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
Months
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 December 2013; while construction programme of Stage 2 is currently under
review. 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 30 November
2012. 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;
-
Pile Cap Construction (Noise Barrier);
-
Installation of Soil Nails;
-
At-grade Road Construction;
-
Widening and Demolition of Central Dividers;
-
Retaining Wall Construction;
-
Bridge Deck Construction;
-
Noise Barrier Footing Construction;
-
Noise Barrier Panels Installation;
-
Asphalt Laying;
-
Installation of Drainage Pipes;
-
Modification of Edge coping; and
-
Demolition of Temperate bridge TB1 & TB2.
The
construction works carried out by the Contract 2
Contractor (Gammon Construction Ltd.) in the reporting period were:-
-
Condition survey of existing structures;
-
Excavation of trial trenches to locate existing utilities;
-
Ground investigation and predrilling;
-
Construction of haul road;
-
Extension of box culvert and subway;
-
Piling and structural works of bridges;
-
Construction of pilecap / spread footing of noise barrier / semi noise enclosure;
-
Slope works, including installation of soil nails;
-
Retaining wall construction;
-
Noise barrier construction;
-
Modification of existing bridge structures;
-
Entrusted watermains works; and
-
Sewer Installation.
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
Three (3) Action Level exceedances of construction noise were recorded in the reporting month, since three (3) noise related complaints were received and followed by 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
There were four
(4) complaints (included one (1) air related complaint and three (3) noise
related complaints) followed up by Environmental Team in
November 2012. Investigation was carried out. The findings, proposed mitigation
measures and follow-up site visit findings were submitted to all relevant
parties. Summary of investigation is described in Section 4.6.2.
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 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.
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 December 2013; while construction programme
of Stage 2 is currently under review. 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 |
Ken Cheung |
9803 5297 |
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 |
||
Ao Ho Fo |
9220 5848 |
2559 3410 |
||
ET of Stage 1 (AECOM Asia Company Limited) |
ET Leader |
Y T Tang |
3922 9393 |
2371 7609 |
-
Temporary Shoring, Sheetpiling and
Excavation;
-
Pile Cap Construction (Noise Barrier);
-
Installation of Soil Nails;
-
At-grade Road Construction;
-
Widening and Demolition of Central Dividers;
-
Retaining Wall Construction;
-
Bridge Deck Construction;
-
Noise Barrier Footing Construction;
-
Noise Barrier Panels Installation;
-
Asphalt Laying;
-
Installation of Drainage Pipes;
-
Modification of Edge coping; and
-
Demolition of Temperate bridge TB1 & TB2.
-
Condition survey of existing structures;
-
Excavation of trial trenches to locate existing utilities;
-
Ground investigation and predrilling;
-
Construction of haul road;
-
Extension of box culvert and subway;
-
Piling and structural works of bridges;
-
Construction of pilecap / spread footing of noise barrier / semi noise enclosure;
-
Slope works, including installation of soil nails;
-
Retaining wall construction;
-
Noise barrier construction;
-
Modification of existing bridge structures;
-
Entrusted watermains works; and
-
Sewer Installation.
