This Section
presents a summary of the key potential environmental outcomes associated with
the construction and operation of the Project. Implementation schedule of the
recommendations are shown in Table 10.1.
Given the small scale of the
construction works and separation distance from the Air Sensitive Receivers
(ASRs), the dust impact at ASRs is minimal. In addition, due to the small scale of
site area, the number of construction plant operating on site is limited,
therefore, the gaseous emissions from the construction equipment is minimal and
no adverse impact is anticipated.
In view of the limited emissions
from karts on tracks and separation distances between ASR and tracks, air
quality impact is not expected.
Since the number of shuttle bus running between the karting
track and Tuen Mun Centre,
the air quality impacts due to additional traffic arising from karting track would not be anticipated. Besides, with the proper handling of
petrol stores and re-fuelling and regular maintenance of karts, no odour
nuisance is expected.
Based on the impact assessment,
no EM&A measures are required.
Due to the large separation
distances, unmitigated construction activities associated with the Project will
not cause adverse noise impact at the NSRs. The predicted construction noise levels
are in the range of 35 – 37 dB(A), which complied with
the stipulated noise criterion.
Based on the worst case scenario
by adopting a maximum sound pressure level of 98 dB(A) at 1 m for 13-kart
movement, the predicted facade noise levels for a maximum of 40-kart event is
well below the daytime noise criterion of 55 dB(A) at all NSRs
located at more than 1km from the site boundary.
Based on the impact assessment,
no EM&A measures are required.
Given the small scale of the construction
works, short duration of construction period and no identified WSRs within the study area, water quality impacts are
negligible and minimal during construction phase of the Project.
For the operation of karting, the main concern is the water quality impact may
be caused by the servicing and petrol re-fuelling activities. Nevertheless, the surface runoff can be
well controlled by adoption of a proper drainage system with peripheral channel
and petrol interceptor. Addition to
the proper handling of petrol tank and re-fuelling and regular maintenance of
karts, no adverse water quality impacts are anticipated.
Based on the impact assessment,
no EM&A measures are required.
The anticipated quantities of
C&D materials to be generated from site clearance and building renovation,
and chemical wastes, sewage and general refuse to be generated during both the
construction and operational phases will be minimal. Minimal residual impacts are anticipated
from the construction and operation of the karting
track.
Given the small scale of the
construction works, short duration of construction period and minimal use of
heavy-duty construction machinery, fuel and oils, land contamination impacts
are negligible during construction phase of the Project.
For the operation of the Project,
the main concern is the potential land contaminations caused by the karting activities, servicing, repairing and oil filling
activities. Nevertheless, all the
above activities will be carried out on paved areas. Any leakage can be well controlled by
secondary containments or a proper drainage system with peripheral channel and
petrol interceptor. With
consideration of the infrequent refuelling activities and the minimal amount of
fuel handled each time, as well as proper handling of petrol tank, precaution
on refuelling activities and regular maintenance of karts, no adverse impacts
on land contamination are anticipated.
Based on the impact assessment,
no EM&A measures are required.
Given that the proposed karting track is selected to be located within a remote and
shielded area, the proposed karting track would be
only visible from limited viewpoints, including the transient road users along
No unacceptable
residual impacts are predicted for the construction and operation of the
Project. This section presents the
environmental outcome of the Project.
The
site at Lung Kwu Tan has been selected as the
preferred location for the development of an outdoor karting
track. The site is distant
(>1000m) from any existing and planned residential developments and hence
the potential air quality and noise impacts are anticipated to be small. As the site is currently a flatted
wasteland, no further tree felling or slope excavation is required and thus
minimise the impact on ecological resources.
The servicing area,
and repair/maintenance area would be properly paved by concrete to avoid any
potential land contamination impacts.
In addition, the village house and Tsz Tong
within the site boundary will be kept and managed by the Project Proponent.
As discussed in Section 10.8.1, the proposed karting track has avoided densely populated residential
developments. In addition, the
footprint of the karting track is designed such that
no slope cutting or tree felling are required as part of the construction
works. The karting
track location makes use of the existing vegetation and the natural topography,
so the Project would only be visible from limited viewpoints.
The EIA has
critically assessed the overall acceptability of any environmental impacts
likely to arise as a result of the construction and operation of the proposed karting track.
This EIA Study
has predicted that the Project will comply with all environmental standards and
legislation and thus demonstrated the acceptability of any residual impacts
from the Project and the protection of the population and environmentally
sensitive receivers. The Study
concluded that there would be no adverse long term or cumulative
effects/impacts on the environment.
