|
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 |
Partially 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 |
Partially 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 |
Partially 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 |
Partially 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 |
Implemented |
||
|
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 |
Partially 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 |
Implemented |
||
|
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 |
Partially Implemented |
||
|
Routing
of vehicles and position of construction plant should be at the maximum
possible distance from ASRs. |
Contractor |
All relevant
worksites |
Not Applicable |
||
|
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 |
Partially 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 |
Not Applicable |
||
|
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 vechicles 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 |
Implemented |
||
|
|
|
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 |
Partially 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 |
Partially 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 |
Not Applicable |
||
|
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 |
Not Applicable |
||
|
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 |
Partially 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 |
Not Applicable |
||
|
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 |
Partially
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 |
Not Applicable |
||
|
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 |
Partially
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 |
Partially 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 Implemented |
||
|
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 |
Partially 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 |
|||||
|
New
Distributor Roads Serving the Planned KTD |
|||||
|
|
|
Construction Phase |
|
|
|
|
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 |
||
|
Erection
of decorative screen hoarding. |
Contractor |
All
relevant worksites |
Implemented |
||
|
Trunk
Road T2 |
|||||
|
|
|
Construction
Phase |
|
|
|
|
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 |
||
|
Large temporary stockpiles of
excavated material shall be covered with unobtrusive |
Contractor |
All relevant
worksites |
Partially 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 |
||
|
Erection of decorative screen
hoarding should be designed to be compatible with the existing urban context. |
Contractor |
All relevant
worksites |
Implemented |
||
|
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 |
||
|
General Condition |
|||||
|
|
|
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 |