets and penthouses is required for rooftop samplers;
·
A minimum of 2 metres of separation from any
supporting structure, measured horizontally is required;
·
No furnace or incinerator flue is nearby;
·
Airflow around the sampler is unrestricted;
·
The sampler is more than 20 metres from the
dripline;
·
Any wire fence and gate, to protect the
sampler, shall not cause any obstruction during monitoring;
·
Permission must be obtained to set up the
samplers and to obtain access to the monitoring stations; and
·
A secured supply of electricity is needed to
operate the samplers.
Operating/analytical procedures for the operation
of HVS
2.12
Operating/analytical procedures for the air quality monitoring are
highlighted as follows:
·
Prior to the commencement of the dust sampling, the flow rate of the high volume sampler was properly set
(between 0.6 m3/min. and 1.7 m3/min.) in accordance with
the EM&A manual (AEIAR-174/2013). The flow
rate shall be indicated on the flow rate chart.
·
For TSP sampling, fiberglass filters with a
collection efficiency of > 99% for particles of 0.3μm diameter were
used.
·
The power supply was checked to ensure the
sampler worked properly. On sampling,
the sampler was operated for 5 minutes to establish thermal equilibrium before
placing any filter media at the designated air monitoring station.
·
The filter holding frame was then removed by
loosening the four nuts and a weighted and conditioned filter was carefully centered with the stamped number upwards, on a supporting
screen.
·
The filter was aligned on the screen so that
the gasket formed an airtight seal on the outer edges of the filter. Then the filter holding frame was tightened
to the filter holder with swing bolts. The applied pressure should be
sufficient to avoid air leakage at the edges.
·
The shelter lid was closed and secured with
the aluminum strip.
·
The timer was then programmed. Information was recorded on the record sheet,
which included the starting time, the weather condition and the filter number
(the initial weight of the filter paper can be found out by using the filter
number).
·
After sampling, the filter was removed and
sent to the HOKLAS laboratory (High Precision Chemical Testing Ltd.) for
weighing. The elapsed time was also
recorded.
·
Before weighing, all filters were
equilibrated in a conditioning environment for 24 hours. The conditioning
environment temperature should be between 25°C and 30°C and not vary by more
than ±3°C; the relative humidity (RH) should be < 50% and not vary by more
than ±5%. A convenient working RH is 40%.
Maintenance/Calibration
2.13
The following maintenance/calibration is required
for the HVS:
·
The high volume
motors and their accessories were properly maintained. Appropriate maintenance
such as routine motor brushes replacement and electrical wiring checking were
made to ensure that the equipment and necessary power supply are in good
working condition.
·
High volume samplers were calibrated at
bi-monthly intervals using TE-5025A Calibration Kit throughout all stages of the air
quality monitoring.
2.14
Impact air quality monitoring was conducted at five monitoring stations as
scheduled. The monitoring schedule is shown in Appendix B.
2.15
No Action and Limit Level exceedance was recorded for
24-hour TSP monitoring in the reporting month. No exceedance of 24-hour TSP
were considered as project related
and no 24-hour TSP were considered as non-project
related. Details of the exceedance are presented in Appendix M.
2.16
The air temperature, relative humidity, and the precipitation data were
obtained from daily extracts of Hong Kong Observatory Climate Information
Service. This weather information for the reporting month is summarized in Appendix D.
2.17
The monitoring data and graphical presentations of 24-hour TSP
monitoring results are shown in Appendix
F.
