|
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 |
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 |
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 |
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 |
Implemented |
||
|
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 |
Implemented |
||
|
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 |
Implemented |
||
|
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 |
Implemented |
||
|
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 |
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 |
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 |
Implemented |
||
|
Land
Contamination Measures |
|
|
|
||
|
|
|
For any excavation works conducted at
Radar Station |
|
|
|
|
|
|
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 |
|
|
|
|
|
|
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 |
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 |