|
EIA Ref |
EM&A Ref |
Environmental Protection Measures /
Mitigation Measures |
Who to implement the measure |
Location / Timing |
Construction Phase Implementation Status |
|
Air
Quality Measures |
|||||
|
New
Distributor Roads Serving the Planned KTD |
|||||
|
AEIAR-130/2009
S3.2 |
AEIAR
130/2009 EM&A Manual S2.2 |
8
times daily watering of the work site with active dust emitting activities. |
Contractor |
All
relevant worksites |
Implemented |
|
Decommissioning
of the Radar Station of the former Kai Tak Airport |
|||||
|
AEIAR-130/2009
S5.2.19 |
AEIAR
130/2009 EM&A Manual S4.2.4 |
The
excavation area should be limited to as small in size as possible and backfilled
with clean and/or treated soil shortly after excavation work. The exposed excavated area should be
covered by the tarpaulin during night time. The top layer soils should be sprayed
with fine misting of water immediately before the excavation. |
Contractor |
All
relevant worksites |
Not Applicable |
|
Trunk
Road T2 |
|||||
|
AEIAR-174/2013
S4.9.2.1 |
AEIAR-174/2013
EM&A Manual S2.3.1.1 |
Watering
of the construction areas 12 times per day to reduce dust emissions by 91.7%,
with reference to the “Control of Open Fugitive Dust Sources” (USEPA AP-42).
The amount of water to be applied would be 0.91L/m2 for the respective
watering frequency. |
Contractor |
All
relevant worksites |
Implemented |
|
Dust
enclosures with watering would be provided along the loading ramps and conveyor
belts for unloading the C&D materials to the barge for dust suppression. |
Contractor |
All relevant worksites |
Not Applicable |
||
|
8 km
per hour is the recommended limit of the speed for vehicles on unpaved site
roads. |
Contractor |
All relevant worksites |
Implemented |
||
|
|
|
Good
Site Practices |
|
|
|
|
AEIAR-130/2009
S3.2, S5.2.19, AEIAR-174/2013 S4.9.2.2 |
AEIAR
130/2009 EM&A Manual S2.2, S4.2, AEIAR-174/2013 EM&A Manual S2.3.1.2 |
Stockpiling
site(s) should be lined with impermeable sheeting and bunded.
Stockpiles should be fully covered by impermeable sheeting to reduce dust
emission. |
Contractor |
All relevant worksites |
Implemented |
|
Use
of regular watering to reduce dust emissions from exposed site surfaces and
unpaved roads, particularly during dry weather. Use of frequent watering for
particularly dusty construction areas and areas close to ASRs. |
Contractor |
All relevant worksites |
Implemented
|
||
|
Misting for the dusty
material should be carried out before being loaded into the vehicle. Any vehicle
with an open load carrying area should have properly fitted side and tail
boards. |
Contractor |
All relevant worksites |
Implemented |
||
|
Material
having the potential to create dust should not be loaded from a level higher
than the side and tail boards and should be dampened and covered by a clean
tarpaulin. |
Contractor |
All relevant worksites |
Implemented |
||
|
Tarpaulin
covering of all dusty vehicle loads transported to, from and between site
locations; The tarpaulin should be properly secured and should extent at
least 300 mm over the edges of the sides and tailboards. The material should
also be dampened if necessary before transportation. |
Contractor |
All relevant worksites |
Implemented |
||
|
The
vehicles should be restricted to maximum speed of 10 km per hour. Confined
haulage and delivery vehicle to designated roadways insider the site. Onsite
unpaved roads should be compacted and kept free of lose materials. |
Contractor |
All relevant worksites |
Implemented |
||
|
Vehicle
washing facilities should be provided at every vehicle exit point. Every
vehicle should be washed to remove any dusty materials from its body and
wheels before leaving the construction sites. 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. |
Contractor |
All relevant worksites |
Implemented |
||
|
Every
main haul road should be scaled with concrete and kept clear of dusty
materials or sprayed with water so as to maintain the entire road surface
wet. |
Contractor |
All relevant worksites |
Partially |
||
|
Every
stock of more than 20 bags of cement or dry pulverised fuel ash (PFA) should
be covered entirely by impervious sheeting or placed in an area sheltered on
the top and the 3 sides. |
Contractor |
All relevant worksites |
Implemented |
||
|
Cement
or dry PFA delivered in bulk should be stored in a closed silo fitted with an