2.18
According to field observations observed in the reporting period, the
major dust source identified at the designated air quality monitoring stations
are as follows:
Table
2.4 Major Dust Source during Air
Quality Monitoring
Monitoring
Stations |
Major Dust Source |
KTD 1 - Centre
of Excellence in Paediatrics (Children’s Hospital) |
·
Project related construction activities
(i.e., Loading and unloading of C&D wastes, drilling, crushing of
material); ·
Vehicle movement in the site; ·
Construction activities at the nearby construction
sites of New Acute Hospital; and, ·
Road traffic along Shing Fung Road, Shing
Cheong Road, Cheung Yip Street, Kai Hing Road and Kwun Tong Bypass. |
KER 1 – Future
Residential Development at Kerry Godown |
|
KTD 2d – Next to
the SOR Office of Trunk Road T2 in Kai Tak Area |
·
Project related construction activities
(i.e., Loading and unloading of C&D material, crushing of material); ·
Vehicle movement in the site; and, ·
Non-project related construction activities
(i.e excavating work, Loading and unloading of C&D
wastes at the nearby construction site of Additional District Cooling System
at Kai Tak Development, Paul Y. Engineering.) |
CKL1 - Flat 121 Cha Kwo Ling Village |
Road Traffic along Cha Kwo Ling Road |
CKL2 - Flat 103 Cha Kwo Ling Village |
Road Traffic along Cha Kwo Ling Road |
|
2.19
The air monitoring data was compared with the predictions in Table 4.14
of EIA Report, AEIAR-174/2013 (as approved in 2013) as summarised in Table 2.6 for 24-hour TSP.
Table 2.6 Comparison of 24-hr TSP Monitoring Data
with Predictions in EIA Report
Monitoring Stations |
ASR ID |
Predicted Maximum 24-hr TSP Concentration in EIA Report (AEIAR-174/2013), μg/m3 |
Maximum 24-hr TSP Concentration in the Reporting Month |
KTD 1 - Centre of Excellence in Paediatrics (Children’s
Hospital) |
KTD3 |
126 |
60.6 |
KTD 2d – Next to
the SOR Office of Trunk Road T2 in Kai Tak Area |
N/A(1) |
N/A(1) |
57.4 |
KER 1 – Future Residential Development at Kerry Godown |
KTD6 |
169 |
79.2 |
CKL1 - Flat 121 Cha Kwo Ling Village |
N/A(1) |
N/A(1) |
82.4 |
CKL2 - Flat 103 Cha Kwo Ling Village |
N/A(1) |
N/A(1) |
80.1 |
Remarks:
(1)
No 24-hr TSP
concentration was predicted in EIA Report (AEIAR-174/2013)
2.20
In the reporting month the 24-hour TSP concentration at KTD1 & KER1
were lower than the prediction in the EIA Report, AEIAR-174/2013 (as approved in 2013). No Action and no Limit level
exceedance for 24-hour TSP was recorded in the reporting period.
3.1
According to the
EM&A Manual (AEIAR-174/2013), construction noise monitoring was
conducted to monitor the construction noise arising from the construction
activities. The regular monitoring frequency for each monitoring station shall
be on a weekly basis and conduct one set of measurements between 0700 and 1900
hours on normal weekdays. Appendix A
shows the established Action and Limit Levels for the environmental monitoring
works.
3.2
Noise monitoring was conducted at five designated monitoring stations,
namely KTD1, KTD2d, KER1, CKL1 and CKL2 in the reporting period. Table 3.1 and Figure 2 show the locations of these stations.
3.3
The monitoring location at Kai Tak area has been reviewed and updated to
obtain the data with higher representative based on several conditions, such as
distance between monitoring location and the sensitive receiver, non-project
related interference, obstruction to the construction works on site and the
power supply problem. The monitoring location KTD1a and KER1b has been updated
to KTD1 and KER1 respectively, where are the original location as proposed in
the EM&A manual (AEIAR-174/2013). And the monitoring location KTD2c was
remained unchanged after the aforementioned review. Monitoring location KTD2c
was then further relocated to KTD2d after the review of status and location of
monitoring station conducted in between February and March 2021.
Table 3.1 Noise
Monitoring Stations
Monitoring Stations |
Location |
KTD1 |
Centre of
Excellence in Paediatrics (Children’s Hospital) |
KTD2d |
Next to
the SOR Office of Trunk Road T2 in Kai Tak Area |
KER1 |
Future Residential Development at Kerry Godown |
CKL1 |
Flat 121
Cha Kwo Ling Village |
CKL2 |
Flat 103
Cha Kwo Ling Village |
|
3.4
Table 3.2 summarizes the monitoring
parameters, frequency and total duration of monitoring. The noise monitoring schedule is shown in Appendix B.
