Gammon
Construction Limited
Central
Kowloon Route
Works Contract HY/2014/07 –
Central
Kowloon Route – Kai Tak West
Monthly
EM&A Report for August 2020
[September 2020]
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Table of Contents
Page
2.......... Project Information
2.3 Construction Programme
and Activities
2.5 Status of
Environmental Licences, Notification and Permits
3.......... Environmental
Monitoring Requirements
3.1 Construction
Dust Monitoring
3.2 Construction
Noise Monitoring
3.3 Construction
Water Monitoring
4.......... Implementation Status of
Environmental Mitigation Measures
5.......... Monitoring Results
5.1 Construction
Dust Monitoring
5.2 Regular
Construction Noise Monitoring
6.......... ENVIRONMENTAL SITE INSPECTION AND
AUDIT
6.2 Summary of
Monitoring Exceedances
6.3 Summary of
Environmental Non-Compliance
6.4 Summary of
Environmental Complaints
6.5 Summary of Environmental
Summon and Successful Prosecutions
7.1 Construction
Programme for the Next Three Month
7.2 Key Issues for
the Coming Month
7.3 Monitoring
Schedule for the Coming Month
8.......... ConclusionS AND RECOMMENDATIONS
List of Tables
Table 2.1.......... Construction Activities
in the reporting month
Table 2.2.......... Contact Information of Key Personnel
Table 2.3.......... Status of Environmental Licenses, Notifications and Permits
Table 3.1 ........ Air Quality Monitoring Equipment
Table 3.2 ........ Location of Construction Dust Monitoring
Station
Table 3.3 ........ Noise Monitoring Parameters, Frequency and Duration
Table 3.4 ........ Noise Monitoring Equipment for Regular Noise
Monitoring
Table 3.5 ........ Noise Monitoring Stations during Construction Phase
Table 3.6 ........ Noise Monitoring Parameters, Frequency and Duration
Table 4.1.......... Status of Required
Submission under Environmental Permit
Table 5.1 ........ Summary of 24-hour TSP Monitoring Result in the Reporting Period
Table 5.2 ........ Summary of 1-hour TSP Monitoring Result in the Reporting Period
Table 5.3 ........ Summary of Construction Noise Monitoring Results in the Reporting Period
Table 6.1 ........ Observations and Recommendations of Site Audit
Table 7.1.......... Construction Activities
in the coming three months
List of Figures
Site Layout Plan |
|
Location of Air Quality Monitoring Station |
|
Locations of Noise Monitoring Station |
List of Appendices
Construction Programme |
|
Project Organization Structure |
|
Implementation Schedule of Environmental Mitigation
Measures |
|
Summary of Action and Limit Levels |
|
Calibration Certificates of Equipment |
|
EM&A Monitoring Schedules |
|
Air Quality Monitoring Results and their Graphical
Presentations |
|
Noise Monitoring Results and their Graphical
Presentations |
|
Event and Action Plan |
|
Cumulative Statistics on Complaints, Notification of
Summons and Successful Prosecutions |
|
Monthly Summary Waste Flow Table |
Central
Kowloon Route – Kai Tak West (CKR-KTW; Contract No. HY/2014/07) (hereafter called
“the Project”) covers part of the construction of the Central Kowloon Route (CKR).
The
Project comprises the follow works:
·
50x30m access shaft with noise enclosure at Ma Tau Kok
(MTK);
·
100m long cut-and-cover (C&C) tunnel at MTK;
·
Demolition and re-provisioning of MTK Public Pier;
·
160m long underwater tunnel (UWT) (Stage 1);
·
210m long UWT (Stage 2);
·
60m long C&C tunnel at Kai Tak;
·
130m long depressed road and 200m long underpass at Kai Tak;
·
390m long underground tunnel ventilation adit at
Kai Tak;
·
Seawall demolition and construction of new landing steps; and
·
Barging Point enclosure and conveyor system.