audible high level alarm which is interlocked with the material filling line
and no overfilling is allowed. |
Contractor |
All relevant worksites |
Not Applicable |
||
|
Loading,
unloading, transfer, handling or storage of bulk cement or dry PFA should be
carried out in a totally enclosed system or facility, and any vent or exhaust
should be fitted with an effective fabric filter or equivalent air pollution
control system. |
Contractor |
All relevant worksites |
Implemented |
||
|
Side
enclosure and covering of any aggregate or dusty material storage piles to
reduce emissions. Where this is not practicable owing to frequent usage,
watering shall be applied to aggregate fines. |
Contractor |
All relevant worksites |
Implemented |
||
|
Open
stockpiles shall be avoided or covered. Prevent placing dusty material storage
piles near ASRs. |
Contractor |
All relevant worksites |
Implemented |
||
|
Routing
of vehicles and position of construction plant should be at the maximum
possible distance from ASRs. |
Contractor |
All relevant worksites |
Implemented |
||
|
Dark smoke |
|
|
|
||
|
Dark smoke
emission shall be control in accordance with the Air Pollution Control
(Smoke) Regulation and ETWB TCW 19/2005. |
Contractor |
All relevant worksites |
Implemented |
||
|
Plant
and equipment should be well maintained to prevent dark smoke emission. |
Contractor |
All relevant worksites |
Implemented |
||
|
Noise Measures |
|||||
|
Trunk
Road T2 |
|||||
|
AEIAR-174/2013 S5.9.2.1 |
AEIAR-174/2013 EM&A Manual
S3.4.1.1 |
The use of quieter plant,
including Quality Powered Mechanical Equipment (QPME) is specified for the
list of equipment: |
Contractor |
All relevant worksites |
Implemented |
|
Use of temporary or fixed noise
barriers with a surface density of at least 10kg/m2 to screen
noise from movable and stationary plant. |
Contractor |
All relevant worksites |
Not Applicable |
||
|
Use of enclosures with covers at
top and three sides and a surface density of at least 10kg/m2 to
screen noise from generally static noisy plant such as air compressors. |
Contractor |
All relevant worksites |
Not Applicable |
||
|
Use of acoustic fabric for
the silent piling system, drill rigs, rock drills etc. |
Contractor |
All relevant worksites |
Implemented |
||
|
|
|
Good
Site Practices |
|
|
|
|
AEIAR-130/2009 S3.3, S5.3.10,
AEIAR-174/2013 S5.9.2.1 |
AEIAR 130/2009 EM&A Manual
S2.3, S4.3.2, AEIAR-174/2013 EM&A Manual S3.4.1.1 |
Only well-maintained plant should
be operated on-site and plant shall be serviced regularly during the
construction/ decommissioning program. |
Contractor |
All relevant worksites |
Implemented |
|
Silencers or mufflers on
construction equipment should be utilized and shall be properly maintained
during the construction/ decommissioning program. |
Contractor |
All relevant worksites |
Implemented |
||
|
Mobile
plant, if any, should be sited as far away from NSRs as possible. |
Contractor |
All relevant worksites |
Implemented |
||
|
Machines and plant (such as
trucks) that may be in intermittent use shall be shut down between works
periods or should be throttled down to a minimum. |
Contractor |
All relevant worksites |
Implemented |
||
|
Plant
known to emit noise strongly in one direction shall, wherever possible, be
orientated so that the noise is directed away from the nearby NSRs. |
Contractor |
All relevant worksites |
Implemented |
||
|
Material
stockpiles and other structures should be effectively utilized, wherever
practicable, in screening noise from on-site construction/ decommissioning
activities. |
Contractor |
All relevant worksites |
Implemented |
||
|
Use
of site hoarding as a noise barrier to screen noise at low level NSRs. |
Contractor |
All relevant worksites |
Implemented |
||
|
For
the use of hand held percussive breakers (with mass of above 10kg) and
portable air compressors (supply air at 500 kPa or
above), the noise level of such PME shall comply with a stringent noise
emission standard and a noise emission label shall be obtained from the DEP
before use at any time in construction site. |
Contractor |
All relevant worksites |
Implemented |
||
|
Quiet
powered mechanical equipment (PME) shall be used for the construction of the
Project. |
Contractor |
All relevant worksites |
Implemented |
||
|
Full
