TABLE OF CONTENTS
Page
1.4 Summary
of Construction Works
1.5 Summary
of EM&A Programme Requirements
2.4 Monitoring
Parameters, Frequency and Duration
2.6 Monitoring
Schedule for the Reporting Month
3.4 Monitoring
Parameters, Frequency and Duration
3.6 Monitoring
Schedule for the Reporting Month
4 ENVIRONMENTAL SITE INSPECTION AND AUDIT
4.2 Advice
on the Solid and Liquid Waste Management Status
4.3 Environmental
Licenses and Permits
4.4 Implementation
Status of Environmental Mitigation Measures
4.5 Summary
of Exceedances of the Environmental Quality Performance Limit
4.6 Summary
of Complaints, Notification of Summons and Successful Prosecutions
5.1 Construction
Programme for the Coming Month
5.2 Key
Issues for the Coming Month
5.3 Monitoring
Schedule for the Coming Month
6 ConclusionS AND RECOMMENDATIONS
List of
Tables
Table 1.1 Contact Information of Key Personnel
Table 2.1 Air
Quality Monitoring Equipment
Table 2.2 Locations
of Impact Air Quality Monitoring Stations
Table 2.3 Air
Quality Monitoring Parameters, Frequency and Duration
Table 2.4 Summary
of 1-hour TSP Monitoring Results in the Reporting Period
Table 2.5 Summary
of 24-hour TSP Monitoring Results in the Reporting Period
Table 3.1 Noise
Monitoring Equipment
Table 3.2 Locations
of Impact Noise Monitoring Stations
Table 3.3 Noise
Monitoring Parameters, Frequency and Duration
Table 3.4 Summary of Construction Noise Monitoring
Results in the Reporting Period
Table 4.1 Summary of Environmental Licensing and
Permit Status
Figures
Figure
1.1 General
Project Layout Plan
Figure 2.1 EM&A
Monitoring Locations
Figure 4.1 Environmental
Complaint Handling Procedures
List of Appendices
Appendix
A Project
Organization Structure
Appendix
B Construction
Programmes
Appendix C Implementation
Schedule of Environmental Mitigation Measures (EMIS)
Appendix D Summary of Action
and Limit Levels
Appendix E Calibration
Certificates of Monitoring Equipments
Appendix F EM&A
Monitoring Schedules
Appendix G Impact Air
Quality Monitoring Results and their Graphical Presentation
Appendix H Meteorological
Data for the Reporting Month
Appendix
I Impact
Daytime Construction Noise Monitoring Results and their Graphical Presentation
Appendix
K Site
Inspection Summaries
Appendix L Statistics
on Complaints, Notifications of Summons and Successful Prosecutions
The
proposed widening of Tolo Highway and Fanling Highway between Island House Interchange and Fanling (the Project) is a Designated Project under the
Environmental Impact Assessment Ordinance (Cap. 499) (EIAO) and is governed by an Environmental Permit (EP-324/2008)(EP) issued by EPD
on 23 December 2008.
Subsequently, EPD issued a Variation of Environmental Permit (EP-324/2008/A)
(VEP) on 31 January 2012.
The
Project aims to widen Tolo
Highway and Fanling Highway to dual 4-lane carriageway
in order to alleviate the current traffic congestion problems and to cope with
the increasing transport demands to and from the urban areas and also cross
boundary traffic.
The
construction works for this Project will be delivered in 2 stages i.e. Stage 1
(between Island House Interchange and Tai Hang) and Stage 2 (between Tai Hang
and Wo Hop Shek Interchange). The construction works
of Stage 1 were commenced on 23 November 2009 and will tentatively be completed
in March 2014. This report focuses on Stage 1 of the Project only.
The
construction phase of Stage 1 under the EP and the Environmental Monitoring and
Audit (EM&A)
programme for Stage 1 of the Project commenced on 23 November 2009. The impact
environmental monitoring and audit includes air quality and noise monitoring.
This report documents the
findings of EM&A works conducted in the period between 1 and 31 January
2014.
As informed by the Contract 1 Contractor (China State Construction Engineering (Hong Kong) Ltd.), construction activities in the reporting period were:-
- Temporary shoring, sheetpiling and excavation
- At-grade road construction
- Retaining wall construction
- Noise barrier footing construction
- Noise barrier panels installation
- Asphalt laying
- Installation of Drainage Pipes
The
construction works carried out by the Contract 2
Contractor (Gammon Construction Ltd.) in the reporting period were:-
- Condition survey of existing structures
- Setting up the temporary traffic arrangement
- Excavation of trial trenches to locate existing utilities
- Construction of haul road
- Construction of concrete profile barrier and beam barrier
- Construction of Pilecap / Spread footing of noise barriers / semi-noise enclosures
- Slope works, including installation of soil nails
- Noise barrier construction
- Modification of existing bridge structures
- Entrusted watermains works
- Sewer Installation
- Road and drainage works
- Landscaping works
There was no reporting change
required in the reporting month.