Table 3.2 Frequency
and Parameters of Noise Monitoring
Monitoring Stations |
Time Period |
Duration |
Frequency |
Parameter |
Measurement |
KTD1 |
0700-1900 hrs on normal weekdays |
30 minutes |
Once per
week |
L10(30
min.) dB(A) L90(30
min.) dB(A) Leq(30 min.) dB(A) |
Façade Measurement |
KTD2d |
Free Field Measurement |
||||
KER1 |
Free Field Measurement |
||||
CKL1 |
Free Field Measurement |
||||
CKL2 |
Free Field Measurement |
3.5
Integrating Sound Level Meter was used for impact noise monitoring. The
meters were Type 1 sound level meter capable of giving a continuous readout of
the noise level readings including equivalent continuous sound pressure level (Leq) and percentile sound pressure level (Lx)
that also complied with International Electrotechnical Commission Publications
651:1979 (Type 1) and 804:1985 (Type 1) specifications. Table 3.3
summarizes the noise monitoring equipment being used within the reporting
period. Copies of calibration certificates are attached in Appendix G.
Table 3.3 Noise Monitoring Equipment
Equipment |
Model
|
Quantity |
Integrating Sound Level Meter |
BSWA 308 (Serial no. 570183, 570187) |
2 |
Calibrator |
ST-120 (Serial no. 181001637) AWA6021A (Serial no. 1023253) |
2 |
3.6
The monitoring procedures are as follows:
·
The monitoring station was normally be at a
point 1m from the exterior of the sensitive receivers building façade and be at
a position 1.2m above the ground.
·
For free field measurement, the meter was positioned away from any
nearby reflective surfaces. All records for free field noise
levels were adjusted with a correction of +3 dB(A).
·
The battery condition was checked to ensure the correct
functioning of the meter.
·
Parameters such as frequency weighting, the time weighting and the
measurement time were set as follows:
-
Frequency weighting: A
-
Time weighting: Fast
-
Time measurement: 30 minutes
·
Prior to and after each noise measurement, the meter was calibrated
using a Calibrator for 94.0 dB at 1000 Hz. If the difference in the calibration level before and
after measurement was more than 1.0 dB, the measurement would be considered
invalid and repeat of noise measurement would be required after re-calibration
or repair of the equipment.
·
The wind speed was frequently checked with the portable wind meter.
·
At the end of the monitoring period, the Leq,
L90 and L10 were recorded. In addition, site conditions and noise
sources were recorded on a standard record sheet.
·
Noise monitoring would be cancelled in the presence of fog, rain, and
wind with a steady speed exceeding
3.7
The microphone head of the sound level meter and calibrator were cleaned
with a soft cloth at quarterly intervals.
3.8
The sound level meter and calibrator were checked and calibrated at
yearly intervals.
3.9
Immediately prior to and following each noise measurement the accuracy
of the sound level meter was checked using an acoustic calibrator generating a
known sound pressure level at a known frequency. Measurements were accepted as
valid only if the calibration levels from before and after the noise
measurement agree to within 1.0 dB.
3.10
Impact noise monitoring was conducted at five monitoring stations as
scheduled. The monitoring schedule is shown in Appendix B. No Action and Level exceedance was recorded for day
time construction noise monitoring in the reporting month.
3.11
Noise monitoring results and graphical presentations are shown in Appendix H.
3.12
According to field observations observed in the reporting period, the
major noise sources identified at the noise monitoring stations are shown in Table 3.4.