The EM&A programme commenced on 4 April 2018.The impact EM&A for the
Project includes air quality and noise monitoring.
This
is the twenty-ninth monthly EM&A Report presenting the EM&A works
carried out during the period between 1 and 31 August 2020. As informed by the Contractor, major
activities in the reporting period were:
Locations |
Site
Activities |
Kai Tak |
·
Casting
tunnel wall at underpass and ventilation adit; ·
Backfilling
at Underpass; ·
Removal
of ELS at underpass and depressed road; ·
Falsework
erection at underpass. |
Ma Tau Kok |
·
TTM
implementation; ·
Pipe
piling works for cut and cover tunnel; ·
Rock
Excavation; ·
Shotcreting
at the Access Shaft; ·
Fresh
water pipe installation works; ·
Backfilling
at Covered Walkway. |
Kowloon Bay |
·
Excavation
for Stage 1 underwater tunnel; ·
S5 and S6
Truss fabrication and installation; ·
Temporary
Grouting; ·
Concrete
packing between wailing and CPP Wall; ·
Blinding
layer and base slab construction; ·
Waterproofing
application. |
Barging Point |
·
Barging
point operation (Spoil Disposal) |
Breaches of Action and Limit Levels for Air Quality
All 24-hour TSP result was below
the Action and Limit Levels at all monitoring locations in the reporting month.
All 1-hour TSP result was
below the Action and Limit Levels at all monitoring locations in the reporting
month.
Breaches of Action and Limit Levels for Noise
Regular Noise Monitoring
One (1) ongoing noise-related
complaint in July 2020 was brought to August 2020. Based on the investigation
result from the finalized investigation report, proper implementation of
mitigation measures was conducted during the non-restricted hour and complied
with the condition of valid Construction Noise Permit during the restricted
hour. The complaint was finalized on 14 August 2020.
One (1) noise-related complaint
was received in the reporting month. Based on the investigation result from finalized
investigation report, proper implementation of mitigation measures during the
non-restricted hour and complied with the condition of valid Construction Noise
Permit during the restricted hour. Therefore, one action level of construction
noise was triggered, and the investigation report was finalized on 26 August
2020.
No exceedance of Limit Level of noise was recorded in the reporting
month.
Complaint, Notification of Summons and Successful
Prosecution
One (1) complaint received by Gammon Construction Limited for noise
on 8 August 2020. Furthermore, an additional information from the complainant
was received and updated by Gammon Construction Limited on 13 August 2020. The
investigation report for complaint was finalized 26 August 2020.
No notification of summons and successful prosecution were received in the
reporting month.
Reporting Changes
There
was no reporting change in the reporting month.
Future Key Issues
Key
issues to be considered in the next three months included:
Locations |
Site
Activities |
Kai Tak |
·
Base slab
and wall, roof slab construction at cut & cover, underpass and depressed
road; ·
Backfilling
works and ELS removal at cut & cover, underpass and depressed road; ·
Dismantle
of working platform; ·
ELS
removal at Underpass |
Ma Tau Kok |
·
TTM
implementation; ·
Rock
excavation; ·
Pipe
piling works for cut and cover tunnel; ·
Fresh
water pipe installation works; ·
Constrcution
of MTK east wall; ·
Constrcution
of traffic deck; ·
Covered
walkway construction. |
Kowloon Bay |
·
Excavation
for stage 1 underwater tunnel; ·
S6 ELS
installation; ·
Backfilling
and ELS removal works; ·
Blinding
layer, base slab and wall construction; ·
Removal of
gas pipe line; ·
Waterproofing
application |
Barging Point |
·
Barging
point operation (Spoil Disposal) |
·
Section 1: Introduction
·
Section 2: Project Information
·
Section 3: Environmental Monitoring Requirement
·
Section 4: Implementation Status of Environmental Mitigation Measures
·
Section 5: Monitoring Results
·
Section 6: Environmental Site Inspection and Audit
·
Section 7: Environmental Non-conformance
·
Section 8: Future Key Issues
·
Section 9: Conclusions and Recommendations
·
·
(a) construction of approximately 160m long cut-and-cover
tunnel and 370m long underwater tunnel between the tunnel section at Ma Tau Kok and the depressed road of the CKR within Kai Tak
Development;
(b) reconstruction of the seawall at Ma Tau Kok public pier, and the sloping seawall at the Former Kai
Tak Airport Runway;
(c) construction of approximately 125m long depressed road
and 200m long underpass of the CKR within Kai Tak Development;
(d) construction of approximately 360m long underground
tunnel ventilation adit of the CKR;
(e) reconstruction of Kowloon City Ferry Pier Public
Transport Interchange; and
(f) other associated works.