Breaches of Action and Limit Levels for Air
Quality
No exceedance of Action and Limit Level was recorded for
1-hour and 24-hour TSP monitoring in the reporting month.
Breaches of Action and Limit Levels for Noise
No Action Level exceedance of construction noise was recorded in the reporting month since no noise complaints related to 0700 ¨C 1900 hours on normal weekdays was received and followed by the Environmental Team in the reporting month.
No Limit Level exceedance
of construction noise was recorded in the reporting month.
Complaint, Notification of Summons and
Successful Prosecution
One (1) noise-related complaint was received on 13 January 2014 and followed up by the Environmental Team in January 2014. The summary of investigation is described in Sections 4.6.3 to 4.6.5.
One (1) air-and¨Cwater related complaint was received on 21 January 2014 and followed up by the Environmental Team in January 2014. The summary of investigation is described in Sections 4.6.6 to 4.6.8.
One (1) air-related follow-up complaint was received on 22 January 2014 and followed up by the Environmental Team in January 2014. The summary of investigation is described in Sections 4.6.9 to 4.6.11.
No notification of summons and successful prosecution was received in the reporting month.
Future Key Issues
Key
issues to be considered in the coming month included:-
- Properly store and label oils and
chemicals on site;
- Chemical, chemical waste and waste
management;
- Collection of construction waste
should be carried out regularly;
- Site runoff should be properly
collected and treated prior to discharge;
- Properly maintain all drainage
facilities and wheel washing facilities on site;
- Exposed slopes should be covered up
properly if no temporary work will be conducted;
- Suppress dust generated from
excavation, breaking and drilling activities, haul
road traffic and grout mixing;
- Quieter powered mechanical equipment
should be used;
- Closely check and replace the sound
insulation materials wrapped at the concrete breaker tip regularly;
- Better scheduling of construction
works to minimize noise nuisance; and
- Tree protective measures for all
retained trees should be well maintained.
1.1.1.
Tolo
Highway and Fanling Highway are expressways in the
North East New Territories connecting Sha Tin, Tai Po
and Fanling. These highways form a vital part of the
strategic Route 9, which links other major strategic routes to Shenzhen. At
present, this section of Route 9 is dual 3-lane carriageway. However, at
several major interchanges along this section of Route 9, the highway is only
dual-2 lane. Severe congestion is a frequent occurrence during peak periods,
particularly in the Kowloon bound direction.
1.1.2.
The objective of the Project ¡°Widening
of Tolo Highway / Fanling
Highway between Island House Interchange and Fanling¡±
is to widen Tolo Highway and Fanling
Highway to dual 4-lane carriageway in order to alleviate the current traffic
congestion problems and to cope with the increasing transport demands to and
from the urban areas and also cross boundary traffic.
1.1.3.
The Project is a designated project and
is governed by an Environmental Permit (EP-324/2008)(EP) issued by EPD on
23 December 2008. Subsequently, EPD issued a Variation of Environmental Permit
(EP-324/2008/A) (VEP) on 31 January 2012.
1.1.4.
The scope of the Project comprises mainly:-
(i) |
Widening
of a 5.7 km section of Tolo Highway and 3.0 km
section of Fanling Highway between Island House
Interchange and Wo Hop Shek Interchange from the
existing dual 3-lane to dual 4-lane, including construction of new vehicular
bridges; |
(ii) |
Widening
of interchange sections at Island House Interchange, Tai Po North
Interchange, and Lam Kam Road Interchange from dual 2-lane to dual 3-lane,
except Sha Tin bound carriageway at Tai Po North
Interchange, which is widened from 3-lane to 4-lane, including realignment of
various slip roads; |
(iii) |
Modification
and reconstruction of highways, vehicular bridges, underpasses and
footbridges. |
1.1.5.
The construction works for this Project
will be delivered in 2 stages i.e. Stage 1 (between Island House Interchange
and Tai Hang) and Stage 2 (between Tai Hang and Wo
Hop Shek Interchange). The construction works of Stage 1 commenced on 23
November 2009 and will tentatively be completed in March
2014; while the construction works of Stage 2 commenced on 21 November 2013. This report focuses on Stage 1 of the
Project only.
1.1.6.