Table 3.4
Other Noise Source Identified during Noise Monitoring
Monitoring
Stations |
Major Noise Source |
KTD 1 |
·
Project related construction activities
(Loading and unloading of C&D waste, travel of vehicles, use of PME and
other plants, and other construction activities); ·
Vehicle movement in the site; ·
Road traffic along Shing Cheong Road; and, ·
Non-project related construction activities
at the nearby construction site of New Acute Hospital. |
KTD 2d |
·
Project related construction activities
(Loading and unloading of C&D waste, travel of vehicles, use of PME and
other plants, and other construction activities); ·
Vehicle movement in the site; and, ·
Non-project related construction
activities. (i.e excavating work, Loading and
unloading of C&D wastes at the nearby construction site of Additional
District Cooling System at Kai Tak Development, Paul Y. Engineering.) |
KER 1 |
·
Road traffic along Kai Hing Road. ·
Project related construction activities
(Travel of vehicles, use of PME and other plants, and other construction
activities) |
CKL1 |
Road
traffic along Cha Kwo Ling Road. |
CKL2 |
Road
traffic along Cha Kwo Ling Road |
3.13
The baseline noise level and the Noise Limit Level at each designated
noise monitoring station are presented in Table
3.5.
Table 3.5 Baseline Noise Level and Noise Limit
Level for Monitoring Stations
Monitoring Stations |
Baseline Noise Level, dB (A) |
Noise Limit Level, dB (A) (at 0700 – 1900 hrs on normal weekdays) |
KTD1 |
78 |
75 |
KTD2d |
64 |
|
KER1 |
65 |
|
CKL1 |
72.4 |
|
CKL2 |
71.4 |
3.14
The noise monitoring data was compared with the predictions in Table
5.13 of EIA Report (AEIAR-174/2013) as summarised in Table 3.6.
Table 3.6
Maximum Predicted Mitigated Construction Noise Levels in EIA Report
Monitoring Stations |
NSR ID |
Maximum Predicted Mitigated
Construction Noise Levels in EIA Report (AEIAR-174/2013), dB(A) |
Maximum
Construction
Noise Levels in the Reporting Month |
KTD1 - Centre of Excellence in Paediatrics
(Children’s Hospital) |
KTD1 |
74 |
74.3 |
KTD2d – Next to
the SOR Office of Trunk Road T2 in Kai Tak Area |
N/A(1) |
N/A(1) |
63.0 |
KER1 – Future Residential Development at Kerry
Godown |
KER1 |
75 |
69.0 |
CKL1 - Flat 121 Cha Kwo Ling Village |
CKL4 |
71 |
73.0 |
CKL2 - Flat 103 Cha Kwo Ling Village |
CKL5 |
69 |
75.0 |
Remarks: (1): No Maximum Predicted Mitigated Construction Noise
Levels was predicted in EIA Report (AEIAR-174/2013) |
3.15
The results at CKL1,CKL2 and KTD1 were higher than the maximum predicted
mitigated construction noise level in the EIA Report, AEIAR-174/2013 (as approved in 2013), this may be due to fluctuations of traffic
flow along the traffic flow along Cha Kwo Ling Road throughout the day and the non project related construction activities (New Acute
Hospital). Besides,
the result at KER1 were lower than the maximum predicted mitigated construction
noise level in the EIA Report. No Action and Limit Level exceedance were recorded in
the reporting period.
4.1
According to Section 4.3.1.1 of EM&A Manual
(AEIAR-174/2013), no water quality monitoring is required during the construction phase.
4.2
According to Section 4.3.1.5 of EM&A
Manual (AEIAR-174/2013), compliance site audits are to be
undertaken by the Engineer and ET and escorted by the Contractor to ensure that
a valid discharge license has been issued by the EPD prior to the discharge of
the effluent from the construction activities of the Project site. Monitoring of
the quality of the treated effluent from the works areas should be carried out
in accordance with the Water Pollution Control Ordinance (WPCO) license. The
audit results reflect whether the effluent quality is in compliance with the
discharge license requirements, the summaries of site audits are attached in Appendix I.
4.3
In the event of non-compliance the responsibilities of the relevant
parties is detailed in the Event / Action plan attached in Appendix J.
5.1
According to Section 5.3.1.1 of EM&A
Manual (AEIAR-174/2013), ET will be required to undertake
audit of good site practice for habitat protection as detailed below. The
summaries of site audits are attached in Appendix
I.
