Table of Contents
1.1 Background
1.2 Scope
of Report
1.3 Organization
Structure
1.4 Summary
of Construction Works
2.1 Air
quality
2.2 Noise
Monitoring
2.3 Water
Quality Monitoring
2.4 Dolphin
monitoring
2.5 Coral
Monitoring
2.6 EM&A
Site inspection
2.7 Waste
Management Status
2.8 Environmental
Licenses and Permits
2.9 Implementation
Status of Environmental Mitigation Measures
2.10 Summary
of Exceedances of the Environmental Quality Performance Limit
2.11 Summary
of Complaints, Notification of Summons and Successful Prosecutions
3.1 Construction
Programme for the Coming Months
3.2 Key
Issues for the Coming Month
3.3 Monitoring
Schedule for the Coming Month
4 Conclusions
and recommendations
4.1 Conclusions
List
of Tables
Table 1.1 |
|
Table 2.1 |
|
Table
2.2 |
|
Table
2.3 |
Summary
of 1-hour TSP Monitoring Results in the Reporting Period |
Table
2.4 |
Summary
of 24-hour TSP Monitoring Results in the Reporting Period |
Table
2.5 |
|
Table 2.6 |
|
Table
2.7 |
Summary
of Construction Noise Monitoring Results in the Reporting Period |
Table 2.8 |
Locations of Impact Water Quality Monitoring
Stations and its Corresponding Monitoring
Requirements |
Table 2.9 |
|
Table 2.10 |
|
Table 2.11 |
|
Table 2.12 |
|
Table 2.13 |
|
Table 2.14 |
Specific Observations Identified during the Weekly
Site Inspections in this Reporting Month |
Table 2.15 |
Quantities of Different Waste Generated in the
Reporting Period |
Table 2.16 |
List
of Figures
Figure 1.1 |
|
Figure 1.2 |
General Layout Plan of
Contract No. HY/2012/07 - Viaducts A, B, C, D, E & F |
Figure 1.3 |
|
Figure 1.4 |
|
Figure 2.1 |
|
Figure 2.2 |
|
Figure 2.3 |
|
Figure 2.4 |
|
Figure 2.5 |
Locations of Dolphin Sightings during Impact Dolphin
Monitoring Survey |
Figure 2.6 |
List
of Appendices
Appendix A |
|
Appendix B |
|
Appendix C |
Implementation Schedule
of Environmental Mitigation Measures (EMIS) |
Appendix D |
|
Appendix E |
|
Appendix F |
|
Appendix G |
Impact Air Quality Monitoring Results and
Graphical Presentation |
Appendix H |
|
Appendix I |
|
Appendix J |
Impact Water Quality Monitoring Results and
Graphical Presentation |
Appendix K |
|
Appendix L |
|
Appendix M |
|
Appendix N |
Under
Contract No. HY/2012/07,
Gammon Construction Limited (GCL) is commissioned by the Highways Department (HyD) to undertake the design and construction of the Southern
Connection Viaduct Section of the Tuen Mun ¡V Chek Lap Kok Link Project (TM-CLK Link Project) while AECOM
Asia Company Limited was appointed by HyD as the
Supervising Officer. For
implementation of the environmental monitoring and audit (EM&A) programme under the Contract, ERM-Hong Kong, Limited (ERM)
has been appointed as the Environmental Team (ET). ENVIRON Hong Kong Ltd. was employed by
the HyD as the Independent Environmental Checker
(IEC) and Environmental Project Office (ENPO) in accordance with Environmental Permit No. EP-354/2009/A. Another application for variation of
environmental permit (VEP) (EP-354/2009/B)
was granted on 28 January 2014.
The
construction phase of the Contract commenced on 31 October 2013 and will
tentatively be completed by 2018.
The impact monitoring of the EM&A programme,
including air quality, noise, water quality and marine ecological monitoring as
well as environmental site inspections, commenced on 31 October 2013.
This is the Eleventh
Monthly EM&A report presenting the EM&A works carried out during the
period from 1 to 30 September 2014 for the Southern Connection
Viaduct Section in accordance with the Updated EM&A Manual of the
TM-CLK Link Project. As informed by the Contractor, major
activities in the reporting period included:
Land-Based
Works
¡P
Construction of pile cap superstructure of Viaduct B;
¡P
Fence installation and relocation of Area 2, Viaduct
A, B, C & D;
¡P
Land Piling at Viaduct B & C;
¡P
Piling platform installation for Viaduct B, C, D &
E;
¡P
Additional land GI, trial pits & lab testing
¡P
Utility surveys; and
¡P
Slope work of Slope 9SE-B/C8, 9SE-B/C9 & 9SE-B/F9
Marine-based
Works
¡P
Construction of Pile caps at Viaduct B;
¡P
Marine piling platform installation;
¡P
Marine Piling at Viaduct B & E;
¡P
Marine piling platform installation for Viaduct D; and
¡P
Additional marine ground investigation (GI) and
laboratory testing.
