Project Implementation Schedule for Construction Phase
EIA Ref. |
EM&A Ref. |
Recommended Mitigation Measures |
Objectives of the Recommended Measures & Main Concerns to Address |
*Who to implement the measure? |
Location of the measure |
When to implement the measure? |
What requirements or standards for the measure to achieve? |
Water Quality |
|||||||
3.8 |
2.9 |
Use of Silt Screens Silt Screens shall be installed at
the flushing water intakes WSRs WSD1, WSD8, WSD9 and EMSD1 to minimise the
effect of potential increase in SS levels at the seawater intakes. |
Minimize the effect of potential
increase in SS levels at the seawater intakes |
Contractor |
WSRs WSD1, WSD8, WSD9 and EMSD1 |
Construction Phase |
Water Quality Objectives of Sea
Water for Flushing Supply (at intake point) |
3.8 |
2.9 |
Use of Silt Screens To minimize the potential SS
impact from dredging, deployment of silt curtains around the grab dredgers is recommended (please
refer to Figure 3.7 for the schematic design); and |
Minimize the release of suspended
soil from the dredging area |
Contractor |
Construction Work Sites |
Construction Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
|
|
Before commencement of dredging
works, the holder of the Environmental Permit shall submit detailed proposal of
the design and arrangement of the frame type silt curtain to EPD for
approval. |
|
|
|
|
|
3.10 |
2.9 |
Water Quality Monitoring Program Water quality monitoring shall be
carried out in accordance with Section
2 of the Environmental
Monitoring and Audit (EM&A) Manual. Event and Action Plan (EAP) for
water quality shall be followed in case of any exceedance in action and limit
level. |
Perform
water quality monitoring at sensitive receivers during construction phase |
Environmental
Team (ET) |
Monitoring
locations as stated in Table 2.1 of the EM&A Manual |
Construction Phase |
EIAO-TM and Water Quality
Objectives (WQO) and WSD Water Quality Objectives of Sea Water for Flushing Supply
(at intake point) |
3.8 |
– |
Dredging Operation Adverse impact to water quality
can be mitigated through administrative control: |
Minimize potential adverse effect
as a result of dredging activities |
Contractor |
Construction Work Sites |
Construction Phase |
EIAO-TM and Water Quality Objectives
(WQO) |
|
|
Only two types of dredgers will
be allowed for this Project: (a) grab dredger with closed grab, and (b)
cutter suction dredger; |
|
|
|
|
|
|
|
The speed of any construction vessels
shall not exceed 10 knots when passing through the Project Site Boundary as
shown in Figure 2.1 attached to this EIA report |
|
|
|
|
|
|
|
The allowed maximum number of grab
dredgers or cutter suction dredger operating simultaneously within the
Project area shall follow the requirement listed in the below table (Figure
3.5i and 3.5j show working zones for different
scenarios);; |
|
|
|
|
|
|
|
Either one cutter suction dredger
or one grab dredger shall be working in Zone 2 (including subzones) of the |
|
|
|
|
|
|
|
Maximum dredging rate shall be
4000 m3 in-situ volume per day per grab dredger and 700 m3 per 30
minutes in any given hour per cutter suction dredger (8400 m3
in-situ volume based
on 12-hour operation per
day); |
|
|
|
|
|
|
|
The dredging pump of cutter suction
dredger shall be operated during cutting to reduce the sediment loss to water
body; |
|
|
|
|
|
|
|
Project dredging works within
Zone 1 to 6 (including sub-zones) of the |
|
|
|
|
|
|
|
CSD is only to be deployed for the
removal of harder material during daytime only (07:00 to 19:00) in Zone 2
(including subzones) of the |
|
|
|
|
|
|
|
In case of rainstorm warning in
effect during dredging works, the dredged material on barge shall be covered
properly before transportation to disposal site; |
|
|
|
|
|
|
|
In case of exceedance of SS and
NH3-N at the Tsing Yi WSD flushing intake due to dredging
operation is evidenced, the Contractor shall propose mitigation measures not
limited to reducing dredging rate. If exceedance persists, the Contractor
shall propose not to undertake dredging operation in close proximity to the
Tsing Yi flushing water intake during flood tide. The Contractor shall liaise
with the ETL, IEC, ER, EPD and WSD for the proposed mitigation measures; and |
|
|
|
|
|
|
|
if further mitigation measures are
required due to continuous exceedance of SS and NH3-N, consideration shall