Table 10.1 Implementation
Schedule
|
EIA Ref. |
Environmental
Protection Measures |
Location/Duration
of Measures/Timing of Completion of Measures |
Implementation
Agent |
Implementation
Stage |
Relevant
Legislation & Guidelines |
|||
|
Des |
C |
O |
Dec |
|||||
|
AIR QUALITY – CONSTRUCTION PHASE The following good site practices are recommended to
minimize the dust nuisance during the construction of the karting
track: |
||||||||
|
S.4.5.1 |
·
Stockpiling of dusty materials should
be entirely covered or watered to avoid fugitive dust; |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Air Pollution Control (Construction
Dust) Regulation |
|
S 4.5.1 |
·
Site area should be kept wet during
excavation; |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Air Pollution Control (Construction
Dust) Regulation |
|
S 4.5.1 |
·
Dusty materials carried by truck
leaving the construction site should be covered by tarpaulin sheet to ensure
no leakage of dusty materials from trucks; |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Air Pollution Control (Construction
Dust) Regulation |
|
S 4.5.1 |
·
Regularly maintenance should be
provided for the diesel-powered mechanical equipment especially black smoke
is emitted; and |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Air Pollution Control (Construction
Dust) Regulation |
|
S 4.5.1 |
·
The engine of the equipment should be
switched off when it is not in operation. |
Within the construction site/Throughout
the construction period |
Contractor |
|
ü |
|
|
Air Pollution Control (Construction
Dust) Regulation |
|
AIR QUALITY – OPERATIONAL PHASE Although no exceedance of air
quality impact is anticipated during the operation of karting
track, the following measures are recommended: |
||||||||
|
S4.5.2 |
·
Maintenance of karts should be
performed regularly to avoid incomplete combustion or fuel leakage; |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 4.5.2 |
·
Proper handling of petrol storage
tank and during refuelling to avoid leakage of petrol; and |
At refilling area and petrol storage
area/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 4.5.2 |
·
Only limited quantities of petrol, a
standard 18 litre safety petrol tank, will be stored on site during the daytime. Any unused petrol will be collected by
the DG vehicle after the operating time of the karting
track. Only minor maintenance
works will be conducted on-site, including the use of lubricants, chain oil,
and brake cleaner. If any engine
maintenance works are required, the kart vehicle will be transport to a
garage. |
At refilling area and petrol storage
area/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
NOISE – CONSTRUCTION PHASE Though the predicted construction noise levels comply with
the stipulated noise criterion, good site practice and noise management is
recommended for minimising the construction noise impact on nearby NSRs. |
||||||||
|
S 5.6.1 |
·
Only well-maintained plant should be
operated on-site and plant should be serviced regularly during the construction
works; |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Noise from
Construction Activities - Non-statutory Controls (Practice Note PN 2/93) |
|
S 5.6.1 |
·
Machines and plant that may be use
intermittently, such as vibratory poker, should be shut down between work
periods or should be throttled down to a minimum; |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Noise from
Construction Activities - Non-statutory Controls (Practice Note PN 2/93) |
|
S 5.6.1 |
·
Plant known to emit noise strongly in
one direction, should, where possible, be orientated to direct noise away
from nearby NSRs; and |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Noise from
Construction Activities - Non-statutory Controls (Practice Note PN 2/93) |
|
S 5.6.1 |
·
Mobile plant should be sited as far
away from NSRs as possible. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Noise from
Construction Activities - Non-statutory Controls (Practice Note PN 2/93) |
|
NOISE – OPERAITONAL PHASE No mitigation measures are required as no exceedance of noise during operation is anticipated. |
||||||||
WATER QUALITY – CONSTRUCTION PHASE The following mitigation measures should be implemented
during the construction of the karting track: |
||||||||
|
Construction
Runoff and Drainage |
||||||||
|
S 6.6.1 |
·
Provision of perimeter channels to
intercept storm-runoff from outside the site. These shall be constructed in advance
of site formation works and earthworks; ·
Exposed soil surface shall be covered
by tarpaulin as soon as possible to reduce the potential of soil erosion. ·
Open stockpiles of construction
materials on site shall be covered with tarpaulin or similar fabric during
rainstorms. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
EPD
Practice Note for Professional Persons, Construction Site
Drainage (ProPECC
PN 1/94) |
|
General
Construction Activities |
||||||||
|
S 6.6.1 |
·
Debris and rubbish generated on-site
shall be collected, handled and disposed of properly to avoid entering the
nearby stormwater drains and open drainage
channels. All fuel tank and
storage areas shall 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. Open storm water
drains and culverts near the works area shall be covered to block the
entrance of large debris and refuse. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
- |
|
Sewage from
Workforce |
||||||||
|
S 6.6.1 |
·
Temporary sanitary facilities, such
as portable chemical toilets, shall be employed at the areas where the
temporary connection is not feasible.
