Table 12.1 Implementation
Schedule for Noise Control
EIA Ref # |
EM&A Ref# |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
Construction Phase |
|
|
|
|
|
|
|
3.8.1 |
2.8.1 |
Good site practice and
management can significantly reduce the noise impact of construction site
activities on nearby NSRs only
well-maintained plant should be operated on-site and plant should be serviced
regularly during the construction works; machines and
plant that may be in intermittent use should be shut down between work
periods or should be throttled down to a minimum; plant known to
emit noise strongly in one direction should, where possible, be orientated to
direct noise away from the NSRs; mobile plant
should be sited as far away from NSRs as possible; and material
stockpiles and other structures should be effectively utilized, where
practicable, to screen noise from on-site construction activities. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM, NCO |
3.8.4 |
2.8.3 |
Use of quieter mechanical
equipment |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM, NCO |
3.8.9 |
2.8.4 |
Provision of movable
noise barrier in the vicinity of the following NSRs FEC ( FM ( HTB ( TMTP1 ( WG2 ( CMA ( LWF (Yan Oi TMF (Tuen Mun
Fa Yuen) LCK ( CLFY1 (Chi Lok
Fa Yuen) TFH (On Ting
Estate (Ting Fuk House)) LCKP ( TTP (Tung Wah
Group of CSBS (CSBS
Mrs. Aw KFG3D (Kam Fai
Garden) |
Works Sites from the
listed NSRs / During Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM, NCO |
3.8.12 |
2.8.5 |
Site clearance and the following activities not to be undertaken in
the vicinity of the NSR LCK so as to reduce construction noise impact during
normal teaching hours. truck would not operate concurrently with other PMEs
during tree transplanting and noise barrier foundation work. tree transplanting would not be undertaken concurrently with bulk excavation and utilities diversion. construction of storm water drain would not
be undertaken concurrently with noise barrier/enclosure foundation. construction of sub-base and road base would not be undertaken concurrently with noise barrier/enclosure installation. road surfacing, construction of
road kerbs, central dividers, parapets, and installation of crash cushion and sign gantry would not be undertaken concurrently. installation of gantry and directional lighting, and street lighting would not be undertaken concurrently. |
Work site in the vicinity
of Lui Cheung Kwong Lutheran College (LCK) / Stage 2 (Ch. 28050 – 28200 of
TMR) during Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM |
3.8.13 |
2.8.6 |
Liaise with all the relevant schools to check out their
examination periods and activities in the beginning of the work programme in
order to make good planning and arrangement of works and provide sufficient
mitigation plans to alleviate noise impacts. |
CMA |
Contractor |
|
Ö |
|
|
EIAO-TM, NCO |
|
|
Operational Phase |
|
|
|
|
|
|
|
Figure 3.3A |
- |
About 104m long of a 6m high
semi-enclosure projecting to 4m from central divider on the |
|
HyD |
|
|
Ö |
|
EIAO-TM |
Figure 3.3A |
- |
About 82m long of 8m high full enclosure
on |
|
HyD |
|
|
Ö |
|
EIAO-TM |
Figure 3.3A |
- |
About 82m long of 8m high
cantilevered barrier with 7m cantilever inclined at 90o on Yuen
Long bound of TMR at central divider |
Central
divider of TMR in front of |
HyD |
|
|
Ö |
|
EIAO-TM |
Figure 3.3A |
- |
About 60m long of 8m high
cantilevered barrier with 4.5m cantilever at 90o on |
|
HyD |
|
|
Ö |
|
EIAO-TM |
Figure 3.3A |
- |
About 48m long of 6m high
full-enclosure on slip road leaving |
Slip
road leaving |
HyD |
|
|
Ö |
|
EIAO-TM |
Figure 3.3A |
- |
(i)
About 60m long of 8m high cantilevered barrier with 3m
cantilever at 90° along the left hand side of Yuen Long Bound. (ii)
About 60m long 8m high cantilevered barrier with
cantilever at 90° (varied in length) erected in central divider (iii)
With 6m opening on the top at Yuen Long Bound of TMR
between cantilever barriers (i) and (ii) |
Yuen
Long bound of TMR in front of |
HyD |
|
|
Ö |
|
|
Figure 3.3A |
- |
About 82m long of full-enclosure
with height decrease from 8m to 6m gradually to merge with Pui To Road on TMR |
TMR
in front of |
HyD |
|
|
Ö |
|
|
Figure 3.3A |
- |
About 73m long of 6m high
full-enclosure on TMR |
TMR
in front of Tuen Mun Town Plaza Block 2 / Before commencement of operation of
road project |
HyD |
|
|
Ö |
|
|
Figure 3.3A |
- |
About 14m long of 6m high
semi-enclosure on |
|
HyD |
|
|
Ö |
|
|
Figure 3.3A |
- |
About 63m long of 6m high
semi-enclosure on |
|
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 160m long of 8m high
cantilevered barrier with 4.5m cantilever inclined at 90o on |
|
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 60m long of 8m high cantilevered
barrier with 4m cantilever inclined at 90o to both side erected at central