Table 2.1 Construction Activities in the reporting month
Locations |
Site Activities |
Kai Tak |
·
Casting
tunnel wall at underpass and ventilation adit; ·
Backfilling
at Underpass; ·
Removal
of ELS at underpass and depressed road; ·
Falsework
erection at underpass. |
Ma Tau Kok |
·
TTM
implementation; ·
Pipe
piling works for cut and cover tunnel; ·
Rock
Excavation; ·
Shotcreting
at the Access Shaft; ·
Fresh
water pipe installation works; ·
Backfilling
at Covered Walkway. |
Kowloon Bay |
·
Excavation
for Stage 1 underwater tunnel; ·
S5 and S6
Truss fabrication and installation; ·
Temporary
Grouting; ·
Concrete
packing between wailing and CPP Wall; ·
Blinding
layer and base slab construction; ·
Waterproofing
application. |
Barging Point |
·
Barging
point operation (Spoil Disposal) |
Table 2.2 Contact Information of Key Personnel
Party |
Role |
Position |
Name |
Telephone |
Fax |
Arup-Mott MacDonald Joint Venture |
Residential Engineer (ER) |
Engineer’s Representative |
Mr. Jeffrey Lau |
2268 3640 |
2268 3954 |
ERM |
Independent Environmental Checker (IEC) |
Independent Environmental Checker |
Ms. Mandy To |
2271 3313 |
2723 5660 |
Gammon |
Contractor |
Contracts Manager |
Mr. Alan Yan |
2516 8823 |
2516 6260 |
Environmental Manager |
Ms Michelle Tang |
9267 8866 |
|||
AECOM |
Contractor’s Environmental Team (ET) |
ET Leader |
Mr. Y T Tang |
3922 9392 |
2317 7609 |
Table 2.3 Status of Environmental Licenses, Notifications and Permits
Permit / License No.
/ Notification/ Reference No. |
Valid Period |
Status |
Remarks |
|
From |
To |
|||
Further Environmental Permit |
||||
FEP-01/457/2013/C |
28 Feb 2018 |
End of Project |
Valid |
-- |
Wastewater Discharge License |
||||
WT00030290-2018 |
22 Mar 2018 |
31 Mar 2023 |
Valid |
Ma Tau Kok |
WT00030668-2018 |
27 Apr 2018 |
30 Apr 2023 |
Valid |
Site Office at Kai Tak West |
WT00030358-2018 |
27 Apr 2018 |
30 Apr 2023 |
Valid |
Kai Tak West |
WT00030333-2018 |
27 Apr 2018 |
30 Apr 2023 |
Valid |
Barging Point at Portions 4B & 4C |
WT00030330-2018 |
27 Apr 2018 |
30 Apr 2023 |
Valid |
Kowloon Bay |
Construction
Noise Permit |
||||
GW-RE0108-20 |
6 Mar 2020 |
26 Aug 2020 |
Valid until
26 Aug 2020 |
Barging Point
Operation at Kai Tak Barging Point |
GW-RE0709-20 |
27 Aug 20 |
26 Feb 21 |
Valid on 27
Aug 2020 |
|
GW-RE0301-20 |
5 May
2020 |
4 Aug 2020 |
Valid
until 4 Aug 2020 |
Rock
Breaking at Ma Tau Kok |
GW-RE0603-20 |
4-Aug-20 |
3-Nov-20 |
Valid on 4
Aug 2020 |
|
GW-RE0534-20 |
23 Jun 2020 |
21 Dec 2020 |
Valid |
General
Works at Kai Tak |
GW-RE0478-20 |
13 Jun 2020 |
12 Dec 2020 |
Valid |
ELS
Installation and Excavation at Stage 1 Underwater Tunnel |
GW-RE0254-20 |
9 Apr 2020 |
30 Sep
2020 |
Valid |
Kai Tak
Haul Road |
Chemical Waste Producer
Registration |
||||
5118-247-G2347-47 |
30 Jan 2018 |
End of Project |
Valid |
-- |
5118-247-G2347-48 |
30 Jan 2018 |
End of Project |
Valid |
-- |
Marine Dumping Permit |
||||
- |
- |
- |
- |
- |