enclosures shall be used to screen noise from relatively static PMEs
(including air compressor, bar bender, concrete pump, generator and water
pump) from sensitive receiver(s). |
Contractor |
All relevant worksites |
Not Applicable |
||
|
Movable
cantilevered noise barriers shall be used to screen noise from mobile PMEs
(including asphalt paver, breaker, excavator and hand-held breaker) from
sensitive receiver(s). These movable cantilevered noise barriers shall be
located close to the mobile PMEs and shall be moved/adjusted iteratively in
step with each movement of the corresponding mobile PMEs in order to maximize
their noise reduction effects. |
Contractor |
All relevant worksites |
Not Applicable |
||
|
Only
approved or exempted Non-road Mobile Machineries (NRMMs) including regulated
machines and non-road vehicles with proper labels are allowed to be used in
specified activities on-site. |
Contractor |
All relevant worksites |
Implemented |
||
|
Water Quality Measures |
|||||
|
Trunk
Road T2 |
|||||
|
|
|
Accidental Spillage |
|
|
|
|
AEIAR-174/2013 S6.4.8.5 |
AEIAR-174/2013 EM&A Manual
S4.2.1.1 |
All
bentonite slurry should be stored in a container that resistant to corrosion,
maintained in good conditions and securely closed; The container should be
labelled in English and Chinese and note that the container is for storage of
bentonite slurry only. |
Contractor |
All relevant worksites |
Implemented |
|
The
storage container should be placed on an area of impermeable flooring and bunded with capacity to accommodate 110% of the volume of
the container size or 20% by volume stored in the area and enclosed with at
least 3 sides. |
Contractor |
All relevant worksites |
Implemented |
||
|
The
storage container should be sufficiently covered to prevent rainfall entering
the container or bunded area (water collected
within the bund must be tested and disposed of as chemical waste, if
necessary). An emergency clean up kit shall be readily available where
bentonite fluid will be stored or used. |
Contractor |
All relevant worksites |
Implemented |
||
|
The
handling and disposal of bentonite slurries should be undertaken in
accordance within ProPECC PN 1/94. Surplus
bentonite slurries used in construction works shall be reconditioned and
reused wherever practicable. Residual bentonite slurry shall be disposed of
from the site as soon as possible as stipulated in Clause 8.56 of the General
Specification for Civil Engineering Works. The Contractor should explore
alternative disposal outlets for the residual bentonite slurry (dewatered
bentonite slurry to be disposed to a public filling area and liquid bentonite
slurry, if mixed with inert fill material, to be disposed to a public filling
area) and disposal at landfill should be the last resort. |
Contractor |
All relevant worksites |
Implemented |
||
|
AEIAR-174/2013 S6.4.8.8 |
AEIAR-174/2013 EM&A Manual
S4.2.1.1 |
In
order to protect against impacts to the surrounding marine waters of the KTTS
and Victoria Harbour in the event of an accidental spillage of fuel or oil,
the Contractor will be required to prepare a spill response plan to the
satisfaction of AFCD, EPD, FSD, Police, TD and WSD to define procedures for
the control, containment and clean-up of any spillage that could occur on the
construction site. |
Contractor |
All
relevant worksites |
Implemented |
|
|
|
Dredging, Reclamation
and Filling |
|
|
|
|
|
|
No dredging, reclamation or
filling in the marine environment shall be carried out. |
Contractor |
All
relevant worksites |
Implemented |
|
Decommissioning
of the Radar Station of the former Kai Tak Airport |
|||||
|
|
|
Building Demolition |
|
|
|
|
AEIAR-130/2009 S5.4 |
AEIAR 130/2009 EM&A Manual
S4.4 |
The
site practices outlined in ProPECC PN 1/94
“Construction Site Drainage” should be followed as far as practicable in
order to minimise surface runoff and the chance of erosion. |
Contractor |
All relevant worksites |
Not Applicable |
|
There
is a need to apply to EPD for a discharge licence under the WPCO for
discharging effluent from the construction site. The discharge quality is
required to meet the requirements specified in the discharge licence. All the
runoff, wastewater or extracted groundwater generated from the works areas
should be treated so that it satisfies all the standards listed in the