·
Avoid damage and disturbance to the remaining and surrounding natural
habitat;
·
Ensure placement of equipment is within designated areas within the
existing disturbed land;
·
Ensure construction activities are restricted to within the proposed
works boundary;
·
Ensure spoil heaps are be covered at all times;
·
Ensure that disturbed areas are reinstated immediately after completion
of the works; and
·
Ensure enhancement planting works undertaken.
6.1
According to Section 6.3.1.2 of EM&A Manual
(AEIAR-174/2013), no specific fisheries monitoring and audit programme is required
during the construction phase.
6.2
The implementation of the water quality mitigation measures stated in
the Water Quality Impact Assessment (Refer to Section 6 of the EIA Report (AEIAR-174/2013)) will be audited as part
of the EM&A procedures during the construction period and the details are
presented in Section 4.2 of this
Report. The summaries of site audits are attached in Appendix I.
7.1
According to the EM&A Manual (AEIAR-174/2013), a series of mitigation
measures were recommended to ameliorate the landscape and visual impacts of the
Project. The mitigation measures for construction stage are summarized in Table 7.1 below and provided in Appendix K:
Table 7.1
Construction Phase Landscape and Visual Mitigation Measures
ID No. |
Landscape and Visual
Mitigation Measure |
CM1 |
All
works shall be carefully designed to minimize impacts on existing landscape resources and visually
sensitive receivers. Existing trees within works area shall be retained and protected. |
CM2 |
Existing
trees of good quality and condition that are unavoidably affected by the
works should be transplanted. |
CM3 |
Not used. |
CM4 |
Not used. |
CM5 |
Large
temporary stockpiles of excavated material shall be covered with unobtrusive sheeting to prevent dust
and dirt spreading to adjacent landscape areas and vegetation, and to create a neat and tidy
visual appearance. |
CM6 |
Construction
plant and building material shall be orderly and carefully stored in order to create a neat and tidy
visual appearance |
CM7 |
Erection
of decorative screen hoarding should be designed to be compatible with the existing urban context. |
CM8 |
All
lighting in construction site shall be carefully controlled to minimize light pollution and night-time glare to
nearby residences and GIC user. The contractor shall consider other security measures, which shall
minimize the visual impacts. |
7.2
A specialist Landscape Sub-Contractor should be employed by the
Contractor for the implementation of landscape construction works and
subsequent maintenance operations during the establishment period. It is
proposed that the planting works will be on-site and the planting should be
completed during the construction contract. The monitoring of the planting
establishment should be undertaken for a 12 month period which could extend
throughout the Contractor’s one-year maintenance period, which will be within
the first operational year of the Project.
7.3
All measures undertaken by both the Contractor and the specialist
Landscape Sub-Contractor during the construction phase and first year of the
operational phase shall be audited by a Registered Landscape Architect (RLA),
as a member of the Environmental Team (ET), on a regular basis to ensure
compliance with the intended aims of the measures. To fulfil the aforementioned
requirements, on-site landscape and visual mitigation measures were audited by
RLA in the reporting month.
7.4
According to Section 7.3.1.2 of the EM&A Manual (AEIAR-174/2013),
site audits shall be undertaken at least once every two weeks throughout the
construction period to monitor and audit the timely implementation of landscape
and visual mitigation measures within the site boundaries of this Project.
7.5
The broad scope of the audit is detailed
below but should also be undertaken with reference to the more specific
checklist provided in Table 7.2. The summaries of site
audits are attached in Appendix I:
·
The extent of the
agreed works areas should be regularly checked during the construction phase.
