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
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 month
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-seventh
monthly EM&A Report presenting the EM&A works carried out during the
period between 1 and 30 June 2020. As informed by the Contractor, major activities in the
reporting period were:
Locations |
Site Activities |
Kai Tak |
·
Excavation and ELS installation at cut & cover tunnel,
depressed road and underpass; ·
Construction of New Right of Way; ·
Temporary Grouting; ·
Casting tunnel base slab and wall at Underpass and
ventilation adit; ·
Backfilling at Underpass |
Ma Tau Kok |
·
TTM implementation; ·
Pipe piling works for cut and cover tunnel; ·
Rock Excavation; ·
Shotcreting at the Access Shaft; ·
Laying of lighting ducts; ·
Rock dowels installation at Access Shaft. |
Kowloon Bay |
·
Excavation for Stage 1 underwater tunnel; ·
S5 Truss fabrication and installation; ·
Temporary Grouting; ·
Concrete packing between wailing and CPP Wall |
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
Two (2) noise-related complaints were received
in the reporting month. Based on the investigation result, the noise nuisance
from the construction site was minimized with the 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, two
action levels of construction noise were triggered, and the investigation
reports were finalized on 23 and 30 June 2020.
No
exceedance of Limit Level of noise was recorded in the reporting month.
Complaint, Notification of Summons and Successful Prosecution
Two (2)
complaints received by Environmental Protection Department for air and odour nuisance or noise and referred to the Contractor on 3
and 15 June 2020 for complaint investigation, the investigation reports were
finalized on 15 and 30 June 2020 respectively.
One (1)
complaint received by the Government Hotline “1823” for noise and referred to
the Contractor on 8 June 2020 for complaint investigation, the investigation
reports were finalized on 23 June 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; ·
Excavation and ELS installation at cut & cover tunnel
and depressed road; ·
Backfilling works and ELS removal at Underpass; ·
Dismantle of working platform; ·
ELS removal at Underpass. |
Ma Tau Kok |
·
TTM implementation; ·
Rock excavation; ·
Shotcretinig at the Access Shaft ·
Rock dowels installation at the Access Shaft ·
Pipe piling works for cut and cover tunnel; ·
Fresh water pipe installation works. |
Kowloon Bay |
·
Excavation for stage 1 underwater tunnel; ·
S5 - S6 ELS installation; ·
Temporary Grouting; ·
Backfilling and ELS removal works; ·
Blinding layer, base slab and wall construction; ·
Removal of gas pipe line. |
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 |
·
Excavation and ELS installation at cut & cover tunnel,
depressed road and underpass; ·
Construction of New Right of Way; ·
Temporary Grouting; ·
Casting tunnel base slab and wall at Underpass and
ventilation adit; ·
Backfilling at Underpass |
Ma
Tau Kok |
·
TTM implementation; ·
Pipe piling works for cut and cover tunnel; ·
Rock Excavation; ·
Shotcreting at the Access Shaft; ·
Laying of lighting ducts; ·
Rock dowels installation at Access Shaft. |
Kowloon
Bay |
·
Excavation for Stage 1 underwater tunnel; ·
S5 Truss fabrication and installation; ·
Temporary Grouting; ·
Concrete packing between wailing and CPP Wall |
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 |
Barging Point Operation at
Kai Tak Barging Point |
GW-RE0301-20 |
5 May 2020 |
4 Aug 2020 |
Valid |
Rock Breaking at Ma Tau Kok |
GW-RE0986-19 |
6 Dec 2019 |
1 Jun 2020 |
Superseded by GW-RE0436-20 |
General Works at Kai Tak |
GW-RE0436-20 |
2 Jun 2020 |
1 Dec 2020 |
Superseded by GW-RE0534-20 |
|
GW-RE0534-20 |
23 Jun 2020 |
21 Dec 2020 |
Valid on 23 Jun 2020 |
|
GW-RE1012-19 |
17 Dec 2019 |
12 Jun 2020 |
Valid until 12 Jun 2020 |
ELS Installation and
Excavation at Stage 1 Underwater Tunnel |
GW-RE0478-20 |
13 Jun 2020 |
12 Dec 2020 |
Valid on 13 Jun 2020 |
|
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 |
||||
EP/MD/20-143 |
16 Apr 2020 |
30 Jun 2020 |
Valid until 30 Jun 2020 |
Sediments requiring Type 1 - Open Sea Disposal |
Billing Account
for Construction Waste Disposal |
||||
7029909 |
22 Jan 2018 |
End of Project |
Account Active |
-- |
7031949 |
27 May 2020 |
26 Aug 2020 |
Account Active |
Billing Account for Disposal of Construction
Waste (by vessels) |
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 May 2020 |
12 June 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 |
20.0 |
13.2 – 27.1 |
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 |
60.2 |
57.4 – 62.2 |
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 |
61.6
– 67.8 |
75 |
E-N21a |
63.0
– 67.9 |
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 6.1.
