|
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 |
Not Applicable |
|
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 |
Not Applicable |
|
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 |
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 |
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 |
Not Applicable |
|
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 |
Partially 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 |
Not
Applicable |
||
|
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 |
Not
Applicable |
|
|
|
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 |
Not
Applicable |
||
|
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 |
Not
Applicable |
||
|
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 |