|
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 |
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 |
Partially 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 |
Partially 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 |
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 |
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 |
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 |
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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 |
Implementation
status: Implemented / Partially Implemented / Not Implemented / Not Applicable