The construction works for Stage 1 of
the Project will be implemented under 2 works contracts (Contract 1 and
Contract 2). Contract 1 covers the
section of Tolo Highway between Island House Interchange
and Ma Wo,
Contract 2 covers the section of Tolo Highway between
Ma Wo and Tai Hang.
1.1.7.
Hyder-Arup-Black
and Veatch Joint Venture (HABVJV) are appointed by Highways Department (HyD) as the consultants for the design and construction
assignment for the Tolo project under Agreement No.
CE 58/2000 Supplementary Agreement No. 3 (SA3) (i.e. the Engineer for the
Contracts).
1.1.8.
China State Construction Engineering
(Hong Kong) Ltd. (CSHK) was commissioned as the Contractor of Contract 1 of
Stage 1 of the Project, while Gammon Construction Limited (GCL) was
commissioned as the Contractor of Contract 2 of Stage 1 of the Project.
1.1.9.
AECOM Asia Co. Ltd. was employed by HyD as the Environmental Team (ET) to undertake the Environmental Monitoring and Audit (EM&A)
works for Stage 1 of the Project and Mott MacDonald Hong Kong Ltd. acts
as the Independent Environmental Checker (IEC) for the Contracts.
1.1.10.
The construction phase of Stage 1 under
the EP commenced on 23 November 2009.
1.1.11.
According to the updated EM&A Manual of Stage 1 of the Project, there is a need
of an EM&A programme including air quality and
noise monitoring. The EM&A programme for Stage 1
of the Project commenced on 23 November 2009.
Table 1.1 Contact Information of Key Personnel
Party |
Position |
Name |
Telephone |
Fax |
ER of Stage 1, Contract 1 (Hyder-Arup-Black & Veatch Joint Venture) |
Chief Resident Engineer /TOLO1 |
James Tsang |
9038 8797 |
26674000 |
ER of Stage 1, Contract 2 (Hyder-Arup-Black & Veatch Joint Venture) |
Chief Resident Engineer /TOLO2 |
Paul Appleton |
9097 5833 |
2653 2348 |
IEC of Stage 1 (Mott MacDonald Hong Kong Limited) |
Independent Environmental
Checker |
Terence Kong |
2828 5919 |
2827 1823 |
Contractor of Stage 1, Contract 1 (China State Construction
Engineering (Hong Kong) Limited) |
Site Agent |
Eddie Tang |
9863 7686 |
2667 5666 |
Environmental Officer |
Michael Tsang |
9277 4956 |
2667 5666 |
|
M L Lam |
9489 4641 |
2667 5666 |
||
Contractor of Stage 1, Contract 2 (Gammon Construction Limited) |
Site Agent |
John Chan |
3126 1202 |
2559 3410 |
Environmental Officer |
Thomson Chang |
9213
6569 |
2559 3410 |
|
Crispin Ao |
9223
8773 |
2559 3410 |
||
Jason Cheng |
9837
9323 |
2559 3410 |
||
ET of Stage 1 (AECOM Asia Company Limited) |
ET Leader |
Y T Tang |
3922 9393 |
3922 9797 |
- Temporary shoring, sheetpiling and excavation
- At-grade road construction
- Retaining wall construction
- Noise barrier footing construction
- Noise barrier panels installation
- Asphalt laying
- Installation of Drainage Pipes
- Condition survey of existing structures
- Setting up the temporary traffic arrangement
- Excavation of trial trenches to locate existing utilities
- Construction of haul road
- Construction of concrete profile barrier and beam barrier
- Construction of Pilecap / Spread footing of noise barriers / semi-noise enclosures
- Slope works, including installation of soil nails
- Noise barrier construction
- Modification of existing bridge structures
- Entrusted watermains works
- Sewer Installation
- Road and drainage works
- Landscaping works
- All monitoring
parameters;
- Monitoring
schedules for the reporting month and forthcoming months;
- Action and
Limit levels for all environmental parameters;
- Event / Action
Plan;
- Environmental
mitigation measures, as recommended in the Project EIA study final report; and
- Environmental
requirement in contract documents.