A summary of
monitoring and audit activities conducted in the reporting period is listed
below:
24-hour TSP
monitoring 6
sessions
1-hour TSP
monitoring 6
sessions
Noise
monitoring 6
sessions
Impact Water
Quality Monitoring 11
sessions
Impact Dolphin
Monitoring 2
sessions
Joint
Environmental site inspection 5
sessions
Breaches of Action and Limit Levels for Air Quality
No exceedance
of Action and Limit Levels was recorded for construction air monitoring in the
reporting month.
Breaches of Action and Limit Levels for Noise
No exceedance
of Action and Limit Levels was recorded for construction noise monitoring in
the reporting month.
Breaches of Action and Limit Levels for Water Quality
No exceedance
of Action and Limit Levels was recorded for impact water quality monitoring in
the reporting month.
Impact Dolphin Monitoring
During
this month of dolphin monitoring, no unacceptable impact from the construction activities
of the TM-CLKL Southern Connection Viaduct Section on Chinese White Dolphins
was noticeable from general observations.
Due to monthly variation in dolphin occurrence within the study area, it
would be more appropriate to draw conclusion on whether any impacts on dolphins
have been detected related to the construction activities of the TM-CLKL
Southern Connection Viaduct Section in the quarterly EM&A reports, where
comparison on distribution, group size and encounter rates of dolphins between
the quarterly impact monitoring period and baseline monitoring period will be
made.
Daily
marine mammal exclusion zone monitoring was undertaken. No sighting of the Indo-Pacific humpback
dolphin Sousa chinensis
(i.e. Chinese White Dolphin) was recorded in September 2014 during the exclusion
zone monitoring.
Coral Monitoring
No Post-Translocation Coral Monitoring was
conducted in the reporting month.
Environmental Complaints, Non-compliance & Summons
No environmental
complaint, notification of summons and successful prosecution was received in
the reporting month.
Reporting Change
There was no
reporting change required in the reporting period.
Upcoming Works for the Next Reporting Period
Works to be
undertaken in the next monitoring period of October 2014 include the following:
Marine
Works
¡P
Construction of Pile caps at Viaduct B;
¡P
Marine piling platform installation;
¡P
Marine Piling at Viaduct B, D & E; and
¡P
Additional marine ground investigation (GI) and
laboratory testing.
Land-based
Works
¡P
Construction of pile cap superstructure of Viaduct B;
¡P
Fence installation and relocation of Area 2,
Viaducts A, B, C & D;
¡P
Land Piling at Viaduct B;
¡P
Piling platform installation for Viaducts B, C, D &
E;
¡P
Additional land GI, trial pits & lab testing;
¡P
Utility surveys; and
¡P
Slope work of Slope 9SE-B/C8, 9SE-B/C9 &
9SE-B/F9.
Future
Key Issues
Potential
environmental impacts arising from the above upcoming construction activities
in the next reporting month of October 2014 are mainly associated with dust, noise,
marine water quality, marine ecology and waste management issues.
According to
the findings of the Northwest New Territories (NWNT) Traffic and Infrastructure
Review conducted by the Transport Department, Tuen Mun Road, Ting Kau Bridge, Lantau
Link and North Lantau Highway would be operating beyond capacity after
2016. This forecast has been based
on the estimated increase in cross boundary traffic, developments in the
Northwest New Territories (NWNT), and possible developments in North Lantau,
including the Airport developments, the Lantau Logistics Park (LLP) and the
Hong Kong ¡V Zhuhai ¡V Macao Bridge (HZMB).
In order to cope with the anticipated traffic demand, two new road
sections between NWNT and North Lantau ¡V Tuen Mun ¡V Chek Lap Kok Link (TM-CLKL) and Tuen Mun Western Bypass (TMWB) are proposed.
An
Environmental Impact Assessment (EIA) of TM-CLKL (the Project) was prepared in
accordance with the EIA Study Brief (No. ESB-175/2007) and
the Technical Memorandum of the
Environmental Impact Assessment Process (EIAO-TM). The
EIA Report was submitted under the Environmental Impact Assessment Ordinance
(EIAO) in August 2009. Subsequent
to the approval of the EIA Report (EIAO Register Number AEIAR-146/2009), an
Environmental Permit (EP-354/2009) for TM-CLKL was granted by the Director of
Environmental Protection (DEP) on 4 November 2009, and EP variation
(EP-354/2009A) was issued on 8 December 2010.