Any trespass by the Contractor outside the limit of the works, including any
damage to existing trees and soft landscape areas shall be prohibited;
·
the progress of the
engineering works should be regularly reviewed on site to identify the earliest
practical opportunities for the landscape works to be undertaken;
·
all existing trees
and vegetation within the study area which are not directly affected by the
works are retained and protected;
·
the methods of
protecting existing vegetation proposed by the Contractor are acceptable and enforced;
·
preparation, lifting
transport and re-planting operations for any transplanted trees;
·
all landscaping works
are carried out in accordance with the specifications;
·
the planting of new
trees, shrubs, groundcover, climbers, ferns, grasses and other plans, together with the replanting of any transplanted
trees are carried out properly and
within the right season; and
·
all necessary
horticultural operations and replacement planting are undertaken throughout the Establishment Period to ensure the healthy
establishment and growth of both
transplanted trees and all newly established plants.
Table 7.2
Construction Phase Audit Checklist for Landscape and Visual
Mitigation
Measures
Area of Works |
Items to be Monitored |
Advance planting |
Monitoring of
implementation and maintenance of planting, and against possible incursion,
physical damage, fire, pollution, surface erosion, etc. |
Protection of all trees and existing soft landscape
areas to be retained |
Identification and demarcation of trees / vegetation to
be retained, erection of physical protection (e.g. fencing), monitoring
against possible incursion, physical damage, fire, pollution, surface
erosion, etc. |
Clearance of existing vegetation |
Identification and demarcation of trees / vegetation to
be cleared, checking of extent of works to minimise damage, monitoring of
adjacent areas against possible incursion, physical damage, fire, pollution,
surface erosion, etc. |
Pruning of trees |
Identification and demarcation of trees / vegetation to
be pruned, monitoring of extent of pruning to minimise damage, timing of
operations, implementation of all stages of preparatory and pruning works,
and maintenance of pruned vegetation, etc. |
Plant supply |
Monitoring of operations relating to the supply of
specialist plant material (including the collecting, germination and growth
of plants from seed) to ensure that plants will be available in time to be
used within the construction works. |
Soiling, planting, etc. |
Monitoring of implementation and maintenance of soiling
and planting works and against possible incursion, physical damage, fire,
pollution, surface erosion, etc. |
Site fencing and hoarding |
Implementation and maintenance, to ensure compliance
with agreed designs and check that it matches the surrounding environment and
does not cause visual intrusion. |
Architectural treatment of engineering works. |
Implementation and maintenance of mitigation measures,
to ensure compliance with agreed designs as applicable. |
Establishment Works |
Monitoring of implementation of maintenance operations
during Establishment Period. |
7.6
In the event of non-compliance the responsibilities of the relevant
parties is detailed in the Event / Action plan attached in Appendix J.
7.7
In the reporting month, no non-compliance of the landscape and visual
mitigation measures was recorded by RLA.
8.1
According to Section 8.3.1.1 of EM&A
Manual (AEIAR-174/2013), as a precautionary measure, it is
recommended that if any antiquity or supposed antiquity is discovered during
the course of the excavation works undertaken by the Contractor, the discovery
shall be reported to the AMO immediately and all necessary measures taken to
preserve it.
8.2
According to Section 8.3.1.2 of EM&A Manual (AEIAR-174/2013), no EM&A is required
during the construction and operational phase.
9.1
According to Section 9.3.1.1 of EM&A Manual (AEIAR-174/2013), the effective management
of waste arisings during the construction phase will be monitored through the
site audit programme. Regular audits and site inspections should be
carried out by the Engineer, ET and Contractor to ensure that the recommended
good site practices and other mitigation measures are implemented by the
Contractor.
The summaries of site audits are attached in Appendix I.
9.2
According to Sections 9.3.1.3 and 9.3.1.4 of EM&A Manual (AEIAR-174/2013), documents including licenses,
permits, disposal and recycling records should be reviewed and audited during
site audits for the compliance with the legislation and contract requirements
to ensure proper records are being maintained and procedures undertaken in accordance
with the Waste Management Plan.
9.3
With reference to the relevant handing records
of this Project, the quantities of different types of waste generated in the
reporting month are summarized and presented in the Appendix O.
10.1
Site audits were carried out on a weekly basis to monitor the timely
implementation of proper environmental management practices and mitigation
measures in the Project site. The summaries of site audits are attached in Appendix I.