Table 2.1 Air Quality Monitoring Equipment
Equipment |
Brand
and Model |
Portable direct reading dust meter
(1-hour TSP) |
Sibata Digital Dust Monitor (Model No. LD-3
and LD-3B) |
High Volume Sampler |
Tisch Total Suspended Particulate Mass
Flow Controlled High Volume Air Sampler (Model No. TE-5170
& GMW-2310) |
Table 2.2 Locations
of Impact Air Quality Monitoring Stations
Monitoring Station |
Location |
Description |
AM1A |
3 Sheung Wun Yiu |
Ground
floor at the boundary outside Fan Sin Temple |
AM2 |
12 Shan
Tong New Village |
Ground
floor outside the premises |
AM3 |
Riverain
Bayside |
Roof of
the switch room |
AM4A |
168 Shek Kwu Lung Village |
Roof of
the switch room |
Table 2.3 Air
Quality Monitoring Parameters, Frequency and Duration
Parameter |
Frequency
and Duration |
1-hour TSP |
Three times every 6 days while the highest dust impact was expected |
24-hour TSP |
Once every 6 days |
(a)
The HVS was installed in the vicinity
of the air sensitive receivers. The
following criteria were considered in the installation of the HVS.
(i)
A horizontal platform with appropriate
support to secure the sampler against gusty wind was provided.
(ii)
The distance between the HVS and any
obstacles, such as buildings, was at least twice the height that the obstacle
protrudes above the HVS.
(iii)
A minimum of 2 meters separation from
walls, parapets and penthouse for rooftop sampler.
(iv)
A minimum of 2 meters separation from any supporting
structure, measured horizontally.
(v)
No furnace or incinerator flues nearby.
(vi)
Airflow around the sampler was
unrestricted.
(vii)
Permission was obtained to set up the samplers
and access to the monitoring stations.
(viii)
A secured supply of electricity was
obtained to operate the samplers.
(ix)
The sampler was located more than 20
meters from any dripline.
(x)
Any wire fence and gate, required to
protect the sampler, did not obstruct the monitoring process.
(xi)
Flow control accuracy was kept within
¡À2.5% deviation over 24-hour sampling period.
(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
(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 aluminum 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 1.1 m3/min, and complied
with the range specified in the updated 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 plastic
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)
5-point calibration of the HVS was
conducted using TE
(iii)
Calibration certificate of the HVSs are
provided in Appendix E.
(a)
Measuring Procedures
The measuring procedures of the
1-hour dust meter were 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.
(ii)
1-hour validation checking of the TSP
meter against HVS is carried out yearly at the air quality monitoring
locations.
Table 2.4 Summary
of 1-hour TSP Monitoring Results in the Reporting Period
|
Average (mg/m3) |
Range (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
AM1A |
81.6 |
74.6 ¨C 87.2 |
302.1 |
500 |
AM2 |
83.0 |
80.9 ¨C 86.3 |
301.9 |
500 |
AM3 |
82.0 |
78.4 ¨C 86.3 |
301.9 |
500 |
AM4A |
82.5 |
78.5 ¨C 86.4 |
302.3 |
500 |
Table 2.5 Summary of 24-hour
TSP Monitoring Results in the Reporting Period
|
Average (mg/m3) |
Range (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
AM1A |
70.5 |
32.2 ¨C 119.6 |
176.6 |
260 |
AM2 |
59.7 |
31.0 ¨C 121.8 |
178.6 |
260 |
AM3 |
55.3 |
7.7 ¨C 118.7 |
193.1 |
260 |
AM4A |
73.8 |
17.3 ¨C 130.3 |
198.5 |
260 |
Table 3.1 Noise
Monitoring Equipment
Equipment |
Brand and Model |
Integrated
Sound Level Meter |
Rion
NL-31 / B&K 2238 / B&K 2250-L |
Acoustic
Calibrator |
Rion
NC-73 |
Table 3.2 Locations
of Impact Noise Monitoring Stations
Monitoring Station |
Location |
Description |
NM1A |
168 Shek Kwu
Lung Village |
|
NM2 |
38 Ha Wun
Yiu |
1.2m from the ground floor free-field
of the village house |
NM3 |
Wong Shiu Chi Middle School |
|
NM4 |
Uptown Plaza |
1m from the exterior of the roof top
façade of Block 4 |
NM5 |
The Paragon |
|
NM6 |
PLK Tin Ka Ping Primary School |
1.2m ground floor free-field near the
entrance |
NM7 |
Riverain Bayside |
1m from the exterior of the roof
façade of the switch room |
Table
3.3 Noise
Monitoring Parameters, Frequency and Duration
Parameter |
Frequency
and Duration |
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 |
(a)
Façade measurements were made at all
monitoring locations, except monitoring stations NM2 and NM6.
(b)
The sound level meter was set on a
tripod at a height of
(c)
The battery condition was checked to
ensure the correct functioning of the meter.
(d)
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. 07:00 ¨C 1900 on normal weekdays; Leq(5-minutes) during restricted
hours i.e. 19:00 ¨C
23:00 and 23:00 ¨C 07:00 of normal weekdays, whole day of Sundays and Public
Holidays
(e)
Prior to and after each noise
measurement, the meter was calibrated using the acoustic calibrator for 94dB(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.