then be given to dredge only on the state of the tide which would avoid
migration of SS towards the WSD and EMSD intakes; |
|
|
|
|
|
|
|
Dredging sub-zone Z2B where high
NH3-N in sediment is found (Figure 2.1
and Appendix
3.13 refers) is
located shall be isolated with dredging works to be carried out towards the
end of construction programme. |
|
|
|
|
|
|
|
Administrative control in terms
of dredging rate adjustment in controlling the release of contaminants shall be
employed as mitigation measures |
|
|
|
|
|
|
|
Field trials shall be carried out
to propose the most effective dredging process and rate to control the
release of ammoniacal nitrogen and UIA into water column and achieve
compliance at the WSD1 seawater intake (NH3-N) and at the beaches
for UIA.. Capital dredging in dredging sub-zone Z2B (Appendix
3.13 refers)
should not be carried out until the proposed method and rate are confirmed. |
|
|
|
|
|
|
|
Detailed dredging plan shall be
prepared providing details of individual dredging subzones and dredging rate
taking into account of the field trial results. |
|
|
|
|
|
3.8 |
– |
Other Good Site Practices for
Dredging Other good site practices that
should be undertaken during dredging includes: |
Minimize potential adverse effect
as a result of dredging activities |
Contractor |
Construction Work Sites |
Construction Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
|
|
All vessels should be sized so
that adequate clearance is maintained between vessels and the seabed in all
tide conditions, to ensure that undue turbidity is not generated by
turbulence from vessel movement or propeller wash; |
|
|
|
|
|
|
|
The speed of all Contractor’s
vessels should be
controlled within the works area to prevent propeller wash from stirring up
the seabed sediments; |
|
|
|
|
|
|
|
All barges / dredgers used should
be fitted with tight fitting seals to their bottom openings to prevent
leakage of material; |
|
|
|
|
|
|
|
Construction activities should
not cause foam, oil, grease, scum, litter or other objectionable matter to be
present on the water within the site or dumping grounds; and |
|
|
|
|
|
|
|
No overflow of dredged mud should
be allowed. Barges or hopper should not be filled to a level that will cause the
overflow of materials or polluted water during loading or transportation. |
|
|
|
|
|
Waste Management |
|||||||
4.5 |
3.3 |
Good Site Practices Adverse impacts relating to waste
management such as odour, noise and wastewater discharge are not expected to
arise, provided that good site practices are strictly followed.
Recommendations for good site practices during the construction activities
include: |
Minimize potential adverse effect
arising from the handling of dredged material |
Contractor |
Construction Work Sites (General) |
Construction Phase |
Waste Disposal Ordinance
(Cap.354); Waste Disposal (Chemical Wastes) (General) Regulation |
|
|
Obtain the profile of different sediment
categories and careful planning of sediment removal; Strictly follow various
mitigation measures for protecting water quality as described in water
quality section; Nomination of an approved person,
such as a site manager, to be responsible for good site practices,
arrangements for collection and effective disposal to an appropriate
facility, of all wastes generated at the site; Training of site personnel in
proper waste management and chemical handling procedures; Provision of sufficient waste disposal
points and regular collection of waste; Well planned delivery programme
for offsite disposal such that adverse environmental impact from transporting
sediment material is not anticipated; and Use well maintained PME on site |
|
|
|
|
(Cap 354) and ETWBTC No. 15/2003,
Waste Management on Construction Site |
4.5 |
3.3 |
General Refuse General refuse should be stored
in enclosed bins. A reputable waste collector should be employed by the
contractor to remove general refuse from the site. |
Minimize the adverse effect
arising from the handling of site general refuse |
Contractor |
Construction Work Sites (General) |
Construction Phase |
Waste Disposal Ordinance |
4.5 |
3.3 |
Chemical Waste If chemical wastes are produced at
the construction site, the Contractor shall be required to register with the
EPD as a chemical waste producer and to follow the guidelines stated in the
Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes.