-
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
±2.5% 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 |
81.8 |
76.5 – 84.9 |
302.1 |
500 |
AM2 |
81.9 |
78.4 – 86.3 |
301.9 |
500 |
AM3 |
82.4 |
77.5 – 87.4 |
301.9 |
500 |
AM4A |
81.9 |
78.4 – 85.5 |
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 |
47.8 |
18.4 – 83.1 |
176.6 |
260 |
AM2 |
42.3 |
10.5 – 66.6 |
178.6 |
260 |
AM3 |
41.9 |
13.3 – 60.8 |
193.1 |
260 |
AM4A |
62.3 |
15.9 – 90.7 |
198.5 |
260 |
Table 3.1 Noise
Monitoring Equipment
Equipment |
Brand and Model |
Integrated Sound Level
Meter |
Rion
NL-31 |
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 – 1900 on normal weekdays; Leq(5-minutes) during restricted
hours i.e. 19:00 – 23:00 and
23:00 – 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 |
62.3 |
60.5 – 63.7 |
75 |
NM2 |
65.5* |
62.2 – 67.9* |
75 |
NM3 |
63.2 |
61.9 – 64.7 |
70# |
NM4 |
65.3 |
63.5 – 67.0 |
75 |
NM5 |
62.4 |
56.9 – 64.5 |
75 |
NM6 |
62.4* |
57.9 – 63.9* |
70# |
NM7 |
60.0 |
57.2 – 63.0 |
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-RN0350-12 |
22/07/2012 |
13/01/2013 |
CSHK |
Modification of Sign Gantries along Tolo
Highway |
GW-RN0351-12 |
19/07/2012 |
18/01/2013 |
CSHK |
TB1&2 Construction |
||
GW-RN0417-12 |
28/08/2012 |
17/11/2012 |
CSHK |
Bridge 10A Deck Stitching |
||
GW-RN0415-12 |
30/08/2012 |
29/11/2012 |
CSHK |
Works next to MTRC’s Tracks |
||
GW-RN0434-12 |
13/09/2012 |
16/02/2013 |
CSHK |
Routine Road Maintenance |
||
GW-RN0462-12 |
25/09/2012 |
01/12/2012 |
CSHK |
Tree felling works at slip road from Tolo Highway to Tai Po Road |
||
GW-RN0463-12 |
04/10/2012 |
03/12/2012 |
CSHK |
Road Marking Alternation near Lam Kam
Railway Bridge and Tai Po Road |
||
GW-RN0464-12 |
27/09/2012 |
10/11/2012 |
CSHK |
Demolition of Portal Frame in TB1&2 |
||
GW-RN0461-12 |
27/09/2012 |
05/01/2013 |
CSHK |
Road Repaving Work at Tolo Highway near Island House Interchange |
||
GW-RN0478-12 |
04/10/2012 |
29/03/2013 |
CSHK |
Road Marking Alternation for slip road
from Tolo Highway to Yuen Shin Road |
||
GW-RN0476-12 |
07/10/2012 |
16/12/2012 |
CSHK |
Noise Barrier Installation at Tolo Highway near Shan Tong New Village |
||
GW-RN0510-12 |
27/10/2012 |
06/01/2013 |
CSHK |
Noise Barrier Installation at Slip Road from Tat Wan Road to Tolo Highway |
||
GW-RN0512-12 |
28/10/2012 |
06/01/2013 |
CSHK |
Tree Felling at slope along North Bound of Tolo
Highway near Shan Tong New Village and Tat Wan Road |
||
GW-RN0517-12 |
28/10/2012 |
09/12/2012 |
CSHK |
Noise Barrier Installation at Tolo Highway near Classical Garden |
||
GW-RN0515-12 |
03/11/2012 |
26/11/2012 |
CSHK |
Road Marking Alternation near W8 |
||
GW-RN516-12 |
24/10/2012 |
23/04/2013 |
CSHK |
Construction of W4 - NLKRB South Abutment |
||
GW-RN560-12 |
17/11/2012 |
31/01/2013 |
CSHK |
Demolition of Temporary Bridge (TB1&2) |
||
GW-RN0550-12 |
20/11/2012 |
02/03/2013 |
CSHK |
Road Marking Alternation Banyan West
Bridge |
||
GW-RN0564-12 |
29/11/2012 |
30/04/2013 |
CSHK |
Installation of Noise Barrier at Tolo
Highway near Yuen Shin Road |
||
GW-RN0565-12 |
22/11/2012 |
09/02/2013 |
CSHK |
Bridge 10A Deck Stitching |
||
GW-RN0566-12 |
30/11/2012 |
28/02/2013 |
CSHK |
Works next to MTRC's Tracks |
||
GW-RN0595-12 |
08/12/2012 |
06/01/2013 |
CSHK |
Road Marking Alternation at Tolo Highway
near Classical Garden |
||
GW-RN0297-12 |
15/06/2012 |
30/11/2012 |
GCL |
A section of Tolo
Highway (North bound) near Shek Lin Road, Tai Po |
||
GW-RN0330-12 |
29/08/2012 |
28/02/2013 |
GCL |
Tolo Highway and Fanling
Highway near Tai Po Tai Wo Road, Lam Kam Interchange
& Tai Wo Service Road West |
||
GW-RN0406-12 |