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 6.1 Observations and Recommendations
of Site Audit
Parameters |
Date |
Observations and Recommendations |
Follow-up |
Air
Quality |
10 June 2020 |
· Improper shelter for grouting station was observed at Ma Tau Kok. The Contractor was reminded to improve the shelter
with adequate coverage before de-bagging, batching and mixing process. |
The item was rectified
on 16 June 2020. |
17 June 2020 |
Reminder: ·
The Contractor was
reminded to improve the shelter for grouting station at Ma Tau Kok for dust suppression. |
The item was rectified on 19
June 2020. |
|
Noise |
10 June
2020 |
· Drill rig was
observed without noise barrier at Ma Tau Kok. The
Contractor was reminded to erect the noise barrier on the engine part of
drill rig for noise screening. |
The item was rectified
on 12 June 2020. |
17
June 2020 |
Reminder: · The Contractor
was reminded to improve the noise barrier around the air compressor at Ma Tau
Kok. |
The item was rectified on 30
June 2020. |
|
Water
Quality |
3 June 2020 |
· Chemicals was observed stored without drip tray at Ma Tau Kok. The Contractor was reminded to provide proper
measure for chemical storage to prevent accidental spillage. |
The item was rectified
on 8 June 2020. |
·
Muddy water seepage
was observed outside the site boundary of Cover Walkway. The Contractor was
reminded to provide a proper bunding to prevent muddy water seepage. |
The item was rectified
on 4 June 2020. |
||
Reminder: ·
Contractor was
reminded to properly maintain the canvas to prevent silt material drop into
the sea at the Steel Platform. |
The item was rectified
on 5 June 2020. |
||
10 June 2020 |
·
Oil containers were observed stored without drip
tray at Kai Tak Barging Point. The Contractor was reminded to provide drip
tray for oil containers. |
The item was rectified
on 15 June 2020. |
|
17 June 2020 |
· Stagnant water
was observed inside the drip tray at Steel Platform and Ma Tau Kok. The Contractor was reminded to remove the stagnant
water which inside the drip tray to maintain the capacity for oil
interception. |
The item was rectified
on 22 June 2020. |
|
24 June 2020 |
· Inadequate
bunding for site surface runoff was observed at Ma Tau Kok
and Landing Step Area. The Contractor was reminded to improve the bunding to
prevent muddy water seepage. |
The item was rectified
on 30 June 2020. |
|
Waste/
Chemical Management |
10 June 2020 |
· Overflow of general refuse was observed at Kai Tak. The Contractor was
reminded to remove the general refuse regularly for site tidiness. |
The item was rectified
on 12 June 2020. |
17 June 2020 |
·
General refuse was
observed without proper handling at Kai Tak. The
Contractor was reminded to provide proper handling for general debris. |
The item was rectified on 23
June 2020. |
|
Land
Contamination |
Nil |
Nil |
Nil |
Landscape &
Visual |
Nil |
Nil |
Nil |
Permits/ Licenses |
Nil |
Nil |
Nil |
Table 7.1 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; ·
Excavation and ELS installation at cut & cover tunnel
and depressed road; ·
Backfilling works and ELS removal at Underpass; ·
Dismantle of working platform; ·
ELS removal at Underpass. |
Ma
Tau Kok |
·
TTM implementation; ·
Rock excavation; ·
Shotcretinig at the Access Shaft ·
Rock dowels installation at the Access Shaft ·
Pipe piling works for cut and cover tunnel; ·
Fresh water pipe installation works. |
Kowloon
Bay |
·
Excavation for stage 1 underwater tunnel; ·
S5 - S6 ELS installation; ·
Temporary Grouting; ·
Backfilling and ELS removal works; ·
Blinding layer, base slab and wall construction; ·
Removal of gas pipe line. |
Barging
Point |
·
Barging point operation (Spoil Disposal) |