Good quality containers compatible with the chemical wastes shall be used,
and incompatible chemicals should be stored separately. Appropriate labels shall be securely
attached on each chemical waste container indicating the corresponding
chemical characteristics of the chemical waste, such as explosive, flammable,
oxidizing, irritant, toxic, harmful, corrosive, etc. The Contractor shall use a licensed
collector to transport and dispose of the chemical wastes, to either the
approved Chemical Waste Treatment Centre, or another licensed facility, in
accordance with the Waste Disposal (Chemical Waste) (General) Regulation. |
Minimize the adverse effect
arising from the handling of site chemical waste |
Contractor |
Construction Work Sites |
Construction Phase |
Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes, Waste Disposal (Chemical Waste)
(General) Regulation |
4.5 |
3.3 |
Marine Dredged Sediment During transportation and
disposal of the dredged marine sediments for Type 1 and Type 2 disposal (ETWB
TCW no. 34/2002 refers), the following measures shall be taken to minimise
potential impacts on water quality: |
Control of transportation and
disposal of dredged material in a manner to minimize potential impacts on
water quality |
Contractor |
Construction Work Sites |
Construction Phase |
ETWB TCW No. 34/2002 |
|
|
Bottom opening of barges will be
fitted with tight fitting seals to prevent leakage of material. Excess
material shall be cleaned from the decks and exposed fittings of barges and dredgers
before the vessel is moved; |
|
|
|
|
|
|
|
Monitoring of the barge loading
shall be conducted to ensure that loss of material does not take place during
transportation. Transport barges or vessels
shall be equipped with automatic self-monitoring devices as specified by the
EPD; |
|
|
|
|
|
|
|
Barges or hopper barges shall not
be filled to a level that would cause the overflow of materials or sediment laden
water during loading or transportation; |
|
|
|
|
|
|
|
Sediment Quality Report shall be
prepared and submit to EPD under DASO; |
|
|
|
|
|
|
|
If disposal of Type 3 sediment is
identified, agreement with EPD shall be reached regarding the treatment of
sediment before disposal; |
|
|
|
|
|
|
|
Project works shall not be
carried out before obtaining confirmation from MFC on disposal option; and |
|
|
|
|
|
|
|
Follow strictly all conditions stipulated
in the dumping permit. |
|
|
|
|
|
Marine Ecology |
|||||||
5.7 |
4.1 |
Water quality monitoring results
shall be reviewed from time to time to assess if there were any impact to
marine ecology due to dredging operation. |
Review and assess the potential
adverse effect on marine ecology |
Contractor |
Construction Work Sites |
Construction Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
Fisheries |
|||||||
6.7 |
5.1 |
Water quality monitoring results shall
be reviewed from time to time to assess if there were any impact to fisheries
due to dredging operation. |
Review and assess the potential
adverse effect on fisheries |
Contractor |
Construction Work Sites |
Construction Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
Hazard to Life |
|||||||
7.8.2 |
6.2 |
The following mitigation measures
are recommended to further reduce the risks as low as reasonably practicable: Sound communication channel shall
be established with the oil companies, Marine Department, and Fire Services
Department for effective notification and emergency evacuation in case of
accidents; and Proper safety and emergency training
shall be given to the relevant operation staff at the dredging site.
Emergency plans and procedures should be prepared and drills should be
performed periodically. |
|
Contractor |
Construction Work Sites (General) |
Construction Phase |
EIAO-TM |
Landscape Visual and Glare |
|||||||
8.9, Table 8-3 & 8-6 |
7.2 |
Lighting for Dredging Activities
– proper site practice for works lighting shall carefully consider the
following to avoid light pollution and glare to the surroundings: Visa shields to the lights of
dredgers shall be provided; The light source shall not point
directly to any VSRs; and Lights shall be switched off if
they are not in use. |
To ensure no direct or indirect
visual and glare nuisances are generated |
Contractor |
Construction activities’ areas |
Throughout design, construction
and operation phases |
EIAO-TM |
Cultural Heritage |
|||||||
9.5 |
8 |
Monitoring Brief A monitoring brief shall be
conducted during the dredging. It shall
only be required during dredging at the locations of the 20 unidentified
sonar contacts and masked areas and does not need to cover all of the
dredging activities. Dredging staff should be briefed about the possibility
of locating archaeological objects and a marine archaeologist shall be
available to monitor the dredged spoil and provide advice. If material
indicative of archaeological remains is retrieved, the AMO should be
contacted as soon as possible. |
Minimize potential marine
archaeological impact during dredging activities |
Contractor |
Locations of the 20 unidentified