TM-DSS. It is anticipated that the wastewater generated from the works areas
would be of small quantity. Monitoring of the treated effluent quality from
the works areas should be carried out in accordance with the WPCO license
which is under the ambit of regional office (RO) of EPD. |
Contractor |
All relevant worksites |
Not Applicable |
||
|
|
|
General Construction
Works |
|
|
|
|
|
|
Construction Runoff |
|
|
|
|
AEIAR-130/2009 S3.4, S5.4/
AEIAR-174/2013 S6.4.8.1 |
AEIAR 130/2009 EM&A
Manual S2.4, S4.4/ AEIAR-174/2013
EM&A Manual S4.2.1.1 |
Exposed
soil areas should be minimised to reduce the potential for increased
siltation, contamination of runoff, and erosion. Construction runoff related
impacts associated with the above ground construction activities can be
readily controlled through the use of appropriate mitigation measures which
include the use of sediment traps and adequate maintenance of drainage
systems to prevent flooding and overflow. |
Contractor |
All
relevant worksites |
Implemented |
|
Construction
site should be provided with adequately designed perimeter channel and
pre-treatment facilities and proper maintenance. The boundaries of critical
areas of earthworks should be marked and surrounded by dykes or embankments
for flood protection. Temporary ditches should be provided to facilitate
runoff discharge into the appropriate watercourses, via a silt retention
pond. Permanent drainage channels should incorporate sediment basins or traps
and baffles to enhance deposition rates. The design of efficient silt removal
facilities should be based on the guidelines in Appendix A1 of ProPECC PN 1/94. |
Contractor |
All relevant worksites |
Implemented |
||
|
Ideally,
construction works should be programmed to minimise surface excavation works
during the rainy season (April to September). All exposed earth areas should
be completed as soon as possible after earthworks have been completed, or alternatively,
within 14 days of the cessation of earthworks where practicable. If
excavation of soil cannot be avoided during the rainy season, or at any time
of year when rainstorms are likely, exposed slope surfaces should be covered
by tarpaulin or other means. |
Contractor |
All relevant worksites |
Implemented |
||
|
Sediment
tanks of sufficient capacity, constructed from pre-formed individual cells of
approximately 6 to 8 m3 capacity, are recommended as a general
mitigation measure which can be used for settling surface runoff prior to
disposal. The system capacity is flexible and able to handle multiple inputs
from a variety of sources and particularly suited to applications where the
influent is pumped. |
Contractor |
All relevant worksites |
Implemented |
||
|
Open
stockpiles of construction materials (for examples, aggregates, sand and fill
material) of more than 50 m3 should be covered with tarpaulin or
similar fabric during rainstorms. Measures should be taken to prevent the
washing away of construction materials, soil, silt or debris into any
drainage system. |
Contractor |
All relevant worksites |
Implemented |
||
|
Manholes
(including newly constructed ones) should always be adequately covered and
temporarily sealed so as to prevent silt, construction materials or debris
being washed into the drainage system and storm runoff being directed into
foul sewers. |
Contractor |
All relevant worksites |
Implemented |
||
|
Precautions
to be taken at any time of year when rainstorms are likely, actions to be
taken when a rainstorm is imminent or forecast, and actions to be taken
during or after rainstorms are summarised in Appendix A2 of ProPECC PN 1/94. Particular attention should be paid to
the control of silty surface runoff during storm events. |
Contractor |
All relevant worksites |
Implemented |
||
|
Oil
interceptors should be provided in the drainage system and regularly cleaned
to prevent the release of oils and grease into the storm water drainage
system after accidental spillages. The interceptor should have a bypass to
prevent flushing during periods of heavy rain. |
Contractor |
All relevant worksites |
Implemented |
||
|
An
adequately designed and located wheel washing bay should be provided at every
site exit, and wash-water should have sand and silt settled out and removed
at least on a weekly basis to ensure the continued efficiency of the process.