10.2
Site audits for the each contract were conducted as follows.
·
ED/2018/04 – Site audit were conducted on 07, 14, 21 and 28 September
2023 in the reporting month. Site inspection of the IEC was conducted on 14
September 2023. No non-compliance was observed during the site audit.
·
ED/2020/03 – Site audit was conducted on 15 September 2023 in the
reporting month.
10.3
According to Environmental Permits, the approved EIA Reports (Register
No.: AEIAR-174/2013 and AEIAR-173/2013), and the EM&A Manuals of the
Project (AEIAR-174/2013 and
AEIAR-173/2013),
the mitigation measures detailed in the documents are recommended to be
implemented during the construction phase. An Environmental Mitigation
Implementation Schedule (EMIS) is provided in Appendix K.
10.4
The ET weekly site inspections were carried out during the reporting
month and the observations and recommendations are summarized in Table 10.1. Refer to Appendix I for the site inspection
summary reports in the reporting month.
Table 10.1 Observations and Recommendations of Site
Audit
Parameters |
Date |
Observations and
Recommendations |
Follow-up |
Air
Quality |
31 Aug 2023 |
More than
20 bags of cement should be covered or sheltered on top and 3 side. The used
cement bag should be disposed properly at WVB. |
The
contractor had covered the cement bags. |
14 Sep 2023 |
The cement
bags should be covered when not in used. |
The
contractor had covered the cement bags. |
|
21 Sep 2023 |
The cement
bags should be covered when not in used |
The cement
bags had been covered. |
|
28 Sep 2023 |
Water
spraying should be applied during rock breaking. |
To be
reported in the next reporting month. |
|
Noise |
N/A |
There was
no observation in the reporting period. |
N/A |
Water
Quality |
28
Sep 2023 |
Stagnant
water was observed in the tray (WVB). |
To be
reported in the next reporting month. |
Ecology |
N/A |
There was no observation in the reporting
period. |
N/A |
Landscape
and Visual |
N/A |
There was no observation in the reporting
period. |
N/A |
Waste/
Chemical Management |
31 Aug 2023 |
Drip tray should be provided to oil drum at
WVB. |
The contractor had removed the oil drum. |
7 Sep 2023 |
Drip tray should be provided for chemical
containers to prevent chemical leakage.
|
The contractor had removed the chemical containers. |
|
14 Sep 2023 |
Drip tray should be provided for chemical
containers to prevent chemical leakage.
|
The contractor had removed the chemical containers. |
|
14 Sep 2023 |
The waste containers were accumulated in
WVB. |
The contractor had removed the waste containers. |
|
21 Sep 2023 |
Drip tray should be provided for chemical
containers to prevent chemical leakage. |
The contractor had removed the chemical containers. |
|
Permits
/Licences |
N/A |
There was no observation in the reporting
period. |
N/A |
10.5
The Event and Action Plans for air quality, construction noise, and
landscape and visual are presented in Appendix
J.
Air Quality Monitoring
·
No Action and no Limit Level exceedance for 24-hour TSP monitoring was
recorded.
Construction Noise Monitoring
·
No Action and Limit Level exceedance was recorded in the reporting
month.
Landscape and Visual
·
No landscape and visual non-conformity was recorded.
10.6
According the Section 11.3.2.1 (c) of the EM&A Manual
(AEIAR-174/2013), status of required submission under EP-451/2013 during the
reporting period are summarized in Table
10.2.
Table 10.2 Status of Required Submission under
Environmental Permit
EP Condition |
Submission |
Submission Date |
EP-451/2013 |
||
Condition
2.3 |
Management
Organization of Main Construction Companies |
20 January 2020 |
Condition
2.4 |
Design
Drawing of the Project |
20 January 2020 |
Condition
2.5 |
Landscape
Mitigation Plan (Rev. F) |
25 November 2022 |
Condition
2.10 (a) |
Supplementary
Contamination Assessment Plan |
18 December 2015 |
Condition
2.10 (b) |
Supplementary
Contamination Assessment Report |
6 December 2016 |
Condition
3.3 |
Updated
Baseline Monitoring Report |
3 November 2020 |
Condition
3.4 |
Monthly
EM&A Report (August 2023) |
13 September 2023 |
11.1
The summaries of environmental complaint, warning, summon and
notification of successful prosecution for the Project is presented in Appendix L.