(f)
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.
(g)
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.
(h)
Noise monitoring was cancelled in the
presence of fog, rain, wind with a steady speed exceeding
(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.
Table 3.4 Summary of Construction Noise Monitoring Results in the Reporting
Period
|
Average, dB(A), Leq (30 mins) |
Range, dB(A), Leq (30 mins) |
Limit Level, dB(A), Leq (30 mins) |
NM1A |
61.7 |
60.3 ¨C 63.3 |
75 |
NM2 |
65.6 |
64.1 ¨C 67.3 |
75 |
NM3 |
62.6 |
61.4 ¨C 63.7 |
70/65# |
NM4 |
63.9 |
62.0 ¨C 66.1 |
75 |
NM5 |
62.8 |
53.7 ¨C 64.1 |
75 |
NM6 |
62.7* |
62.0 ¨C 63.4* |
70# |
NM7 |
58.3 |
57.7 ¨C 58.8 |
75 |
*+3dB(A) Façade correction included
Air Quality
Noise
Water Quality
Chemical and Waste Management
Landscape and Visual Impact
Miscellaneous
Air Quality
Noise
Water Quality
Chemical and Waste Management
Landscape and Visual Impact
Miscellaneous
Table 4.1 Summary of Environmental Licensing and Permit Status
Statutory Reference |
License/ Permit |
License or Permit No. |
Valid Period |
License/ Permit Holder |
Remarks |
|
From |
To |
|||||
EIAO |
Environmental
Permit |
EP-324/2008/A |
31/01/2012 |
N/A |
HyD |
Tolo Highway/Fanling
Highway between Island House Interchange and Ma Wo |
WPCO |
Discharge License
(Office) |
WT00005096-2009 |
03/12/2009 |
31/12/2014 |
CSHK |
Discharge at Site
Office |
Discharge License (Site) |
WT00005445-2009 |
15/12/2009 |
31/12/2014 |
CSHK |
Discharge of
Construction Runoff |
|
Discharge License
(Office) |
WT00006782-2010 |
25/06/2010 |
30/06/2015 |
GCL |
Discharge at Site
Office |
|
Discharge License
(Site) |
WT00007162-2010 |
09/08/2010 |
31/07/2015 |
GCL |
Discharge of
Construction Runoff |
|
WDO |
Chemical Waste
Producer Registration |
5213-727-C3249-46 |
25/09/2009 |
N/A |
CSHK |
Chemical waste
produced in Contract HY/2008/09 |
5213-722-G2347-18 |
18/05/2010 |
N/A |
GCL |
Chemical waste
produced in Contract HY/2009/08 |
||
WDO |
Billing
Account for Disposal of Construction Waste |
7009328 |
08/09/2009 |
N/A |
CSHK |
Waste disposal in
Contract HY/2008/09 |
7010320 |
02/03/2010 |
N/A |
GCL |
Waste disposal in
Contract HY/2009/08 |
||
NCO |
Construction Noise
Permit |
GW-RN0468-13 |
19/08/2013 |
23/01/2014 |
CSHK |
Routine Road Maintenance |
GW-RN0561-13 |
02/10/2013 |
01/04/2014 |
CSHK |
Modification of Sign Gantry_G11, G13,
G70, G73, G74, G75 & G76 |
||
GW-RN0766-13 |
14/12/2013 |
23/02/2014 |
CSHK |
Road Paving on Tolo
Highway between Ma Wo and NLKRB |
||
GW-RN0789-13 |
02/01/2014 |
31/03/2014 |
CSHK |
Construction works next to MTRC's
tracks protection zone |
||
GW-RN0801-13 |
28/12/2013 |
23/02/2014 |
CSHK |
Road Marking Alternation at Tolo Highway at |
||
GW-RN0807-13 |
29/12/2013 |
23/02/2014 |
CSHK |
Road pavement for Slip Road from Tolo Highway
to Tai Po Road near Yuen Chau Tsai |
||
GW-RN0810-13 |
31/12/2013 |
23/02/2014 |
CSHK |
Road Paving Reconstruction on |
||
GW-RN0812-13 |
03/01/2014 |
25/03/2014 |
CSHK |
Sign Gantry at Tolo
Highway between Yuen Chau Tsai and Ma Wo |
||
GW-RN0815-13 |
04/01/2014 |
23/02/2014 |
CSHK |
Road Marking Alternation at Tolo Highway between Ma Wo and
The Paragon |
||
GW-RN0819-13 |
06/01/2014 |
28/02/2014 |
CSHK |
Road Pavement at Island House on
Normal Weekdays |
||
GW-RN0822-13 |