Under
Contract No. HY/2012/07,
Gammon Construction Limited (GCL) is commissioned by the Highways Department (HyD) to undertake the design and construction of the
Southern Connection Viaduct Section of TM-CLKL (¡§the Contract¡¨) while AECOM
Asia Company Limited was appointed by HyD as the
Supervising Officer. For
implementation of the environmental monitoring and audit (EM&A) programme under the Contract, ERM-Hong Kong, Limited (ERM)
has been appointed as the Environmental Team (ET). ENVIRON Hong Kong Ltd. was employed by HyD as the Independent Environmental Checker (IEC) and
Environmental Project Office (ENPO) in accordance with Environmental Permit No. EP-354/2009/A. Another application for variation of
environmental permit (VEP) (EP-354/2009/B)
was granted on 28 January 2014.
The
organization structure of the Contract is shown in Appendix A.
The key personnel contact names and
contact details are summarized in Table
1.1 below.
Table 1.1 Contact
Information of Key Personnel
Party |
Position |
Name |
Telephone |
Fax |
HyD
(Highways Department) |
Project
Coordinator |
Stanley Chan |
2762 3406 |
3188 6614 |
|
Senior
Engineer |
Steven Shum |
2762 4133 |
3188 6614 |
SOR (AECOM Asia
Company Limited) |
Chief
Resident Engineer |
Daniel Ip |
3553 3800 |
2492 2057 |
|
Resident
Engineer |
Kingman Chan |
3691 3950 |
3691 2899 |
ENPO / IEC (ENVIRON
Hong Kong Ltd.) |
ENPO Leader |
Y.H. Hui |
3465 2888 |
3465 2899 |
IEC |
Dr. F.C.
Tsang |
3465 2828 |
3465 2899 |
|
Contractor (Gammon
Construction Limited) |
Environmental
Manager |
Brian Kam |
3520 0387 |
3520 0486 |
Environmental
Officer |
Roy Leung |
3520 0387 |
3520 0486 |
|
|
24-hour
Complaint Hotline |
|
9738 4332 |
|
ET (ERM-HK) |
ET Leader |
Jovy
Tam |
2271 3113 |
2723 5660 |
Land-Based Works
¡P
Construction of pile cap superstructure of Viaduct B;
¡P
Fence installation and relocation of Area 2, Viaduct
A, B, C & D;
¡P
Land Piling at Viaduct B & C;
¡P
Piling platform installation for Viaduct B, C, D &
E;
¡P
Additional land GI, trial pits & lab testing
¡P
Utility surveys; and
¡P
Slope work of Slope 9SE-B/C8, 9SE-B/C9 & 9SE-B/F9
Marine-based Works
¡P
Construction of Pile caps at Viaduct B;
¡P
Marine piling platform installation;
¡P
Marine Piling at Viaduct B & E;
¡P
Marine piling platform installation for Viaduct D; and
¡P
Additional marine ground investigation (GI) and
laboratory testing.
The
locations of the construction activities are shown in Figure 1.3. The Environmental Sensitive Receivers in
the vicinity of the Project are shown in Figure 1.4.
Figure 1.3 Locations
of Construction Activities in the Reporting Month
The EM&A programme required environmental monitoring for air
quality, noise, water quality and marine ecology as well as environmental site
inspections for air quality, noise, water quality, waste management, marine
ecology and landscape and visual impacts.
The EM&A requirements and related findings for each component are summarized
in the following sections.
Table 2.1 Locations
of Impact Air Quality Monitoring Stations
Monitoring Station |
Location |
Description |
Monitoring Dates |
ASR 8 |
Pak Mong Village Watch Tower |
Rooftop of
the premise |
1, 5, 11, 17,
23 and 27 September 2014 |
ASR 8A |
Area 4 |
On ground at
the Area 4 |
Table 2.2 Air
Quality Monitoring Equipment
Equipment |
Brand and Model |
High Volume Sampler |
Tisch Environmental Mass Flow
Controlled Total Suspended Particulate (TSP) High
Volume Sampler (Model No. TE-5170) |
Wind Sensor |
Global Water (Wind
Speed Sensor: WE550; Wind Direction Sensor: WE570) |
Wind Anemometer for
calibration |
Lutron (Model No.