Billing Account for Construction Waste Disposal |
||||
7029909 |
22 Jan 2018 |
End of Project |
Account Active |
-- |
7031949 |
27 May 2020 |
26 Aug 2020 |
Expired on 26 Aug 2020 |
Billing Account for Disposal
of Construction Waste (by vessels) |
27 Aug 20 |
26 Nov 20 |
Renewed on 27 Aug 2020 |
||
Notification Under Air Pollution Control (Construction Dust) Regulation |
||||
429442 |
5 Jan 2018 |
5 Jul 2025 |
Notified |
-- |
Monitoring Requirements
Monitoring Equipment
Table 3.1 Air Quality Monitoring Equipment
Tisch Total Suspended Particulate Mass Flow Controlled High
Volume Air Sampler |
|
Calibration Kit (24-hour TSP) |
TISCH Environmental Orifice |
Portable direct reading dust meter |
Sibata Digital Dust
Monitor |
Monitoring Locations
Table 3.2 Location of Construction Dust Monitoring Station
Location |
Monitoring Station |
Description |
E-A14a [1] |
Block B of Merit Industrial Centre |
Rooftop (13/F) |
[1] The air
monitoring station proposed in the EM&A Manual (i.e. Wyler Gardens with ID:
E-A14) was not available for impact dust monitoring, therefore impact monitoring
was conducted at E-A14a as an alternative which was agreed by the ER, IEC and
EPD.
Monitoring Methodology
(a)
The HVS was installed in the vicinity of the air sensitive receivers. The following criteria were considered in the
installation of the HVS as far as practicable: -
(i)
A horizontal
platform with appropriate support to secure the sampler against gusty wind was
provided.
(ii)
Two samplers
should not be placed less than 2m apart from each other;
(iii)
The distance between
the HVS and any obstacles, such as buildings, was at least twice the height
that the obstacle protrudes above the HVS.
(iv)
A minimum of 2
meters separation from walls, parapets and penthouse for rooftop sampler.
(v)
A minimum of 2
meters separation from any supporting structure, measured horizontally is required.
(vi)
No furnace or
incinerator flues nearby.
(vii)
Airflow around
the sampler was unrestricted.
(viii)
The sampler was
located more than 20 meters from any dripline.
(ix)
Any wire fence
and gate, required to protect the sampler, did not obstruct the monitoring process.
(x)
Permission was
obtained to set up the samplers and access to the monitoring station.
(xi)
A secured supply
of electricity was obtained to operate the sampler.
(b)
Preparation of Filter Papers
(i)
Glass fibre filters,
G810 were labelled and sufficient filters that were
clean and without pinholes were selected.
(ii)
All filters were
equilibrated in the conditioning environment for 24 hours before weighing. The conditioning
environment temperature was around 25 °C and not variable by more than ±3 °C; the
relative humidity (RH) was < 50% and not variable by more than ±5%. A convenient
working RH was 40%.
(iii)
All filter papers
were prepared and analysed by ALS Technichem (HK) Pty Ltd., which
is a HOKLAS accredited laboratory and has comprehensive
quality assurance and quality control programmes.