25/08/2012 |
03/11/2012 |
GCL |
Dismantle of Overhead Falsework Between Pier
5 and 6 |
||
GW-RN0398-12 |
27/08/2012 |
24/02/2013 |
GCL |
Construction fo Bridge 12A at Tolo Highway |
||
GW-RN0429-12 |
12/09/2012 |
10/11/2012 |
GCL |
Slip Road of Tai Po Tai Wo Road to Tolo Highway |
||
GW-RN0433-12 |
11/09/2012 |
23/11/2012 |
GCL |
NLKP1 Tower Crane Erection |
||
GW-RN0453-12 |
30/09/2012 |
23/12/2012 |
GCL |
Removal and painting of road marking at Tolo
Highway southbound |
||
GW-RN0493-12 |
15/10/2012 |
14/04/2013 |
GCL |
Construction of Bridge 15A |
||
GW-RN0492-12 |
09/10/2012 |
30/11/2012 |
GCL |
Renewal of GW-RN0297-12 with one additional powered mechanical
equipment |
||
GW-RN0529-12 |
04/11/2012 |
28/04/2013 |
GCL |
New Lam Kan Bridge Pier 4 and 5 |
||
GW-RN0546-12 |
20/11/2012 |
28/02/2013 |
GCL |
Removal of Existing Sign Gantry (Nsn45) at Fanling
Highway |
||
GW-RN0549-12 |
15/11/2012 |
28/02/2013 |
GCL |
Erection of Overhead Falsework Between NLKP9
and NLKP10 |
||
GW-RN0551-12 |
16/11/2012 |
10/03/2013 |
GCL |
Slip Road of Tai Po Tai Wo Road to Tolo Highway |
-
Strictly comply with the
requirements of the approved CNP for works carried out in restricted hours;
-
Propose to use of quality powered
mechanical equipments (QPME) for carrying out similar works in the future;
-
Review the feasibility of wrapping
up the buzzers of construction machineries under safety circumstance to
suppress the noise impact;
-
Better scheduling of works to
minimize noise nuisance;
-
Instruct the site workers to keep
the noise to minimum during road diversion works in restricted hours;
-
Review the possibility for
re-sequencing the execution of some remaining road works after completion of
the permanent noise barriers to act as a noise screen for mitigation of noise
nuisance from the road works; and
-
Foster better public relations with
the sensitive receivers nearby.
With reference to the monitoring results recorded on days near to the
day of complaint at the nearest EM&A monitoring station (AM1A- Sheung Wun Yiu), the 24-hour TSP level
on 6 November 2012 were found to be 83.1ug/m3, which were below the
action level of 176.6 ug/m3
Nevertheless,
the complaint was considered as project-related. Therefore, the Contractor is reminded to
enhance the dust mitigation as below:
-
Confirm the implementation of dust
mitigation measures (erection of tarpaulin dust screen along the work areas
W45-47, watering for the haul roads and exposed slopes at work areas NB31, W44
– W47, covering non-working slopes by tarpaulin sheets within work areas,
covering of dusty materials carrying in dump trucks within work areas W45-47) during
all construction / dusty activities to prevent any fugitive dust generation;
-
Increase the frequency of watering
in the work areas (e.g. the entrance of the construction site, site haul roads
and exposed slopes / areas in the work areas NB31, W44-47) to maintain the
surface of site haul roads and exposed surfaces in wet condition;
-
Extend the water spraying areas to
the exposed areas (near work area W45) nearby the residential flat of the complainant;
-
Cover the backfilling surface after
work;
-
Maintain soil surface wet before
loading and unloading activities;
-
Increase the frequency of the
environmental supervision (by the Contractor) to frequently review the adequacy
and effectiveness of dust suppression measures to suit the construction
progress;
-
Inform the complainant before dusty
activities to be carried out, such as rock breaking, excavation, grouting and
backfilling etc; and
-
Foster better public relations with
the sensitive receivers / the complainant nearby.