AM-4201) |
Table 2.3 Summary
of 1-hour TSP Monitoring Results in the Reporting Period
|
Average (µg/m3) |
Range (µg/m3) |
Action Level (µg/m3) |
Limit Level (µg/m3) |
ASR
8A |
89 |
60
- 148 |
394 |
500 |
ASR
8 |
80 |
59
- 130 |
393 |
500 |
Table 2.4 Summary
of 24-hour TSP Monitoring Results in the Reporting Period
|
Average (µg/m3) |
Range (µg/m3) |
Action Level (µg/m3) |
Limit Level (µg/m3) |
ASR
8A |
51 |
41
- 60 |
178 |
260 |
ASR
8 |
49 |
39
- 65 |
178 |
260 |
All
1-hour and 24-hour TSP results were below the Action and Limit levels at all
monitoring locations in the reporting period. No action is thus required to be
undertaken in accordance with the Event Action Plan presented in Appendix L.
Noise
monitoring was performed on 1, 5, 11, 17,
23 and 27 September 2014 using
sound level meter at the designated monitoring station NSR 1 (Figure 2.2; Table 2.5) in accordance with the
requirements stipulated in the Updated EM&A Manual. Acoustic calibrator was deployed to check
the sound level meters at a known sound pressure level. Details of the equipment deployed are provided
in Table 2.6. Copies of the calibration certificates
for the equipment are presented in Appendix E.
Table 2.5 Location
of Impact Noise Monitoring Station
Monitoring Station |
Location |
Description |
Parameter |
Frequency and Duration |
Monitoring Dates |
NSR 1 |
Pak Mong Village Watch Tower |
Rooftop of
the premise |
30-minute
measurement at each monitoring station between 0700 and 1900 on normal
weekdays (Monday to Saturday). Leq, L10
and L90 would be recorded. |
At least
once per week |
1, 5, 11,
17, 23 and 27 September 2014 |
Table 2.6 Noise
Monitoring Equipment
Equipment |
Brand and Model |
Integrated
Sound Level Meter |
Rion
NL-31 |
Acoustic
Calibrator |
Rion
NC-73 |
Table 2.7 Summary
of Construction Noise Monitoring Results in the Reporting Period
|
Average , dB(A), Leq
(30mins) |
Range, dB(A), Leq (30mins) |
Limit Level, dB(A), Leq
(30mins) |
NSR
1 |
57 |
55
- 59 |
75 |
Table 2.8 Locations
of Impact Water Quality Monitoring Stations and its Corresponding Monitoring
Requirements
Station ID |
Type |
Coordinates |
*Parameters, unit |
Frequency |
Depth |
|
|
|
Easting |
Northing |
|
|
|
IS(Mf)9 |
Impact
Station (Close to HKBCF construction site) |
813273 |
818850 |
Temperature(¢XC)
pH (pH unit)
Turbidity (NTU)
Water depth (m)
Salinity (ppt)
DO (mg/L and % of saturation) ¡P SS (mg/L) |
Impact monitoring: 3 days per week, at mid-flood
and mid-ebb tides during the construction period of the Contract |
3 water depths: 1m below sea surface, mid-depth and 1m above sea bed. If the water depth is less than 3m,
mid-depth sampling only. If water
depth less than 6m, mid-depth may be omitted |
IS(Mf)16 |
Impact Station
(Close to HKBCF construction site) |
814328 |
819497 |
|||
IS8 |
Impact Station(Close
to HKBCF construction site) |
814251 |
818412 |
|||
SR4 |
Sensitive receiver
(Tai Ho Inlet) |
814760 |
817867 |
|||
SR4a |
Sensitive receiver |
815247 |
818067 |
|||
CS(Mf)3 |
Control
Station |
809989 |
821117 |
|||
CS(Mf)5 |
Control
Station |
817990 |
821129 |
|||
*Notes: |
Table
2.9 Water
Quality Monitoring Equipment
Equipment |
Brand and Model |
DO and Salinity |
YSI Pro2030 |
Turbidity meter |
HACH Model 2100Q |
pH meter |
HANNA HI8314 |
Positioning
Equipment |
Koden913MK2 with KBG-3 DGPS antenna |
Water Depth Detector |
Speedtech Instrument SM-5 |
Water Sampler |
Kemmerer 1520 (1520-C25) 2.2L with messenger |
No
Action and Limit levels exceedances was recorded at all monitoring stations for
impact water quality monitoring in the reporting month. No action is thus required to be
undertaken in accordance with the Event Action Plan presented in Appendix L.