11.2
The summary of exceedance record in the reporting month is shown in Appendix M.
11.3
No non-conformity was recorded for landscape and visual inspections
conducted in the reporting month.
Tentative
construction programmes for the next three months are provided in Appendix N.
12.1 Major site activities
undertaken for the coming months and the key environmental issues are
summarized as follows:
Table 12.1 Summary Table for Site Activities and the
Key Environmental Issues in the next Reporting Period
Contract No. and Project Title |
Site
Activities (October 2023) |
Key Environmental Issues |
ED/2018/04 - Trunk Road T2 and
Infrastructure Works for Developments at South Apron |
1)
Depressed Road – Portal
Structure 2)
West Ventilation Building RC
Structure, ABWF, E&M 3)
South Apron Adit –RC Structure 4)
Launching Shaft / Cut &
Cover RC Structure 5)
Westbound TBM Tunnelling 6)
Eastbound TBM Tunnelling 7)
EB Service Gallery
Installation 8)
WB Service Gallery
Installation 9)
CP Tympanum Construction 10)
CP TBM Excavation 11)
Cross Passage Finishing 12)
Sub-sea Corbel Construction 13)
Sub-sea Crown Fire Board 14)
Sub-sea Road Level Fire
Board 15)
Sub-sea OHVD Soffit Fire
Board 16)
Sub-sea Parapet Installation 17)
SUS Remaining Internal Wall 18)
SUS OHVB In-situ Slab 19)
SUS Fire Board Road Level 20)
Tunnel Segment delivery 21)
Sub-sea OHVD Slab
Installation 22)
MiMEP
Installation |
·
Wheel washing bay at site exits; ·
Temporary noise barriers for PMEs; ·
Sedimentation tank for settling muddy water; and ·
Make sure open stockpiles are covered during rainstorm. |
ED/2020/03 - Trunk Road T2 - Traffic
Control And Surveillance System (TCSS) and Associated Works(1) |
N/A |
|
Notes: (1): No major construction work was undertaken during reporting month. N/A: Not applicable |
12.2
The tentative environmental monitoring schedule for the next three
months are shown in Appendix B.
13.1
This is the 43rd Monthly EM&A Report which presents the
EM&A works undertaken during the reporting month in accordance with the EM&A Manual (AEIAR-174/2013) and the requirement under
EP.
Air Quality Monitoring
13.2
No Action and no Limit Level exceedance was
recorded for 24-hour TSP monitoring in the reporting month.
Construction Noise Monitoring
13.3
No Limit Level exceedance was recorded for
day-time construction noise monitoring in the reporting month.
13.4
No Action Level exceedance was recorded in
the reporting month.
Site Audit
13.5
4 (Four) ET joint weekly environmental site inspections were conducted
for the Contact No. ED/2018/04 in the reporting month.
13.6
1 (One) ET joint environmental site inspections were conducted for the
Contact No. ED/2020/03 in the reporting month.
Complaint, Notification of Summons and
Successful Prosecution
13.7
No environmental complaint was received in the reporting month. No
notifications of summons and successful prosecutions were received in the
reporting month.
13.8
According to the environmental audit performed in the reporting month,
the following recommendations was made:
ED/2018/04
Air quality
·
The cement bags should be covered when not in
used.
·
More than
20 cement bags should be covered.
·
Water
spraying should be applied when conducting dust generating activities.
Water Quality
·
The stagnant water in the tray should be
removed regularly, make sure the drainage system should be well maintenance and
avoid water ponding.
Waste / Chemical Management
·
The drip tray should be provided for the
chemical container to avoid the chemical leakage.
·
The wasted chemical containers should be
disposed properly.