The section of access road leading to, and exiting from, the wheel-wash bay
to the public road should be paved with sufficient backfall
toward the wheel-wash bay to prevent vehicle tracking of soil and silty water
to public roads and drains. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Drainage |
|
|
|
||
|
It
is recommended that on-site drainage system should be installed prior to the
commencement of other construction activities. Sediment traps should be installed
in order to minimise the sediment loading of the effluent prior to discharge
into foul sewers. There should be no direct discharge of effluent from the
site into the sea. |
Contractor |
All relevant worksites |
Implemented |
||
|
All
temporary and permanent drainage pipes and culverts provided to facilitate
runoff discharge should be adequately designed for the controlled release of
storm flows. All sediment control measures should be regularly inspected and
maintained to ensure proper and efficient operation at all times and
particularly following rain storms. The temporarily diverted drainage should
be reinstated to its original condition when the construction work has
finished or the temporary diversion is no longer required. |
Contractor |
All relevant worksites |
Implemented |
||
|
Stormwater
Discharges |
|
|
|
||
|
Minimum
distances of 100 m should be maintained between the existing or planned stormwater discharges and the existing or planned
seawater intakes. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Sewage Effluent |
|
|
|
||
|
Construction
work force sewage discharges on site are expected to be connected to the
existing trunk sewer or sewage treatment facilities. The construction sewage
may need to be handled by portable chemical toilets prior to the commission
of the on-site sewer system. Appropriate numbers of portable toilets should
be provided by a licensed contractor to serve the large number of
construction workers over the construction site. The Contractor should also
be responsible for waste disposal and maintenance practices. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Debris and Litter |
|
|
|
||
|
In
order to maintain water quality in acceptable conditions with regard to
aesthetic quality, contractors should be required, under conditions of contract,
to ensure that site management is optimised and that disposal of any solid
materials, litter or wastes to marine waters does not occur. Debris and
refuse generated on-site should be collected, handled and disposed of
properly to avoid entering into the adjacent harbour waters. Stockpiles of
cement and other construction materials should be kept covered when not being
used. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Accidental Spillage |
|
|
|
||
|
Oils
and fuels should only be used and stored in designated areas which have
pollution prevention facilities. To prevent spillage of fuels and solvents to
the nearby harbour waters, 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, to prevent spilled
fuel oils from reaching the coastal waters of the Victoria Harbour WCZ. The
bund should be drained of rainwater after a rain event. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Waste Management Measures |
|||||
|
|
|
Waste Management Plan |
|
|
|
|
AEIAR-174/2013 S11.4.8.1 |
AEIAR-174/2013 EM&A Manual
S9.2.1.2 |
Contractor
should be requested to submit an outline Waste Management Plan (WMP) prior to
the commencement of construction work, in accordance with the ETWB TC(W) No.19/2005 so as to provide an overall framework of
waste management and reduction. |
Contractor |
All
relevant worksites |
Implemented |
|
|
|
Good Site Practices |
|
|
|
|
AEIAR-130/2009 S3.5, S5.5 |
AEIAR 130/2009 EM&A Manual
S2.5, S4.5 |
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. |
Contractor |
All relevant worksites |
Implemented |
|
Training
of site personnel in proper waste management and chemical waste handling
procedures. |
Contractor |
All relevant worksites |
Implemented |
||
|
Provision of sufficient
waste disposal points and regular collection for disposal. |
Contractor |
All relevant worksites |
Implemented |
||
|
Appropriate
measures to minimize windblown litter and dust during transportation of waste
by either covering trucks or by transporting wastes in enclosed containers. |
Contractor |
All relevant worksites |
Implemented |
||
|
A
recording system for the amount of wastes generated, recycled and disposed of
(including the disposal sites). |
Contractor |
All relevant worksites |
Implemented |
||
|
Waste Reduction
Measures |
|
|
|
||
|
Sort
C&D waste from demolition of the remaining structures to recover
recyclable portions such as metals. |
Contractor |
All relevant worksites |
Implemented |
||
|
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. |
Contractor |
All relevant worksites |
Implemented |
||
|
Encourage
collection of aluminum 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. |
Contractor |
All relevant worksites |
Implemented |
||
|
Any unused chemicals or
those with remaining functional capacity should be recycled. |
Contractor |
All relevant worksites |
Implemented |
||
|
Proper
storage and site practices to minimize the potential for damage or
contamination of construction materials. |
Contractor |
All relevant worksites |
Implemented |
||
|
Construction and
Demolition Materials |
|
|
|
||
|
Where
it is unavoidable to have transient stockpiles of C&D material within the
work site pending collection for disposal, the transient stockpiles shall be
located away from waterfront or storm drains as far as possible. |
Contractor |
All relevant worksites |
Implemented |
||
|
Open
stockpiles of construction materials or construction wastes on-site should be
covered with tarpaulin or similar fabric. |
Contractor |
All relevant worksites |
Implemented |
||
|
Skip hoist for material
transport should be totally enclosed by impervious sheeting. |
Contractor |
All relevant worksites |
Implemented |
||
|
Every
vehicle should be washed to remove any dusty materials from its body and
wheels before leaving a construction site. |
Contractor |
All relevant worksites |
Implemented |
||
|
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. |
Contractor |
All relevant worksites |
Implemented |
||
|
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. |
Contractor |
All relevant worksites |
Implemented |
||
|
All
dusty materials should be sprayed with water prior to any loading, unloading
or transfer operation so as to maintain the dusty materials wet. |
Contractor |
All relevant worksites |
Implemented |
||
|
The
height from which excavated materials are dropped should be controlled to a
minimum practical height to limit fugitive dust generation from unloading. |
Contractor |
All relevant worksites |
Implemented |
||
|
When
delivering inert C&D material to public fill reception facilities, the
material should consist entirely of inert construction waste and of size less
than 250mm or other sizes as agreed with the Secretary of the Public Fill
Committee. In order to monitor the disposal of the surplus C&D material at
the designed public fill reception facility and to control fly tipping, a
trip-ticket system as stipulated in the ETWB TCW No. 31/2004 “Trip Ticket
System for Disposal of Construction and Demolition Materials” should be
included as one of the contractual requirements and implemented by an
Environmental Team undertaking the Environmental Monitoring and Audit work.