Table
2.10 Dolphin Monitoring Equipment
Equipment |
Model |
|
Global Positioning System
(GPS) Camera Laser Binoculars Marine Binocular Vessel for Monitoring |
Garmin 18X-PC Geo One Phottix Nikon D90 300m 2.8D fixed focus Nikon D90 20-300m zoom lens Infinitor LRF 1000 Bushell 7 x 50 marine binocular with compass and
reticules 65 foot single engine motor vessel with viewing platform 4.5m above
water level |
|
Table
2.11 Impact Dolphin Monitoring Line Transect
Co-ordinates
Line No. |
Easting |
Northing |
|
Line No. |
Easting |
Northing |
||
1 |
Start Point |
804671 |
814577 |
|
13 |
Start Point |
816506 |
819480 |
1 |
End Point |
804671 |
831404 |
|
13 |
End Point |
816506 |
824859 |
2 |
Start Point |
805475 |
815457 |
|
14 |
Start Point |
817537 |
820220 |
2 |
End Point |
805477 |
826654 |
|
14 |
End Point |
817537 |
824613 |
3 |
Start Point |
806464 |
819435 |
|
15 |
Start Point |
818568 |
820735 |
3 |
End Point |
806464 |
822911 |
|
15 |
End Point |
818568 |
824433 |
4 |
Start Point |
807518 |
819771 |
|
16 |
Start Point |
819532 |
821420 |
4 |
End Point |
807518 |
829230 |
|
16 |
End Point |
819532 |
824209 |
5 |
Start Point |
808504 |
820220 |
|
17 |
Start Point |
820451 |
822125 |
5 |
End Point |
808504 |
828602 |
|
17 |
End Point |
820451 |
823671 |
6 |
Start Point |
809490 |
820466 |
|
18 |
Start Point |
821504 |
822371 |
6 |
End Point |
809490 |
825352 |
|
18 |
End Point |
821504 |
823761 |
7 |
Start Point |
810499 |
820690 |
|
19 |
Start Point |
822513 |
823268 |
7 |
End Point |
810499 |
824613 |
|
19 |
End Point |
822513 |
824321 |
8 |
Start Point |
811508 |
820847 |
|
20 |
Start Point |
823477 |
823402 |
8 |
End Point |
811508 |
824254 |
|
20 |
End Point |
823477 |
824613 |
9 |
Start Point |
812516 |
820892 |
|
21 |
Start Point |
805476 |
827081 |
9 |
End Point |
812516 |
824254 |
|
21 |
End Point |
805476 |
830562 |
10 |
Start Point |
813525 |
820872 |
|
22 |
Start Point |
806464 |
824033 |
10 |
End Point |
813525 |
824657 |
|
22 |
End Point |
806464 |
829598 |
11 |
Start Point |
814556 |
818449 |
|
23 |
Start Point |
814559 |
821739 |
11 |
End Point |
814556 |
820992 |
|
23 |
End Point |
814559 |
824768 |
12 |
Start Point |
815542 |
818807 |
|
|
|
|
|
12 |
End Point |
815542 |
824882 |
|
|
|
|
|
The Action and
Limit levels of dolphin impact monitoring are shown in Appendix D. The Event and Action plan is presented
in Appendix L.
A total of eight (8) groups of thirty-four (34)
Chinese White Dolphins were sighted during the two sets of monitoring surveys
in September 2014. All sightings
were made in NWL during the two sets in September 2014, while no dolphin was
sighted at all in NEL in this month.
All except one sighting were made on primary lines during on-effort
search, and none of the dolphin groups was associated with operating fishing
vessel. The distribution of dolphin
sightings during the reporting month is shown in Figure 2.5.
Encounter
rates of Chinese White Dolphins are deduced from the survey effort and
on-effort sighting data made under favourable
conditions (Beaufort 3 or below) in September 2014 are shown in Tables 2.12 and 2.13.