sonar contacts and masked areas |
During Construction works |
EIAO-TM & Antiquities and
Monuments Ordinance |
Noise |
|||||||
10.8 |
9 |
Good Site Practices Good site practice listed below
shall be adopted by all the Contractors as far as practicable: |
Control and minimize the
generation of undue noise nuisance |
Contractor |
Construction Work Sites (Along
the alignment of dredging) |
Construction Phase |
PN 2/93 Noise from Construction
Activities & EIAO |
|
|
Only well-maintained plant shall
be operated on-site and plant should be serviced regularly during the
construction program; |
|
|
|
|
|
|
|
Machines and plant that may be in
intermittent use should be shut down between works periods or should be
throttled down to a minimum; |
|
|
|
|
|
|
|
Plant known to emit noise
strongly in one direction should, wherever possible, be orientated so that the
noise is directed away from nearby NSRs; and |
|
|
|
|
|
|
|
If dredging is to be carried out
during restricted hours, work locations close to NSRs shall be avoided |
|
|
|
|
|
Construction Dust |
|||||||
11.7 |
10 |
Dust Control Requirements of the Air Pollution
Control (Construction Dust) Regulation, where relevant, shall be adhered to
during the construction period. |
Good site practice to control
dust and odour impact to the nearby sensitive receivers |
Contractor |
Construction Work Sites (General) |
Construction Phase |
Air Pollution Control
(Construction Dust) Regulation |
|
|
Odour To minimize potential odour
emissions, if dredged sediment is anticipated to be placed on barge for more than
a day the load shall be properly covered as far as practicable to minimise
the exposed area and potential odour; and If dredged sediment is found to
be malodorous it shall be removed from site as soon as possible within one
hour after the barge being filled up. |
|
Contractor |
Construction Work Sites (General) |
Construction Phase |
EIAO-TM |
EM&A Programme |
|||||||
12.1 |
|
Implementation of EM&A
Programme The EM&A Programme shall be
implemented accordingly in accordance with the EM&A Manual’s
recommendations; Any change to EM&A Programme
shall be initiated by ETL and agreed with IEC, EPD or AFCD; and The Project Proponent shall
consider the setting up of Environmental Project Office (ENPO) or liaise with
the Project Proponent of other concurrent projects in implementing EM&A
programme. |
Perform
Environmental Monitoring and Auditing during construction phase |
Project
Proponent, ET and IEC |
Construction Work Sites,
other monitoring locations as specified in EM&A Manual |
Construction Phase |
EIAO-TM |
Project Implementation
Schedule for Operation Phase
EIA Ref. |
EM&A Ref. |
Recommended Mitigation Measures |
Objectives of the Recommended Measures &
Main Concerns to Address |
*Who to implement the measure? |
Location of the measure |
When to implement the measure? |
What requirements or standards for the measure to achieve? |
Water Quality |
|||||||
3.8 |
2.9 |
Use of Silt Screens Silt Screens shall be installed
at the flushing water intakes WSRs WSD1and EMSD1. Silt curtain (please refer to Figure 3.7 for the schematic design) around
the grab dredgers is to be installed during maintenance dredging. Subject to
the review of environmental performance of dredging operation, the deployment
of silt curtain may be suspended if supporting evidence is obtained through
the operation phase water quality monitoring and audit programme. |
Minimize the effect of potential
increase in SS levels at the seawater intakes |
Port Works Division (PWD) |
WSRs WSD1 and EMSD1 |
Operation Phase |
Water Quality Objectives of Sea
Water for Flushing Supply (at intake point) EIAO-TM and Water Quality
Objectives (WQO) |
3.8 |
2.9 |
Water Quality Monitoring Program Water quality monitoring shall be
carried out in accordance with Section
2 of the
Environmental Monitoring and Audit (EM&A) Manual; and EPD and AFCD shall be notified of
the detailed arrangement of water quality monitoring program for maintenance
dredging prior to maintenance dredging and water quality monitoring
programme. Event and Action Plan (EAP) for
water quality shall be followed in case of any exceedance in action and limit
level |
Perform
water quality monitoring at sensitive receivers during operation phase |
PWD,
Operation Phase Environmental Team (ET) |
Monitoring
locations as stated in Table 2.1 of the EM&A Manual |
Operation Phase |
EIAO-TM and Water Quality
Objectives (WQO) and WSD Water Quality Objectives of Sea Water for Flushing Supply
(at intake point) |
3.8 |
- |
Dredging Operation Adverse impact to water quality
can be mitigated through administrative control: |
Minimize potential adverse effect
as a result of dredging activities |
Contractor |
Construction Work Sites |
Operation Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
|
|
Only grab dredger with close grab
will be allowed with a maximum rate of 4,000 m3/day (in-situ
volume); |
|
|
|
|
|
|
|
No overlapping of maintenance dredging
for this Project and any of the maintenance dredging works to be carried out
by the container terminal operators; |