An Independent Environmental Checker should be responsible for auditing the
results of the system. |
Contractor |
All relevant worksites |
Implemented |
||
|
Chemical Waste |
|
|
|
||
|
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 CWTF or other licensed
facility, in accordance with the Waste Disposal (Chemical Waste) (General)
Regulation. |
Contractor |
All
relevant worksites |
Partially |
||
|
General Refuse |
|
|
|
||
|
General
refuse should be stored in enclosed bins or compaction units separate from
C&D material. A licensed waste collector should be employed by the
contractor to remove general refuse from the site, separately from C&D
material. Effective collection and storage methods (including enclosed and
covered area) of site wastes would be required to prevent waste materials
from being blown around by wind, wastewater discharge by flushing or leaching
into the marine environment, or creating odour nuisance or pest and vermin
problem. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Land Contamination Measures |
|||||
|
|
|
For any excavation
works conducted at Radar Station |
|
|
|
|
AEIAR-130/2009 S3.6.57 |
AEIAR 130/2009 EM&A Manual
S4.6 |
As
the risk due to dermal contact with groundwater by site workers is uncertain,
it is recommended that personnel protective equipment (PPE) be used by site
workers as a mitigation measure. |
Contractor |
All
relevant worksites |
Not
Applicable |
|
Landscape and Visual Impact |
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New
Distributor Roads Serving the Planned KTD |
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Construction Phase |
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AEIAR-130/2009 S3.8.12 |
AEIAR 130/2009 EM&A
Manual S2.8 |
All existing trees should be
carefully protected during construction. |
Contractor |
All relevant worksites |
Not
Applicable |
|
Trees
unavoidably affected by the works should be transplanted where practical.
Detailed transplanting proposal will be submitted to relevant government
departments for approval in accordance with ETWBC 2/2004 and 3/2006. Final
locations of transplanted trees should be agreed prior to commencement of the
work. |
Contractor |
All relevant worksites |
Not
Applicable |
||
|
Control of night-time
lighting. |
Contractor |
All relevant worksites |
Not
Applicable |
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|
Erection of decorative
screen hoarding. |
Contractor |
All relevant worksites |
Not
Applicable |
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Trunk
Road T2 |
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|
Construction Phase |
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AEIAR-174/2013 |
AEIAR-174/2013 EM&A Manual
S7.2.1.2 |
All
works shall be carefully designed to minimize impacts on existing landscape
resources and visually sensitive receivers. Existing trees within works area
shall be retained and protected. |
Contractor |
All
relevant worksites |
Not
Applicable |
|
Existing
trees of good quality and condition that are unavoidably affected by the
works should be transplanted. |
Contractor |
All relevant worksites |
Not
Applicable |
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|
Large
temporary stockpiles of excavated material shall be covered with unobtrusive |
Contractor |
All relevant worksites |
Implemented |
||
|
Construction
plant and building material shall be orderly and carefully stored in order to
create a neat and tidy visual appearance. |
Contractor |
All relevant worksites |
Implemented |
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|
Erection
of decorative screen hoarding should be designed to be compatible with the
existing urban context. |
Contractor |
All relevant worksites |
Not Applicable |
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|
All
lighting in construction site shall be carefully controlled to minimize light
pollution and night-time glare to nearby residences and GIC user. The
contractor shall consider other security measures, which shall minimize the
visual impacts. |
Contractor |
All relevant worksites |
Not
Applicable |
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|
General Condition |
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The
Permit Holder shall display conspicuously a copy of this Permit on the
Project site(s) at all vehicular site entrances/exits or at a convenient
location for public’s information at all times. The Permit Holder shall
ensure that the most updated information about the Permit, including any
amended Permit, is displayed at such locations. If the Permit Holder surrenders a part
or the whole of the Permit, the notice he sends to the Director shall also be
displayed at the same locations as the original Permit. The suspended, varied or cancelled
Permit shall be removed from display at the Project site(s). |
Contractor |
All
relevant worksites |
Implemented |