(c)
Field Monitoring
(i)
The power supply was checked to ensure the HVS works properly.
(ii)
The filter holder
and the area surrounding the filter were cleaned.
(iii)
The filter holder
was removed by loosening the four bolts and a new filter, with stamped number
upward, on a supporting screen was aligned carefully.
(iv)
The filter was properly
aligned on the screen so that the gasket formed an airtight seal on the outer
edges of the filter.
(v)
The swing bolts
were fastened to hold the filter holder down to the frame. The pressure applied was sufficient
to avoid air leakage at the edges.
(vi)
Then the shelter
lid was closed and was secured with the aluminium strip.
(vii)
The HVS was warmed-up
for about 5 minutes to establish run-temperature conditions.
(viii)
A new flow rate
record sheet was set into the flow recorder.
(ix)
On site temperature
and atmospheric pressure readings were taken and the flow rate of the HVS was
checked and adjusted at around 1.3 m3/min, and
complied with the range specified in the EM&A Manual (i.e. 0.6-1.7 m3/min).
(x)
The programmable
digital timer was set for a sampling period of 24 hrs, and the starting time,
weather condition and the filter number were recorded.
(xi)
The initial
elapsed time was recorded.
(xii)
At the end of sampling,
on site temperature and atmospheric pressure readings were taken and the final
flow rate of the HVS was checked and recorded.
(xiii)
The final elapsed
time was recorded.
(xiv)
The sampled
filter was removed carefully and folded in half length
so that only surfaces with collected particulate matter were in contact.
(xv)
It was then
placed in a clean envelope and sealed.
(xvi)
All monitoring
information was recorded on a standard data sheet.
(xvii) Filters were then sent to ALS Technichem
(HK) Pty Ltd. for analysis.
(d)
Maintenance and Calibration
(i)
The HVS and its accessories
were maintained in good working condition, such as replacing motor brushes
routinely and checking electrical wiring to ensure a continuous power supply.
(ii)
HVSs were calibrated
using TE-5025A Calibration Kit upon installation and thereafter at bi-monthly
intervals.
(iii)
Calibration certificate of the TE-5025A Calibration Kit and the HVSs are provided in Appendix E.
(a)
Measuring
Procedures
The measuring procedures of
the 1-hour dust meter are in accordance with the Manufacturer’s Instruction
Manual as follows:
(i)
Turn the power on.
(ii)
Close the air collecting
opening cover.
(iii)
Push the “TIME SETTING”
switch to [BG]
(iv)
Push “START/STOP” switch to perform background measurement for 6 seconds.
(v)
Turn the knob at SENSI ADJ position
to insert the light scattering plate.
(vi)
Leave the equipment for 1
minute upon “SPAN CHECK” is indicated in the display.
(vii)
Push “START/STOP” switch to perform
automatic sensitivity adjustment. This measurement takes 1 minute.
(viii)
Pull out the knob and return it
to MEASURE position.
(ix)
Push the “TIME SETTING” switch
the time set in the display to 3 hours.
(x)
Lower down the air collection
opening cover.
(xi)
Push “START/STOP” switch to
start measurement.
(b)
Maintenance
and Calibration
(i)
The
1-hour TSP meter was calibrated at 1-year intervals against a continuous particulate
TEOM Monitor, Series 1400ab. Calibration certificates
of the Laser Dust Monitors are provided in Appendix E.