|
|
|
|
|
|
|
No overflow of dredged materials
or polluted water during loading or transportation; and |
|
|
|
|
|
|
|
To
minimize the potential SS impact from dredging, deployment of silt curtains
around the grab dredgers is recommended (please refer to Figure 3.7 for the schematic design). Subject to the review of
environmental performance of the dredging operations, the deployment of silt
curtains may be suspended if supporting evidence is obtained through the
operation phase water quality
monitoring and audit programme. |
|
|
|
|
|
|
|
In the event that there is an
exceedance of SS at the WSD intakes other than WSD1 then further mitigation
measures shall be considered including the use of silt curtains or a
reduction in the dredging rate; |
|
|
|
|
|
3.8 |
- |
Other Good Site Practices for
Dredging Other good site practices that
should be undertaken during dredging includes: |
Minimize potential adverse effect
as a result of dredging activities |
Contractor |
Construction Work Sites |
Operation Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
|
|
All vessels should be sized so
that adequate clearance is maintained between vessels and the seabed in all
tide conditions, to ensure that undue turbidity is not generated by turbulence
from vessel movement or propeller wash; |
|
|
|
|
|
|
|
The speed of all Contractor’s
vessels should be
controlled within the works area to prevent propeller wash from stirring up
the seabed sediments; |
|
|
|
|
|
|
|
All barges / dredgers used should
be fitted with tight fitting seals to their bottom openings to prevent
leakage of material; |
|
|
|
|
|
|
|
Construction activities should not
cause foam, oil, grease, scum, litter or other objectionable matter to be
present on the water within the site or dumping grounds; and |
|
|
|
|
|
|
|
Barges or hopper should not be filled
to a level that will cause the overflow of materials or polluted water during
loading or transportation. |
|
|
|
|
|
Waste Management |
|||||||
4.5 |
3.3 |
Good Site Practices Adverse impacts relating to waste
management such as odour, noise and wastewater discharge are not expected to
arise, provided that good site practices are strictly followed.
Recommendations for good site practices during the construction activities
include: |
Minimize potential adverse effect
arising from the handling dredged material |
Contractor |
Construction Work Sites (General) |
Operation Phase |
Waste Disposal Ordinance
(Cap.354); Waste Disposal (Chemical Wastes) (General) Regulation |
|
|
Obtain the profile of different
sediment categories and careful planning of sediment removal; Strictly follow various
mitigation measures for protecting water quality as described in water
quality section above; Nomination of an approved person,
such as a site manager, to be responsible for good site practices,
arrangements for collection and effective disposal to an appropriate
facility, of all wastes generated at the site; Training of site personnel in
proper waste management and chemical handling procedures; Provision of sufficient waste
disposal points and regular collection of waste; Well planned delivery programme
for offsite disposal such that adverse environmental impact from transporting
sediment material is not anticipated; and Use well maintained PME on site |
|
|
|
|
(Cap 354) and ETWBTC No. 15/2003,
Waste Management on Construction Site |
4.5 |
3.3 |
General Refuse General refuse should be stored
in enclosed bins. A reputable waste collector should be employed by the contractor
to remove general refuse from the site. |
Minimize the adverse effect
arising from the handling of site general refuse |
Contractor |
Construction Work Sites (General) |
Operation Phase |
Waste Disposal Ordinance |
4.5 |
3.3 |
Chemical Waste If chemical wastes are produced
at the construction site, the Contractor shall be required to register with
the EPD as a chemical waste producer and to follow the guidelines stated in
the Code of Practice on the Packaging, Labelling and Storage of Chemical
Wastes. Good quality containers compatible with the chemical wastes shall be
used, and incompatible chemicals should be stored separately. Appropriate labels shall be securely
attached on each chemical waste container indicating the corresponding
chemical characteristics of the chemical waste, such as explosive, flammable,
oxidizing, irritant, toxic, harmful, corrosive, etc. The Contractor shall use a licensed
collector to transport and dispose of the chemical wastes, to either the
approved Chemical Waste Treatment Centre, or another licensed facility, in
accordance with the Waste Disposal (Chemical Waste) (General) Regulation. |
Minimize the adverse effect
arising from the handling of site chemical waste |
Contractor |
Construction Work Sites |
Operation Phase |
Code of Practice on the
Packaging, Labelling and Storage of Chemical Wastes, Waste Disposal (Chemical
Waste) (General) Regulation |
4.5 |
3.3 |
Marine Dredged Sediment During transportation and disposal
of the dredged marine sediments for Type 1 and Type 2 disposal (ETWB TCW no.