divider |
Central Divider of TMR in front of
Waldorf Garden Block 2 / Before commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 60m long of 8m high cantilevered barrier with 4m
cantilever at 90o on Yuen Long bound of TMR |
Yuen Long bound of TMR in front of Waldorf Garden Block 2 /
Before commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 100m long of 8m high
semi-enclosure on Yuen Long Bound of TMR |
Yuen Long Bound ofTMR in front of Waldorf
Garden Block 5 / Before commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 21m long of 8m high
semi-enclosure projected from the road kerb of |
|
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 22m long of 8m high
cantilevered barrier with cantilever inclined at 90o projected to
the road kerb of Kowloon bound and 10m from the central divider to Yuen Long
Bound of TMR |
Central
divider of TMR in front of |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 26m long of 8m high
semi-enclosure projected from the road kerb of |
|
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 175m long of 8m high
full-enclosure on TMR |
TMR
in front of Siu On Court / Before commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 83m long of 8m high
full-enclosure on slip road entering TMR in front of |
Slip
road entering |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 100m long of 8m high
cantilevered barrier with 3.5m cantilever inclined at 90o on |
|
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 100m long of 8m high
cantilevered barrier with 4m cantilever inclined at 90o on Yuen
Long bound of TMR |
Yuen
Long bound of TMR in front of Lee Bo Building / Before commencement of
operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 100m long of 8m high
cantilevered barrier with 6m cantilever at 90o to Yuen Long Bound
erected at central divider |
Central
divider of TMR in front of Lee Bo Building / Before commencement of operation
of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3B |
- |
About 78m long of 8m high
full-enclosure on TMR |
TMR
in front of Chi Lok Fa Yuen Block 3 / Before commencement of operation of
road project |
HyD |
|
|
Ö |
|
|
Figures 3.3B
– 3.3C |
- |
About 95m long of 8m high
semi-enclosure from the road kerb of Yuen Long bound of TMR project to 7m
from the central divider to Kowloon Bound of TMR |
Yuen
Long bound of TMR in front of Chi Lok Fa Yuen Block 5 / Before commencement
of operation of road project |
HyD |
|
|
Ö |
|
|
Figures 3.3B
– 3.3C |
- |
About 97m long of 5.5 m high cantilevered barrier with
4m cantilever inclined at 45o on the slip road
leaving TMR in front of Chi Lok Fa Yuen Block 5 |
The
slip road leaving TMR in front of Chi Lok Fa Yuen Block 5 / Before
commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3C |
- |
About 315m long of 5.5 m high absorptive cantilevered
barrier with 4m cantilever inclined at 45o on the new slip road in
front of |
The
new slip road in front of |
HyD |
|
|
Ö |
|
|
Figures 3.3B
– 3.3C |
- |
About 122m long of 6m high semi-enclosure on the slip
road entering TMR in front of |
Slip
road entering TMR in front of |
HyD |
|
|
Ö |
|
|
Figures 3.3B
– 3.3C |
- |
About 40m long vertical panel to
fill the gap under the new slip road in front of Chi Lok
Fa Yuen Block 5 |
Under the new slip road in front of Chi Lok Fa Yuen /
Before commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figures 3.3B
– 3.3C |
- |
About 160m long of 5m high
absorptive vertical barrier under the new slip
road in front of Tsing Wah Soccer Pitch and on the road kerb of Kowloon Bound
of TMR |
Under the new slip road in front of Tsing Wah Soccer Pitch
and on the road kerb of TMR / Before commencement of operation of road
project |
HyD |
|
|
Ö |
|
|
Figure 3.3C |
- |
About 91m long of 5.5 m high
absorptive cantilevered barrier with 4m cantilever inclined at 45o
on Yuen Long Bound of TMR |
Yuen
Long bound of TMR in front of |
HyD |
|
|
Ö |
|
|
Figure 3.3C |
- |
About 140m long of 5.5 m high
absorptive cantilevered barrier with 4m cantilever inclined at 45o
on Yuen Long bound of TMR at central divider |
Central
divider on Yuen Long bound of TMR in front of |
HyD |
|
|
Ö |
|
|
Figure 3.3C |
- |
About 114m long of 6m high
full-enclosure with absorptive panels on |
|
HyD |
|
|
Ö |
|
|
Figure 3.3C |
- |
About 114m long of 6m high
cantilevered barrier with 6m cantilever inclined at 90o on Yuen
Long bound of TMR at central divider |
Yuen
Long bound of TMR in front of CSBS Mrs. Aw Boon Haw Secondary School / Before
commencement of operation of road project |
HyD |
|
|
Ö |
|
|
Figure 3.3C |
- |
About 180m long of 8m high
full-enclosure on the |
|
HyD |
|
|
Ö |
|
|
# All recommendations
and requirements resulted during the course of EIA Process, including ACE and /
or accepted public comment to the proposed project.