-
Dust screen was erected along the
site boundary at work area W45-47;
-
Impermeable dust screen was erected
along the work area W45-47;
-
Water spraying for site haul roads /
site areas was provided by worker;
-
Site haul road / site areas / exposed
areas were dampened;
-
Non-working slopes was covered by
tarpaulin sheets; and
-
Impermeable sheet was erected in
backfilling area at W47.
Besides, the Contractor’s site logs of
environmental supervision and records of communication between the Contractor
and Ma Wo’s residents were also checked. According to
the Contractor’s site logs of environmental supervision, the frequency of the
environmental supervision increased to 3 times per day. Dust suppression
measures were provided at work areas W44-47 and the deficiencies were also
rectified properly. No fugitive dust arising from the work area W45-47 was
observed.
-
Wrapping the breaker tip with proper
noise insulation materials during rock breaking works.
-
Wrapping the chain link of
sheet-pile machine.
-
Erecting movable noise barriers
fitted with noise adsorption materials for any noisy activities (e.g. breaking
activity).
-
Informing the nearby residents in
advance (at least one day) of any noisy works to be carried out in the morning.
The
matter will be followed-up in the next Monthly EM&A Report (December 2012).
-
Cease all construction activities at
site during restricted hours unless a valid Construction Noise Permit had been
obtained for the site areas; and
-
Apply for a Construction Noise
Permit if any construction work during restricted hours and strictly comply
with all conditions stipulated in CNP issued by EPD.
-
Temporary Shoring, Sheetpiling and
Excavation;
-
Pile Cap Construction (Noise Barrier);
-
Installation of Soil Nails;
-
At-grade Road Construction;
-
Widening and Demolition of Central Dividers;
-
Retaining Wall Construction;
-
Bridge Deck Construction;
-
Noise Barrier Footing Construction;
-
Noise Barrier Panels Installation;
-
Asphalt Laying;
-
Installation of Drainage Pipes;
-
Modification of Edge coping; and
-
Demolition of Temperate bridge TB1 & TB2.
-
Condition survey of existing structures;
-
Excavation of trial trenches to locate existing utilities;
-
Ground investigation and predrilling;
-
Construction of haul road;
-
Extension of box culvert and subway;
-
Piling and structural works of bridges;
-
Construction of pilecap / spread footing
of noise barrier / semi noise enclosure;
-
Slope works, including installation of soil nails;
-
Retaining wall construction;
-
Noise barrier construction;
-
Modification of existing bridge structures;
-
Entrusted watermains works; and
-
Sewer Installation.
-
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 All plants on
site should be properly maintained to avoid dark smoke emission.
l All vehicles should be washed to remove any
dusty materials before leaving the site.
l Haul roads should be sufficiently dampened
to minimize fugitive dust generation.
l Wheel washing facilities should be properly
maintained to ensure properly functioning.
l Temporary exposed slopes and open stockpiles
should be properly covered.
l Enclosure should be erected for cement
mixing operations.
l Provide water spraying
to suppress fugitive dust for any dusty construction activity.
Construction Noise Impact
l Properly erect the temporary noise barriers
in accordance with the Environmental Permit requirement.
l Noise barriers should be closely packed and
properly aligned to ensure effective noise reduction.
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.
l Noise Emission Label (NEL) shall be affixed
to the air compressor and hand-held breaker operating within works area.
l Better scheduling of construction works to
minimize noise nuisance.
Water Quality Impact
l Silt, debris and leaves accumulated at
public drains, wheel washing bays and perimeter u-channels and desilting facilities should be cleaned up regularly.
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 Exposed slopes and stockpiles should be
covered up properly during rainstorm.
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.
Landscape and Visual
Impact
l All retained trees should be properly fenced
off at the works area.