34/2002 refers), the following measures shall be taken to minimise potential
impacts on water quality: |
Control of transportation and
disposal of dredged material in a manner to minimize potential impacts on
water quality |
Contractor |
Construction Work Sites |
Operation Phase |
ETWB TCW No. 34/2002 |
|
|
Excess material shall be cleaned
from the decks and exposed fittings of barges and dredgers before the vessel is
moved; |
|
|
|
|
|
|
|
Monitoring of the barge loading
shall be conducted to ensure that loss of material does not take place during
transportation. Transport barges or vessels
shall be equipped with automatic self-monitoring devices as specified by the
EPD; |
|
|
|
|
|
|
|
If disposal of Type 3 sediment is
identified, agreement with EPD shall be reached regarding the treatment of
sediment before disposal; |
|
|
|
|
|
|
|
Dredging shall not be carried out
before obtaining confirmation from MFC on disposal option; and |
|
|
|
|
|
|
|
Follow strictly all conditions
stipulated in the dumping permit. |
|
|
|
|
|
Marine Ecology |
|||||||
5.7 |
4.1 |
Water quality monitoring results
shall be reviewed from time to time to assess if there were any impact to
marine ecology due to dredging operation. |
Review and assess the potential
adverse effect on marine ecology |
PWD, Contractor |
Construction Work Sites |
Operation Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
Fisheries |
|||||||
6.7 |
5.1 |
Water quality monitoring results
shall be reviewed from time to time to assess if there were any impact to
fisheries due to dredging operation. |
Review and assess the potential
adverse effect on fisheries |
PWD, Contractor |
Construction Work Sites |
Operation Phase |
EIAO-TM and Water Quality
Objectives (WQO) |
Landscape Visual and Glare |
|||||||
8.9, Table 8-3 & 8-6 |
7.2 |
Lighting for Dredging Activities
– proper site practice for works lighting shall carefully consider the
following to avoid light pollution and glare to the surroundings: Visa Shields to the lights of
dredgers shall be provided; The light source shall not point
directly to any VSRs; and Lights shall be switched off if
they are not in use. |
Minimize landscape and visual
impacts during operation phase |
Contractor |
Construction activities’ areas |
Operation Phase |
EIAO-TM |
Noise |
|||||||
10.8 |
9 |
Good Site Practices Good site practice listed below
shall be adopted by all the Contractors as far as practicable: |
Control and minimize the
generation of undue noise nuisance |
Contractor |
Construction Work Sites (Along
the alignment of dredging) |
Operation Phase |
PN 2/93 Noise from Construction
Activities & EIAO |
|
|
Only well-maintained plant shall
be operated on-site and plant should be serviced regularly during the
construction program; |
|
||||
|
|
Machines and plant that may be in
intermittent use should be shut down between works periods or should be
throttled down to a minimum; |
|
||||
|
|
Plant known to emit noise
strongly in one direction should, wherever possible, be orientated so that the
noise is directed away from nearby NSRs; and |
|
||||
|
|
If dredging is to be carried out
during restricted hours, work locations close to NSRs shall be avoided |
|
|
|
|
|
Construction Dust |
|||||||
11.7 |
10 |
Dust Control Requirements of the Air Pollution
Control (Construction Dust) Regulation, where relevant, shall be adhered to
during the construction period. |
Good site practice to control
dust and odour impact to the nearby sensitive receivers |
Contractor |
Construction Work Sites (General) |
Operation Phase |
Air Pollution Control
(Construction Dust) Regulation |
|
|
Odour To minimize potential odour
emissions, if dredged sediment is anticipated to be placed on barge for more than
a day the load shall be properly covered as far as practicable to minimise
the exposed area and potential odour; and If dredged sediment is found to
be malodorous it shall be removed from site as soon as possible within one
hour after the barge being filled up. |
|
Contractor |
Construction Work Sites (General) |
Operation Phase |
EIAO-TM |
EM&A Programme |
|||||||
12.1 |
|
Implementation of EM&A
Programme The EM&A Programme shall be
implemented accordingly in accordance with the EM&A Manual’s
recommendations; and Any change to EM&A Programme
shall be initiated by ETL and agreed with EPD or AFCD. |
Perform
Environmental Monitoring and Auditing during operation phase |
PWD,
Operation Phase ET |
Construction Work Sites,
other monitoring locations as specified in EM&A Manual |
Operation Phase |
EIAO-TM |