11/01/2014 |
23/02/2014 |
CSHK |
Road Paving on Tolo
Highway between Grand Dynasty and The Paragon |
||
GW-RN0016-14 |
16/01/2014 |
28/02/2014 |
CSHK |
Road pavement for Slip Road from Tolo Highway
to Tai Po Road near Yuen Chau Tsai |
||
GW-RN0025-14 |
17/01/2014 |
28/02/2014 |
CSHK |
Road Pavement at Tolo Highway
between Wan Tau Tong Estate and Tai Po Road |
||
GW-RN0030-14 |
21/01/2014 |
28/02/2014 |
CSHK |
Installation of Sign Gantries G18 |
||
GW-RN0031-14 |
23/01/2014 |
01/03/2014 |
CSHK |
Road Resurfacing on Tolo Highway
between Ma Wo and Tai Po Road |
||
GW-RN0039-14 |
27/01/2014 |
26/07/2014 |
CSHK |
Construction wroks
at Island House Interchange |
||
GW-RN0058-14 |
29/01/2014 |
01/03/2014 |
CSHK |
Modification of Sign Gantries_G13-17,
66-68 & 70 |
||
GW-RN0064-14 |
29/01/2014 |
01/03/2014 |
CSHK |
Installation of Noise Barrier on
Kwong Fuk West Viaduct |
||
GW-RN0530-13 |
03/10/2013 |
02/02/2014 |
GCL |
Renewal of GW-RN0194-13 |
||
GW-RN0695-13 |
17/11/2013 |
12/05/2014 |
GCL |
General work and asphalt paving at Tolo Highway near Shek Kwu Lung
and Ma Wo (CH18.1 - 19.2) |
||
GW-RN0758-13 |
12/12/2013 |
27/02/2014 |
GCL |
General Works at a section of Tolo Highway near Parc
Versailles |
||
GW-RN0785-13 |
28/12/2013 |
27/02/2014 |
GCL |
Stitching Construction at Section of
Tolo Highway (Shatin
Bound) CH19 to CH18.8A |
||
GW-RN0786-13 |
19/12/2013 |
11/06/2014 |
GCL |
Renewal of GW-RN0484-13 |
||
GW-RN0795-13 |
24/12/2013 |
27/02/2014 |
GCL |
Erection of Sign Gantry at Tolo Highway (Fanling Bound) CH19.9 to CH20.1 near Lam Kam Interchange |
||
GW-RN0817-13 |
04/01/2014 |
28/02/2014 |
GCL |
Renewal of
GW-RN0637-13 |
||
GW-RN0006-14 |
12/01/2014 |
23/02/2014 |
GCL |
Lane Shifting at Tolo Highway CH19.8 - 17.95A near Ma Wo |
||
GW-RN0018-14 |
15/01/2014 |
28/02/2014 |
GCL |
Lane Shifting Works and Modification of Road Marking at Tolo Highway CH19.9 to CH20.3B |
||
GW-RN0022-14 |
17/01/2014 |
29/03/2014 |
GCL |
Installation of Sign Gantry G26 at Tolo Highway (Fanling Bound) CH19.55 to CH19.65B |
||
GW-RN0023-14 |
18/01/2014 |
28/02/2014 |
GCL |
Installation of Sign Gantry G25 at Tolo Highway (Fanling Bound) CH19.3 to CH19.5B |
||
GW-RN0037-14 |
28/01/2014 |
12/04/2014 |
GCL |
Erection of Sign Gantry G29 at Lam Kam Flyover (Fanling Bound) from CH21.0 to CH21.2B |
||
GW-RN0052-14 |
26/01/2014 |
23/02/2014 |
GCL |
Road Sections of Tolo Highway (South Bound) between Shek Kwu Lung and Dynasty View, Tai Po, New Territories |
||
GW-RN0057-14 |
29/01/2014 |
28/02/2014 |
GCL |
Tolo Highway (Fanling Bound) near Mun Shue Hang, Tai Po, New Territories |
A valid
Construction Noise Permit (CNP no.: GW-RN0815-13) has been obtained for the use
of certain specified Powered Mechanical Equipments (PMEs) and carrying out of
certain prescribed construction work at Tolo Highway
(Fanling Bound) between The Balmoral
and The Paragon near Tat Wan Road between 23:00 on Saturdays and 07:00 on
Sundays, subject to the conditions imposed in the CNP. All restricted hours
works were supervised by senior staff of the Contractor and Representatives of
the Engineer to ensure all CNP conditions were complied with. The list of
plants used during the construction works (provided by the Contractor and
confirmed by the Engineer) on 11 and 12 January 2014 was checked for
verification.