Monitoring Schedule
for the Reporting Month
Monitoring Requirements
Table 3.3 Noise Monitoring Parameters, Frequency and Duration
Parameter and Duration |
Frequency |
30-mins measurement at each monitoring station between 0700 and
1900 on normal weekdays. Leq, L10
and L90 would be recorded. |
At least once per week |
Table 3.4 Noise Monitoring Equipment for Regular Noise Monitoring
B&K (Model No. 2238) |
|
Acoustic Calibrator |
MVI (Model No. CAL21) |
Monitoring Locations
Table 3.5 Noise Monitoring Stations during Construction Phase
Location |
Monitoring Station |
Description |
Measurement |
E-N12a [1] |
19 Hing Yan Street |
Rooftop (9/F) |
Façade |
E-N21a [1] |
Block B of Merit Industrial Centre |
Rooftop (13/F) |
Free field [2] |
Notes:
[1] The noise monitoring stations
proposed in the EM&A Manual (i.e. Grand Waterfront Tower 3 with ID: E-N12
and Hang Chien Court Block J with ID: E-N21) were not
available for impact noise monitoring, therefore impact monitoring was conducted
at E-N12a and E-N21a as an alternative which was agreed by the ER, IEC and EPD.
[2] A correction of +3 dB(A) was made to the free field measurements.
Monitoring Parameters, Frequency and Duration
Table 3.6 Noise Monitoring Parameters, Frequency and Duration
Location |
Parameter and Duration |
Frequency |
E-N12a and E-N21a |
30-mins
measurement at each monitoring station between 0700 and 1900 on normal weekdays.
Leq, L10 and L90 would
be recorded. |
At least once per week |
Monitoring Methodology
(a)
The sound level
meter was set on a tripod at a height of 1.2 m above the ground.
(b)
Façade measurement
was made at E-N12a.
(c)
Free field measurements
was made at monitoring location E-N21a. A correction of
+3 dB(A) shall be made to the free field measurements.
(d)
The battery
condition was checked to
ensure the correct functioning of the meter.
(e)
Parameters such as
frequency weighting, the time weighting and the measurement time were set as follows:
(i)
frequency weighting:
A
(ii)
time weighting:
Fast
(iii)
time measurement:
Leq(30-minutes) during non-restricted
hours i.e. 0700 – 1900 on normal weekdays.
(f)
Prior to and
after each noise measurement, the meter was calibrated using the acoustic calibrator
for 94 dB(A) at 1000 Hz. If the difference
in the calibration level before and after measurement was more than 1 dB(A),
the measurement would be considered invalid and repeat of noise measurement
would be required after re-calibration or repair of the equipment.
(g)
During the
monitoring period, the Leq, L10
and L90 were recorded. In addition,
site conditions and noise sources were recorded on a standard record sheet.
(h)
Noise measurement
was paused during periods of high intrusive noise (e.g. dog barking, helicopter
noise) if possible. Observations were recorded when intrusive noise was unavoidable.
(i)
Noise monitoring
was cancelled in the presence of fog, rain, wind with a steady speed exceeding
5m/s, or wind with gusts exceeding 10m/s.
(a)
The microphone head of the sound level meter was cleaned with soft cloth at regular intervals.
(b)
The meter and calibrator were sent to the supplier or HOKLAS
laboratory to check and calibrate at yearly intervals.
(c)
Calibration certificates of the sound level meters and acoustic calibrators are provided in Appendix E.
Monitoring Schedule for the Reporting Month
Table 4.1 Status of Required Submission under Environmental Permit
EP Condition |
Submission |
Submission Date |
Condition 3.4 of |
Monthly EM&A
Report for July 2020 |
14 August 2020 |
Table
5.1 Summary
of 24-hour TSP Monitoring Result in the Reporting Period
ID |
Average (mg/m3) |
Range (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
E-A14a |
25.4 |
13.6 - 50.2 |
197.3 |
260 |
Table 5.2 Summary of 1-hour TSP Monitoring Result in the Reporting Period
ID |
Average (mg/m3) |
Range (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
E-A14a |
59.7 |
57.0 – 63.8 |
302.4 |
500 |
Table 5.3 Summary of Construction Noise Monitoring Results in the Reporting Period
ID |
Range, dB(A), Leq (30 mins) |
Limit Level,
dB(A), Leq (30 mins) |
E-N12a |
63.9 – 67.1 |
75 |
E-N21a |
63.9 – 67.3 |
75 |
l Excavation
profiles must be properly designed and executed.