* Des - Design,
C - Construction, O – Operation, and Dec – Decommissioning
Table 12.2 Implementation
Schedule for Air Quality Control
EIA Ref # |
EM&A Ref |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
Construction Phase |
|
|
|
|
|
|
|
4.8.1 |
3.11.2 |
Implementation of dust
suppression measures stipulated in Air Pollution Control (Construction Dust)
Regulation. skip hoist for
material transport should be totally enclosed by impervious sheeting every vehicle
should be washed to remove any dusty materials from its body and wheels
before leaving a construction site the area where
vehicle washing takes place and the section of the road between the washing
facilities and the exit point should be paved with concrete, bituminous
materials or hardcores where a site
boundary adjoins a road, streets or other accessible to the public, hording
of not less than every stack of
more than 20 bags of cement should be covered entirely by impervious sheeting
places in an area sheltered on the top and the 3 sides all dusty
materials should be sprayed with water prior to any loading, unloading or
transfer operation so as to maintain the dusty materials wet the height
from which excavated materials are dropped should be controlled to a minimum
practical height to limit fugitive dust generation from unloading the load of
dusty materials carried by vehicle leaving a construction site should be
covered entirely by clean impervious sheeting to ensure dust materials do not
leak from the vehicle instigation of
an environmental monitoring and auditing program to monitor the construction
process in order to enforce controls and modify method of work if dusty
conditions arise |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM |
|
|
Operational Phase |
|
|
|
|
|
|
|
|
|
Nil |
|
|
|
|
|
|
|
# All
recommendations and requirements resulted during the course of EIA Process,
including ACE and / or accepted public comment to the proposed project.
* Des - Design,
C - Construction, O – Operation, and Dec – Decommissioning
Table 12.3 Implementation
Schedule for Water Quality Control
EIA Ref # |
EM&A Ref |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
Construction
Phase |
|
|
|
|
|
|
|
5.8.2 |
4.3.2 |
Construction run-off and
Drainage Silt removal
facilities such as silt traps or sedimentation facilities should be provided
to remove silt particles from runoff to meet the requirements of the TM
standards under the WPCO. The
design of silt removal facilities should be based on the guidelines provided
in ProPECC PN 1/94. All drainage
facilities and erosion and sediment control structures should be inspected
monthly and maintained to ensure proper and efficient operation at all times
and particularly during rainstorms.
Careful programming
of the works to minimise surface excavations for the road improvement works
during the wet season. If
excavation of soil cannot be avoided during the wet season, exposed slope
surfaces should be covered by a tarpaulin or other means. Other measures that need to be
implemented before, during, and after rainstorms are summarized in ProPECC PN
1/94. Exposed soil
surfaces should be protected by paving or fill material as soon as possible
to reduce the potential of soil erosion. Open
stockpiles of construction materials or construction wastes on-site should be
covered with tarpaulin or similar fabric during rainstorms. These materials should not be placed
near water courses. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
ProPECC PN 1/94 WPCO (TM-DSS) |
5.8.3 -5.8.4 |
4.3.3 |
General Construction
Activities Debris and
refuse generated on-site should be collected, handled and disposed of
properly to avoid entering the nearby local stormwater drainage system. Stockpiles of
cement and other construction materials should be kept covered when not being
used.