Table 2.12 Individual Survey
Event Encounter Rates
|
|
Encounter rate (STG) (no. of
on-effort dolphin sightings per 100 km of survey effort) |
Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per 100 km of survey
effort) |
Primary
Lines Only |
Primary
Lines Only |
||
NEL |
Set 1: Sept
2nd/11th |
0.0 |
0.0 |
|
Set 2: Sept 19th/22nd |
0.0 |
0.0 |
NWL |
Set 1: Sept
2nd/11th |
5.7 |
28.6 |
|
Set 2: Sept 19th/22nd |
4.3 |
18.8 |
Note: Dolphin Encounter Rates are deduced
from the two sets of surveys ( two surveys in each set) in September 2014 in
Northeast (NEL) and Northwest Lantau (NWL) |
Table 2.13 Monthly Average
Encounter Rates
|
Encounter rate (STG)
(no. of
on-effort dolphin sightings per 100 km of survey effort) |
Encounter rate (ANI)
(no. of dolphins from all on-effort sightings per
100 km of survey effort) |
||
Primary Lines Only |
Both Primary and Secondary Lines |
Primary Lines Only |
Both Primary and Secondary Lines |
|
Northeast Lantau |
0.0 |
0.0 |
0.0 |
0.0 |
Northwest Lantau |
5.0 |
3.8 |
23.7 |
18.1 |
Note: Overall
dolphin encounter rates (sightings per 100km of survey effort) from all four
surveys are conducted in September 2014 on primary lines only as well as both
primary lines and secondary lines in Northeast and Northwest Lantau
The average
group size of Chinese White Dolphins in September 2014 was 4.25 individuals per
group. Three (3) dolphin groups
were composed of one to three (1-3) animals, while five (5) dolphin groups were
composed of five to six (5-6) animals with slightly larger group size. Detailed results of dolphin monitoring in
this reporting month are presented in Appendix K.
Daily 250 m marine
mammal exclusion zone monitoring was undertaken during the period of marine
works activities being undertaken. No sighting of Indo-Pacific
humpback dolphin Sousa chinensis (i.e. Chinese White Dolphin) were recorded in
September 2014 during the exclusion zone monitoring.
Table 2.14 Specific
Observations Identified during the Weekly Site Inspections in this Reporting
Month
Inspection Date |
Environmental Observations |
Recommendations/ Remarks |
4 September
2014 |
Temporary
platform at seafront ¡P
Welding machine was not placed on decoupling pad. Pier E9 ¡P
Grouting material was observed on the platform. ¡P
Chemical container was found disposed improperly. ¡P
Dumping permit was expired. |
Temporary
platform at seafront ¡P
Decoupling pad should be provided to the machine. Pier E9 ¡P
The excessive grouting material should be cleaned
up. ¡P
The chemical container was removed immediately. ¡P
An updated dumping permit should be provided. |
10 September
2014 |
Site Access
9B ¡P
Refuse was accumulated in the drainage on slope. Pak Mong ¡P
EP was missing Pier D9 ¡P
A chemical container was not placed in drip tray. |
Site Access
9B ¡P
The container was reminded to remove the refuse in
drainage on slope. Pak Mong ¡P
The contractor should place the updated EP at the
gate. Pier D9 ¡P
The chemical container was removed immediately. |
19 September
2014 |
Seafront ¡P
Chemical containers were found placed without drip
tray. ¡P
Stagnant water was found ponding over the tarpaulin
sheet inside a skip on rockfill platform. Pier B6 ¡P
A drip tray for generator was nearly overflowing. Pier E12 ¡P
The dumping permit was found expired. |
Seafront ¡P
The chemical containers were removed immediately. ¡P
Stagnant water was removed immediately. Pier B6 ¡P
The contractor was reminded to clear stagnant water. Pier E12 ¡P
The contractor was reminded to update the dumping
permit. |
25 September
2014 |
Seafront ¡P
Stagnant water was accumulated in a drip tray for
welding machine. ¡P
Waste container was full. ¡P
Refuse was accumulated in drainage. Pier B1 ¡P
Oil stain was found dispersed in the sea. WA5 ¡P
Refuse was accumulated at the site entrance. General
reminder ¡P
The contractor was reminded to improve the watering
system |
Seafront ¡P
The contractor was reminded to clean up the stagnant
water. ¡P
The contractor should routinely dispose the waste on
site. ¡P
No waste should be accumulated in drainage. Pier B1 ¡P
The contractor should clean up the oil stain. WA5 ¡P
The contractor should remove the refuse. |
30 September
2014 |
WA5 ¡P
Chemical containers were found placed without drip
tray and oil stain was found at the bottom of them. ¡P
A locker was incorrectly labelled ¡¥Chemical Waste¡¦. ¡P
A drip tray for generator was unplugged. ¡P
Waste water from washing machine had no proper
treatment. ¡P
Waste paint was found on site. ¡P
Chemical waste locker was found damaged. Slope BC9 ¡P
A drip tray was found damaged. ¡P
Grouting material was found accumulated in the
grouting station. ¡P
Soil was accumulated on tarpaulin sheet. ¡P
Soil was accumulated near the bund on slope. ¡P
Refuse was found on slope. Pak Mong ¡P
Refuse was found in Tai Ho Steam Channel. ¡P
A chemical container was placed without drip tray. ¡P
Refuse was found on site. |
WA5 ¡P
The contractor removed the chemical containers immediately
and was reminded to remove the oil stain. ¡P
The incorrect label was removed immediately. ¡P
The drip tray should be plugged. ¡P
Proper treatment to waste water should be provided. ¡P
Waste paint should be disposed properly. ¡P
The contractor should repair the locker. Slope BC9 ¡P
The contractor should provide a drip tray which can
avoid waste water runoff. ¡P
The contractor should avoid any runoff from grouting
station. ¡P
Soil on tarpaulin sheet should be cleaned up
regularly. ¡P
The contractor should avoid soil runoff from slope
and accumulation at the bund. ¡P
Refuse should be removed. Pak Mong. ¡P
The contractor should avoid any disposal into water
body and clean up the refuse. ¡P
The chemical container should be placed in drip
tray. ¡P
Refuse should be disposed properly. |
The
Contractor has rectified all of the observations identified during
environmental site inspections in the reporting month.