Notification had
been sent to the EPD on 9 January 2014 prior to the commencement of
construction works before the said works was carried out at 23:00 on 11 January
2014.
Other Advance
Notifications of Restricted-hour Construction Work to the EPD have also been
attached since the complaint is concerned with persistent construction noise emitted. The notifications were
sent to the EPD 2 days prior to the commencement of the said works.
The Contractor
notified the nearby residents in advance of the construction work by
disseminating a public notice to the estates management offices of the affected
residential buildings on 6 November 2013.
The warning
buzzer of the road miller used between 23:00 on 11 January 2014 and 00:30 on 12
January 2014 was enclosed that night to reduce noise impacts from the road
resurfacing works.
However, the
noise complaint is considered project-related.
Upon the receipt
of the complaint, there has not been road resurfacing works under the CNP no.:
GW-RN0815-13 being arranged at the same location at night since 11 and 12
January 2014.
Moreover, the
Contractor was urged to shorten the time of handling rubbles as much as
possible to minimize nuisance caused to the nearby residents. The Contractor has
been setting up permanent noise barriers at both sides of the section of the road
where road resurfacing works were carried out. Most of the noise barriers have
been erected. The Contractor was prompted to install the remaining permanent
noise barriers as soon as it can.
The Contractor
met Mr Chan Siu-kuen, The
Tai Po District Council Member, in the morning of 13 January 2014 to explain
their works and progress. Mr Chan agreed to contact
the complainant and the complainant has been satisfied with Mr
Chan¡¯s explanations.
According to the
Contractor, no further works in relation to CNP no.: GW-RN0607-13 is scheduled before
the CNP expires at 07:00 on 23 February 2014, even though the CNP permits such
prescribed use of the specified PMEs for a total of 6 nights during its
validity period.
There are still
outstanding works to be carried out at night in the coming months before the
South Bound of Tolo Highway is open. However, the
works will be less frequent and cause less impacts compared to those in
previous months. The Contractor was urged to comply with conditions of existing
and subsequent CNPs for future works and make advance notifications to the EPD
at least 48 hours before the scheduled commencement of works. The Contractor
was prompted to improve their management and schedule night works as early as
possible to prevent late notification. The Contractor was reminded to review the
current working method and implement noise mitigation measures so as to
minimize nuisance caused to sensitive receivers.
In addition, the
Contractor is advised to implement the mitigation measures as stated in
¡°Recommended Mitigation Measures¡± below:
-
Strictly comply with the requirements
of the approved CNP for works carried out in restricted hours;
-
Have better scheduling of works to
minimize noise nuisance;
-
Instruct the site workers to keep the
noise in minimum during construction works in restricted hours; and
-
Foster better public relations with
the sensitive receivers nearby.
Mitigation
measures have been implemented in relation to water quality impact when
construction activities are carried out. The measures include ensuring the
works areas are well paved by concrete and keeping the paved area clean by
sweeping to prevent mud and debris from depositing on the paved area. Besides,
temporary channels are set up to control runoff.
Mitigation
measures have been implemented in relation to dust control when construction
activities are carried out. The measures include ensuring the works areas are
well paved by concrete, wetting the breaking surfaces regularly for dust
suppression of concrete breaking works and providing wheel washing of vehicles
before vehicles leave the construction site.
With reference to
the monitoring results recorded on the day closest to the day of complaint at
the nearest EM&A monitoring station (AM4A- 168 Shek Kwu
Lung Village), the 24-hour TSP level on 22 January 2014 was 96.1
ug/m3, which is below the action level of 176.6
ug/m3. Besides, the average 1-hour TSP level on 22
January 2014 at AM4A was 85.8 ug/m3,
which is also below the action level of 302.3ug/m3.
The complaint was
received by the Contractor at around 2:15pm on 21 January 2014 and site
inspection was immediately carried out at 3 pm on the same day. Inspection was
conducted along the concerned carriageway and no muddy water or mud trails were
observed on both the carriageway and access gates. Moreover, referring to the
complainant¡¯s description, the Google earth image was capturing the condition
in April 2011, which is deviated from the current site situation. Although no
muddy water was observed on 21 January 2014 afternoon, the Contractor was urged
to monitor the road surfaces regularly and rectify whenever muddy water is observed
by sweeping to prevent mud and debris from depositing on paved road areas.
Nevertheless, the
complaint was considered project-related.