Oils and fuels should only be used and stored in
designated areas which have pollution prevention facilities. All fuel tanks and storage areas
should be provided with locks and be sited on sealed areas, within bunds of a
capacity equal to 110% of the storage capacity of the largest tank. The bund should be drained of
rainwater after a rain event |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
ProPECC PN 1/94 WPCO (TM-DSS) |
5.8.5 |
4.3.4 |
Sewage from Construction
Workforce
Temporary sanitary
facilities, such as portable chemical toilets, should be employed
on-site. A licensed contractor
would be responsible for appropriate disposal and maintenance of these
facilities |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
WPCO |
|
|
Operational Phase |
|
|
|
|
|
|
|
5.8.6 |
4.3.5 |
The road drainage should be
directed through silt traps in the gully inlets to remove silt and grit
before entering the public storm water drainage system; and
The silt traps should be
regularly cleaned and maintained in good working condition. |
Works Sites / During
design and operational periods |
FEHD/HyD |
Ö |
|
Ö |
|
WPCO |
# All
recommendations and requirements resulted during the course of EIA Process,
including ACE and / or accepted public comment to the proposed project.
* Des - Design,
C - Construction, O – Operation, and Dec – Decommissioning
Table 12.4 Implementation
Schedule for Waste Management
EIA Ref # |
EM&A Ref |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
Construction Phase |
|
|
|
|
|
|
|
6.6.1 |
5.2.2 |
Good
Site Practices
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 waste handling procedures.
Provision of sufficient
waste disposal points and regular collection for disposal.
Appropriate measures to
minimise windblown litter and dust during transportation of waste by either
covering trucks or by transporting wastes in enclosed containers.
Regular cleaning and
maintenance programme for drainage systems, sumps and oil interceptors. A recording system for the amount of wastes generated, recycled and
disposed of (including the disposal sites). |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
Waste Disposal Ordinance (Cap. 354) |
6.6.2 |
5.2.3 |
Waste
Reduction Measures Good
management and control can prevent the generation of a significant amount of
waste. Waste reduction is best
achieved at the planning and design stage, as well as by ensuring the
implementation of good site practices.
Recommendations to achieve waste reduction include:
Segregation and storage of
different types of waste in different containers, skips or stockpiles to
enhance reuse or recycling of materials and their proper disposal.
Encourage collection of
aluminium cans, PET bottles and paper by providing separate labelled bins to
enable these wastes to be segregated from other general refuse generated by
the work force.
Any unused chemicals or
those with remaining functional capacity shall be recycled.
Use of reusable non-timber
formwork to reduce the amount of C&D material.
Prior to disposal of
C&D waste, it is recommended that wood, steel and other metals shall be
separated for re-use and / or recycling to minimise the quantity of waste to
be disposed of to landfill.
Proper storage and site
practices to minimise the potential for damage or contamination of
construction materials. Plan and stock construction materials carefully to minimise amount of
waste generated and avoid unnecessary generation of waste. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
Waste Disposal Ordinance (Cap. 354) |
6.6.4 |
5.2.5 |
Construction
and Demolition (C&D) Material
The excavated fill material
shall be re-used on-site as backfill material as far as possible.
The surplus excavated
material should be disposed of at the designated public fill reception
facility, as agreed with the Secretary of the Public Fill Committee, for
other beneficial uses.
C&D waste would require
disposal to the designated landfill site.
In order to monitor the
disposal of C&D materials at the public fill reception facility and
landfill and to control fly-tipping, a trip-ticket system should be
included. One may make reference
to ETWB TCW No. 31/2004 for details. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
Waste Disposal Ordinance (Cap. 354) |
6.6.5 |
5.2.6 |
Chemical
Wastes
After use, chemical wastes
(for example, cleaning fluids, solvents, lubrication oil and fuel) should be
handled according to the Code of Practice on the Packaging, Labelling and
Storage of Chemical Wastes.