The Contractor
had submitted application form for registration as chemical waste producer
under the Contract. Sufficient
numbers of receptacles were available for general refuse collection and
sorting.
Wastes
generated during this reporting period include mainly construction wastes
(inert and non-inert), imported fill, recyclable materials and marine sediment. Reference has been made to the waste
flow table prepared by the Contractor (Appendix M). The quantities of different types of
wastes are summarized in Table 2.15.
Table 2.15 Quantities of Different
Waste Generated in the Reporting Period
Month/Year |
Inert C&D Materials (a)
(m3) |
Imported Fill (m3) |
Inert Construction Waste
Re-used (m3) |
Non-inert Construction Waste (b)
(kg) |
Recyclable Materials (c) (kg) |
Chemical Wastes (kg) |
Marine Sediment (m3) |
|
Category L |
Category M (Mp
& Mf) |
|||||||
September 2014 |
7,722 |
140 |
175 |
238,010 |
34,351 |
0 |
400 |
132 |
Notes: |
||||||||
(a) Inert
construction wastes include hard rock and large broken concrete, and
materials disposed as public fill. (b) Non-inert
construction wastes include general refuse disposed at landfill. (c) Recyclable
materials include metals, paper, cardboard, plastics, timber, felled trees and
others. |
The Contractor
was advised to properly maintain on site C&D materials and waste collection,
sorting and recording system, dispose of C&D materials and wastes at
designated ground and maximize reuse/ recycle of C&D materials and
wastes. The Contractor was also reminded
to properly maintain the site tidiness and dispose of the wastes accumulated on
site regularly and properly.
For chemical
waste containers, the Contractor was reminded to treat properly and store temporarily
in designated chemical waste storage area on site in accordance with the Code
of Practice on the Packaging, Labelling and Storage of Chemical Wastes.
The status of
environmental licensing and permit is summarized in Table 2.16 below.
Table 2.16 Summary of
Environmental Licensing and Permit Status
License/
Permit |
License
or Permit No. |
Date of Issue |
Date of Expiry |
License/
Permit Holder |
Remarks |
Environmental Permit |
EP-354/2009/B |
28 Jan 2014 |
N/A |
HyD |
Tuen Mun- Chek Lap Kok Link |
Construction Dust Notification |
361571 |
5 Jul 2013 |
N/A |
GCL |
|
Construction Dust Notification |
362093 |
17 Jul 2013 |
N/A |
GCL |
For Area 23 |
Billing Account for Disposal |
7017735 |
10 Jul 2013 |
End of Project |
GCL |
- |
Chemical Waste Registration |
5213-961-G2380-13 |
10 Oct 2013 |
N/A |
GCL |
Chemical waste produced in Contract HY/2012/07 (Area 1 adjacent to Cheng Tung Road, Siu Ho Wan) |
Chemical Waste Registration |
5213-961-G2380-14 |
10 Oct 2013 |
N/A |
GCL |
Chemical waste produced in Contract HY/2012/07 (Area 2 adjacent to Cheung Tung Road, Pak Mong
Village) |
Chemical Waste Registration |
5213-974-G2588-03 |
4 Nov 2013 |
N/A |
GCL |
Chemical waste produced in Contract HY/2012/07 (WA5 adjacent to Cheung Tung Road, Yam O) |
Construction Waste Disposal Account |
7017735 |
10 Jul 2013 |
N/A |
GCL |
Waste disposal in Contract HY/2012/07 |
Waste Water Discharge License |
WT00019017-2014 |
13 May 2014 |
31 May 2019 |
GCL |
Discharge for marine portion |
Waste Water Discharge License |
WT00019018-2014 |
13 May 2014 |
31 May 2019 |
GCL |
Discharge for land portion |
Construction Noise Permit |
GW-RS0419-14 |
15 May 2014 |
13 Nov 2014 |
GCL |
For loading & unloading on NLH near Viaducts A & B |
Construction Noise Permit |
GW-RS0226-14 |
30 Mar 2014 |
29 Sep 2014 |
GCL |
For loading & unloading on NLH near Viaduct D |