Therefore, the
Contractor is reminded to enhance the water quality impacts and dust mitigation
measures as stated in the ¡°Recommended Mitigation Measures¡± below:
-
Rectify the muddy water overflowing
and propose preventive measures for muddy runoff;
-
Review the methodology of collecting
the wheel washing water to prevent recurrence in the future;
-
Confirm
the implementation of dust mitigation measures during all construction and
dusty activities to minimize fugitive dust generation;
-
Maintain the frequency of
environmental supervision (by the Contractor) to regularly review the adequacy
and effectiveness of dust suppression measures to suit the construction
progress;
-
Inform the complainant before dusty
activities are carried out; and
-
Foster better public relations with
the sensitive receivers and complainants nearby.
-
Confirm
the implementation of dust mitigation measures (erection of tarpaulin
dust screens along the work areas W38-48, spraying water manually by workers and
sprinkler systems for the haul roads and exposed slopes at work areas W38-48,
covering non-working slopes by tarpaulin sheets within the work areas, covering
dusty materials carried in dump trucks within work areas W38-48) during all construction and dusty
activities to minimize fugitive dust generation;
-
Increase
the frequency of watering in the work areas (specially at the entrance of the construction site, and on site
haul roads and exposed slopes / areas in the work areas W38-48), so that site haul roads and exposed surfaces are in
a wet condition;
-
Cover the backfilling surface after
work;
-
Keep soil surfaces wet before loading
and unloading activities;
-
Maintain the frequency of the
environmental supervision (by the Contractor) to regularly review the adequacy
and effectiveness of dust suppression measures to suit the construction
progress;
-
Inform the complainant before dusty
activities (e.g. rock breaking, excavation, grouting and backfilling) are
carried out; and
-
Foster better public relations with
the sensitive receivers and complainants nearby.
- Temporary shoring, sheetpiling and excavation
- At-grade road construction
- Retaining wall construction
- Noise barrier footing construction
- Noise barrier panels installation
- Asphalt laying
- Installation of drainage pipes
- Condition survey of existing structures
- Setting up the temporary traffic arrangement
- Excavation of trial trenches to locate existing utilities
- Construction of haul road
- Construction of concrete profile barrier and beam barrier
- Construction of Pilecap / Spread footing of noise barriers / semi-noise enclosures
- Slope works, including installation of soil nails
- Noise barrier construction
- Modification of existing bridge structures
- Entrusted watermains works
- Sewer Installation
- Road and drainage works
- Landscaping works
- Properly store and label oils and chemicals on site;
- Chemical, chemical waste and waste management;
- Collection of construction waste should be carried out regularly;
- Site runoff should be properly collected and treated prior to discharge;
- Properly maintain all drainage facilities and wheel washing facilities on site;
- Exposed slopes should be covered up properly if no temporary work will be conducted;
- Suppress dust generated from excavation, breaking and drilling activities, haul road traffic and grout mixing process;
- Quieter powered mechanical equipment should be used;
- Closely check and replace the sound insulation materials wrapped at the concrete breaker tip regularly;
- Better scheduling of construction works to minimize noise nuisance; and
- Tree protective measures for all retained trees should be well maintained.
Air Quality
Impact
l The soil stockpiles should be
properly covered.
l The grouting
station should be properly sheltered as one of the dust control measures
Construction
Noise Impact
l Properly erect the temporary
noise barriers in accordance with the Environmental Permit requirement.
l Noisy operations should be
oriented to a direction away from sensitive receivers as far as possible.
l Sound insulation materials shall
be wrapped at the
breaker tip for concrete breaking works.
Water Quality
Impact
l Preventive measures should be
implemented to avoid the spread of mud trails on the public road.
l Silty effluent should be treated/desilted before
discharged. Untreated effluent should be prevented from entering public drain
channel.
l Proper drainage channels/bunds
should be provided at the site boundaries to collect/intercept the surface
run-off from works areas.
l Stagnant water accumulated
within works area should be removed.
Chemical and
Waste Management
l C&D materials and wastes,
general refuse should be sorted properly and removed timely.
l All chemical containers and oil
drums should be properly stored.
l All plants and vehicles on site
should be properly maintained to prevent oil leakage.
l All drain holes of the drip
trays utilized within works areas should be properly plugged to avoid any oil
leakage.
l Oil stains on soil surface and
empty chemical containers should be cleared and disposed of as chemical waste.
l Drip tray should be provided to prevent oil
leakage.
l Only the recycling materials
should be dumped into the appropriate recycling bins.
Landscape and
Visual Impact
l All retained trees should be
properly fenced off at the works area.