Spent chemicals should be
collected by a licensed collector for disposal at the CWTC or other licensed
facility, in accordance with the Waste Disposal (Chemical Waste) (General)
Regulation. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
Waste Disposal (Chemical Waste) Regulation Code of Practice on the Packaging, Labelling
and Storage of Chemical Wastes. |
6.6.6 |
5.2.7 |
General
Refuse General refuse should be stored in enclosed bins or compaction units
separate from C&D material. A reputable waste collector should be employed by the contractor to
remove general refuse from the site, separately from C&D material. An enclosed and covered area is preferred to reduce the occurrence of
'wind blown' light material. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
Public Health and Municipal Services Ordinance
(Cap. 132) |
# All
recommendations and requirements resulted during the course of EIA Process,
including ACE and / or accepted public comment to the proposed project.
* Des - Design,
C - Construction, O – Operation, and Dec – Decommissioning
Table 12.5 Implementation
Schedule for Ecology
EIA Ref # |
EM&A Ref |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
Construction Phase |
|
|
|
|
|
|
|
7.9.2 |
6.2.2 |
Construction activities
should be confined to developed areas of low ecological value, and there
should be no direct impact on other habitats within the Study Area. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
- |
7.9.3 |
6.2.3 |
Noise mitigation measures, including installation
of noise-emitting construction plant away from egretry, careful scheduling of
noisy works with high disturbance impact to avoid breeding season of ardeid
species (i.e. mid March to August) to prevent impacts on nesting activities of
Little Egret, operation of well-maintained machinery, careful programming of
works and use of noise reduction facilities could be implemented to mitigate
noise impacts arised from construction activities such as road widening and
road paving. Temporary noise
barrier should also be used to reduce the level of noise during
construction. Noise impact would
be minimised during operation phase as permanent noise barrier has been
proposed to be constructed. The
use of low noise road surfacing could also reduce the level of noise during
operation. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
- |
7.9.4 |
6.2.4 |
In order to minimise the
impact of construction dust to the vegetation and associated wildlife within
and around the proposed Works Area, the following mitigation measures should
be implemented:
regular watering
complete coverage of dusty
material storage piles the use of minimum practical height for dropping excavated material |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
- |
7.9.5 |
6.2.5 |
Standard good site
practice measures should be implemented and should include:
Placement of equipment in
designated Works Areas within the existing disturbed land.
Construction activities
should be restricted to the proposed Works Area.
The proposed Works Area
should be reinstated immediately after completion of the works.
Open burning on proposed
works site is illegal, and will be strictly enforced.
Waste skips should be
provided to collect general refuse and construction wastes, which should be
disposed regularly and properly off-site. Soil contaminated by fuel leaked from construction plants should be
removed and treated. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
- |
7.9.6 |
6.2.6 |
To minimise the indirect
impacts to the nearby Tuen Mun River Channel, the following mitigation
measures should be implemented: Site runoff
could be directed towards regularly cleaned and maintained sand traps, silt
traps and where appropriate Oil/grease
separators to minimise risk of sedimentation and pollution to the river
channel. Debris and
rubbish generated on-site should be collected, handled and disposed properly. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
- |
7.9.7 |
6.2.7 |
To minimise the chance of
bird collision during operation phase, falcon sticker, tinted materials,
embedded opaque stripes and superimposed patterns of thin opaque stripes are
methods that could be used during the design of noise barrier. |
Works Sites / During Operation
Phase |
HyD |
Ö |
|
Ö |
|
- |
7.9.8 |
6.2.8 |
Compensatory planting is
recommended as the current roadside plantation must be removed to give way to
the works. Species of choice
should be composed of similar native species and the felling and planting
ratio should be no less than 1:1 in terms of quantity. |
Works Sites / During Operation
Phase |
HyD |
Ö |
|
Ö |
|
- |
# All
recommendations and requirements resulted during the course of EIA Process,
including ACE and / or accepted public comment to the proposed project.