Construction Noise Permit |
GW-RS0792-14 |
31 Jul 2014 |
24 Dec 2014 |
GCL |
Broad Permit for Works at Seafront & Marine Piers & Pier B9 |
Construction Noise Permit |
GW-RS0700-14 |
21 Jul 2014 |
31 Dec 2014 |
GCL |
For loading & unloading on NLH near Viaduct A & B |
Dumping Permit/ Loading Permit (Type 1 ¡V Open Sea Disposal) |
(4) in EP/MD/14-075 |
25 Sep 2013 |
N/A |
GCL |
- |
Chemical Waste Registration |
5213-951-G2380-17 |
12 Jun 2014 |
N/A |
GCL |
Viaducts A, B, C, D & E |
Construction Noise Permit for night works and works in general
holidays |
GW-RS0646-14 |
27 Jun 2014 |
26 Oct 2014 |
GCL |
Broad Permit for Works at Seafront & Marine Piers & Pier B9 |
Construction Noise Permit for night works and works in general holidays |
GW-RS0647-14 |
28 Jun 2014 |
26 Oct 2014 |
GCL |
Pier C7 & D8 at CEDD Access Road |
Construction Waste Disposal Account |
7017735 |
10 Jul 2013 |
N/A |
GCL |
- |
Construction Noise Permit |
GW-RW0640-14 |
28 Aug 2014 |
27 Feb 2015 |
GCL |
General works at WA5 |
Marine Dumping Permit |
EP/MD/15-066 |
28 Jul 2014 |
27 Jan 2015 |
GCL |
For dumping Type I sediment |
Construction Noise Permit for night works and works in general
holidays |
GW-RS0942-14 |
11 Sep 2014 |
14 Mar 2015 |
GCL |
For Plant mobilization using tractor |
Construction Noise Permit for night works and works in general
holidays |
GW-RS1032-14 |
25 Sep 2014 |
28 Mar 2015 |
GCL |
For Load unload at NLH near Viaduct D |
Marine Dumping Permit |
EP/MD/15-098 |
1 Sep 2014 |
30 Sep 2014 |
GCL |
For dumping Type I (Dedicated Site) and Type II sediment |
No complaint, notification
of summons and prosecution was received in the reporting period.
Statistics on
complaints, notifications of summons, successful prosecutions are summarized in
Appendix N.
Marine
Works
¡P Construction
of Pile caps at Viaduct B;
¡P Marine
piling platform installation;
¡P Marine Piling at Viaduct
B, D & E; and
¡P Additional
marine ground investigation (GI) and laboratory testing.
Land-based
Works
¡P Construction of pile cap
superstructure of Viaduct B;
¡P Fence installation and
relocation of Area 2, Viaducts A, B, C & D;
¡P Land Piling at Viaduct B;
¡P Piling platform
installation for Viaducts B, C, D & E;
¡P Additional land GI, trial
pits & lab testing;
¡P Utility
surveys; and
¡P
Slope work of Slope 9SE-B/C8, 9SE-B/C9 & 9SE-B/F9.
Potential
environmental impacts arising from the above upcoming construction activities
in the next reporting month of October 2014 are mainly associated with dust, noise,
marine water quality, marine ecology and waste management issues.
This Eleventh Monthly
EM&A Report presents the findings of the EM&A activities undertaken
during the period from 1 to 30 September 2014, in accordance with the Updated
EM&A Manual and the requirements of EP-354/2009/B.
A total of eight (8) groups of thirty-four (34) Chinese White Dolphins
were sighted during the two sets of monitoring surveys in September 2014. All sightings were made in NWL during
the two sets of surveys in September 2014, while no dolphin was sighted at all
in NEL in this month. All except
one (1) sighting were made on primary lines during on-effort search, and none of
the dolphin groups was associated with operating fishing vessel. During this month of dolphin monitoring,
no unacceptable impact from the construction activities of the TM-CLKL Southern
Connection Viaduct Section on Chinese White Dolphins were noticeable from
general observations.
The ET will
keep track on the construction works to confirm compliance of environmental
requirements and the proper implementation of all necessary mitigation
measures.