l Stockpiling
site(s) shall be lined with impermeable sheeting and bunded. Stockpiles shall
be fully covered by impermeable sheeting to reduce dust emission.
l Excavation
and stockpiling should be carried out during dry season as far as possible to
minimise potentially contaminated runoffs from the Concerned Soil.
l Regular
site audit will be conducted under the Environmental Monitoring and Audit (EM&A)
programme to ensure the soil excavation, stockpiling and backfilling works are carried
out in accordance with this report. Findings
of the site audit will be presented in Table
7.1.
l The
truck transferring Concerned Soil shall be covered entirely by impervious
sheeting to ensure that the dusty materials do not leak from the truck.
Table 7.1 Observations
and Recommendations of Site Audit
Parameters |
Date |
Observations and Recommendations |
Follow-up |
Air Quality |
4 August 2020 |
Reminder: · The Contractor was reminded to replace the damaged
NRMM label on the excavator at Covered Walkway. |
The item was rectified on 10 August 2020. |
20 August 2020 |
· Proper NRMM label was not observed on the excavator at
Ma Tau Kok. The Contractor
was reminded to affix proper NRMM label on the excavator. |
The item was rectified on 22 August 2020. |
|
24 August 2020 |
·
Haul
road was observed to be dry at Steel Platform. The Contractor was reminded to
provide water spraying regularly for dust suppression. |
The item was rectified on 31 August 2020. |
|
Noise |
4 August 2020 |
Reminder: · The Contractor was reminded to erect the noise barrier properly for air
compressor at Ma Tau Kok. |
The item was rectified on 6 August 2020. |
Water Quality |
4 August 2020 |
· Minor muddy seepage was observed from the silt curtain
at the Steel Platform. The Contractor was reminded to
maintain the silt curtain properly. |
The item was rectified on 7 August 2020. |
12 August 2020 |
Reminder: ·
The
Contractor was reminded to store all chemical waste containers at MTK access
shaft into drip tray for preventing potential leakage. |
The item was rectified on 18 August 2020. |
|
20 August 2020 |
·
Stagnant
water was observed accumulated in the drip tray at Ma Tau Kok.
The Contractor was reminded to remove the stagnant water to resume the
capacity of drip tray. |
The item was rectified on 22 August 2020. |
|
24 August 2020 |
·
Chemicals were observed stored
without drip tray at Kai Tak. The Contractor was reminded to provide proper
measure for chemical storage. |
The item was rectified on 26 August 2020. |
|
· Residual silt was rested on the edge of barge at Steel Platform. The
Contractor was reminded to remove the residual silt to prevent dusty material
drop into waterbodies accidentally. |
The item was rectified on 25 August 2020. |
||
Waste/ Chemical Management |
Nil |
Nil |
Nil |
Land Contamination |
Nil |
Nil |
Nil |
Landscape & Visual |
Nil |
Nil |
Nil |
Permits/ Licenses |
Nil |
Nil |
Nil |
Table 8.1 Construction Activities in the coming three months
Locations |
Site Activities |
Kai Tak |
·
Base slab
and wall, roof slab construction at cut & cover, underpass and depressed
road; ·
Backfilling
works and ELS removal at cut & cover, underpass and depressed road; ·
Dismantle
of working platform; ·
ELS
removal at Underpass. |
Ma Tau Kok |
·
TTM
implementation; ·
Rock
excavation; ·
Pipe
piling works for cut and cover tunnel; ·
Fresh
water pipe installation works; ·
Constrcution
of MTK east wall; ·
Constrcution
of traffic deck; ·
Covered
walkway construction. |
Kowloon Bay |
·
Excavation
for stage 1 underwater tunnel; ·
S6 ELS
installation; ·
Backfilling
and ELS removal works; ·
Blinding
layer, base slab and wall construction; ·
Removal of
gas pipe line; ·
Waterproofing
application. |
Barging Point |
·
Barging
point operation (Spoil Disposal) |