* Des - Design,
C - Construction, O – Operation, and Dec – Decommissioning
Table 12.6 Implementation
Schedule for Landscape and Visual
EIA Ref # |
EM&A Ref |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
Construction
Phase |
|
|
|
|
|
|
|
|
|
For the Whole Project |
|
|
|
|
|
|
|
Table 8.8 |
7.3.1 |
CM1 Topsoil, where identified, should be
stripped and stored for re-use in the construction of the soft landscape
works, where practical. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM |
Table 8.8 |
7.3.1 |
CM2 Existing
trees to be retained on site should be carefully protected during
construction. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM |
Table 8.8 |
7.3.1 |
CM3 Trees
unavoidably affected by the works should be transplanted where practical. |
Works Sites / During Construction
Phase |
HyD |
Ö |
Ö |
|
|
EIAO-TM |
Table 8.8 |
7.3.1 |
CM4 Compensatory
tree planting should be provided to compensate for felled trees. |
Works Sites / During
Construction Phase |
HyD |
Ö |
Ö |
|
|
EIAO-TM |
Table 8.8 |
7.3.1 |
CM5 Control
of night-time lighting. |
Works Sites / During
Construction Phase |
HyD |
|
Ö |
|
|
EIAO-TM |
Table 8.8 |
7.3.1 |
CM6 Erection
of decorative screen hoarding compatible with the surrounding setting. |
Works Sites / During
Construction Phase |
Contractor |
|
Ö |
|
|
EIAO-TM |
|
|
Operational Phase |
|
|
|
|
|
|
|
Table 8.9 |
7.3.3 |
OM1 Aesthetic
design of road-related structures, including viaducts, footbridges and noise
barriers and enclosure. |
Works Sites / During
Design and Operation Phases |
HyD |
Ö |
Ö |
Ö |
|
EIAO-TM |
Table 8.9 |
7.3.3 |
OM2 Vertical
Green Panels and Green Roof to soften the noise barriers and enclosures |
Works Sites / During
Design and Operation Phases |
HyD |
Ö |
Ö |
Ö |
|
EIAO-TM |
Table 8.9 |
7.3.3 |
OM3 Buffer
Tree and Shrub Planting to screen proposed roads and associated structures. |
Works Sites / During
Design and Operation Phases |
HyD |
Ö |
Ö |
Ö |
|
EIAO-TM |
Table 8.9 |
7.3.3 |
OM4 All hard
and soft landscape areas disturbed temporarily during construction shall be
reinstated to equal or better quality, to the satisfaction of the relevant
Government departments. |
Works Sites / During
Design and Operation Phases |
HyD |
Ö |
Ö |
Ö |
|
EIAO-TM |
# All
recommendations and requirements resulted during the course of EIA Process,
including ACE and / or accepted public comment to the proposed project.
* Des - Design,
C - Construction, O – Operation, and Dec – Decommissioning
Table 12.7 Implementation
Schedule for Land Contamination
EIA Ref # |
EM&A Ref |
Environmental
Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
9.8.3 |
8.2.2 |
To minimize construction
workers’ potential contact with the contaminated materials The use of
bulk earth-moving excavator equipment would minimise construction workers’
potential contact with the contaminated materials; Exposure to
any contaminated materials can be minimised by the wearing of appropriate
clothing and personal protective equipment such as gloves (when interacting
directly with suspected contaminated material), providing adequate hygiene
and washing facilities and preventing smoking and eating during such
activities; Stockpiling of
contaminated soil should be avoided as far as possible. If this cannot be
avoided, the stockpile of contaminated materials should be segregated from
the uncontaminated ones. Moreover, the contaminated materials should be
properly covered with waterproof material (e.g. tarpaulin sheet) to avoid
leaching of contaminants, especially during rainy season. Vehicles
containing any excavated materials should be suitably covered to limit
potential dust emissions or contaminated wastewater run-off, and truck bodies
and tailgates should be sealed to prevent any leakage during transport or
during wet conditions; Only licensed
waste haulers should be used to collect and transport any contaminated
material to an appropriate disposal site and procedures should be developed
to ensure that illegal disposal of waste does not occur; Necessary
waste disposal permits should be obtained, as required, from the appropriate
authorities, in accordance with the Waste Disposal Ordinance (Cap 354), Waste
Disposal (Chemical Waste) (General) Regulation (Cap 35), as required; Records of the
quantities of wastes generated and disposed of should be maintained; Adequate
washing facilities should be provided on site; and In accordance
with good construction practice, silt traps should be used to reduce the
impact to drainage caused by suspended solids arising from disturbed ground,
or any construction materials such as cement and gravel. Groundwater should
be disposed of in accordance with the Water Pollution Control Ordinance (Cap
358). |
Excavation
zones / During excavation |
Contractor |
|
Ö |
|
|
Waste Disposal
Ordinance Waste Disposal
(Chemical Waste) (General) Regulation Water
Pollution Control Ordinance |
# All
recommendations and requirements resulted during the course of EIA Process,
including ACE and / or accepted public comment to the proposed project.
* Des -
Design, C - Construction, O – Operation, and Dec – Decommissioning