A licensed contractor would be responsible for appropriate disposal
and maintenance of these facilities. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
- |
|
WATER QUALITY – OPERATIONAL PHASE Although no unacceptable water quality impact is
anticipated during the operational phase, the following measures are
recommended: |
||||||||
|
Surface
Runoff |
||||||||
|
S 6.6.2 |
·
Maintenance of karts should be
performed regularly to avoid leakage of fuel on tracks; |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 6.6.2 |
·
Proper handling of petrol storage
tank to avoid leakage of petrol; |
At refilling area and petrol storage
area/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 6.6.2 |
·
Drainage serving the open petrol
refilling point should be connected to storm drains via a petrol interceptor
with peak storm bypass; |
At refilling area and petrol storage
area/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 6.6.2 |
·
The servicing areas should be located
within roofed areas and concrete paved area. The drainage in the concrete paved
areas should be connected to foul sewers via a petrol interceptor. Oil leakage or spillage should be
contained and cleaned up immediately.
Waste oil should be collected and stored for recycling or disposal in
accordance with the Waste Disposal
Ordinance. |
At refilling area and petrol storage
area/throughout the operational year |
HGH Limited |
|
|
ü |
|
Waste Disposal Ordinance |
|
Sewage
Treatment |
||||||||
|
S 6.6.2 |
·
Temporary sanitary facilities, such
as portable chemical toilets, shall be employed. A licensed contractor would be
responsible for appropriate disposal and maintenance of these facilities. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
WASTE MANAGEMENT – CONSTRUCTION PHASE Wherever practicable, inert materials should be segregated
from other wastes to avoid contamination thereby ensuring acceptability at
public filling areas and avoiding the need for disposal at landfill. |
||||||||
|
C&D Materials |
||||||||
|
S 7.5.1 |
Measures
taken in the Planning Design Stages to Reduce the Generation of C&DM ·
Avoidance and minimization, that is,
reduction of waste generation through changing or improving practices and
design; |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Waste Disposal Ordinance WBTC No. 25/99 Incorporation of
Information on Construction and Demolition Material management in PWSC Papers |
|
S 7.5.1 |
·
Reuse of materials, thus avoiding
disposal (generally with only limited reprocessing); |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
WBTC No. 25/99 Incorporation of
Information on Construction and Demolition Material management in PWSC Papers |
|
S 7.5.1 |
·
Recovery and recycling, thus avoiding
disposal (although reprocessing may be required); and |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
WBTC No. 25/99 Incorporation of
Information on Construction and Demolition Material management in PWSC Papers |
|
S 7.5.1 |
· Treatment
and disposal, according to relevant law, regulations, guidelines and good
practice. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
WBTC No. 25/99 Incorporation of
Information on Construction and Demolition Material management in PWSC Papers |
|
S 7.5.1 |
Recommended
Construction Phase Measures for the Reduction of C&DM Generation ·
The Contractor should recycle as much
of the C&DM as possible on-site.
Public fill and construction waste should be segregated and stored in
different containers or skips to facilitate reuse or recycling of materials
and their proper disposal.
Surplus public fill should be delivered to the adjacent Tuen Mun Area 38 Fill Bank or Tuen Mun Area 38 Temporary
Construction Waste Sorting Facility for proper reuse while the construction
waste should be delivered to the WENT Landfill. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Waste Disposal Ordinance WBTC 32/92, The Use of Tropical Hard
Wood on Construction Site WBTC No. 2/93, Public Dumps WBTC 33/2002
Management of C&D Material including Rock WBTC 15/2003 Waste Management on
Construction Sites |
|
Chemical Waste The Contractor for the construction works and the operator
of the karting track should be registered with the
EPD. Chemical waste should be
handled in accordance with the Code of
Practice on the Packaging, Handling and Storage of Chemical Wastes as
follows. Containers used for
storage of chemical wastes should: |
||||||||
|
S 7.5.2 |
· be
suitable for the substance they are holding, resistant to corrosion,
maintained in a good condition, and securely closed; · have
a capacity of less than 450 L unless the specifications have been approved by
the EPD; and · display a label in English and Chinese
in accordance with instructions prescribed in Schedule 2 of the Regulations. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Waste Disposal (Chemical Waste)
(General) Regulation Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes |
|
S 7.5.2 |
The storage
area for chemical wastes should: · be
clearly labelled and used solely for the storage of chemical waste; · be
enclosed on at least 3 sides; · have
an impermeable floor and bunding, of capacity to
accommodate 110% of the volume of the largest container or 20% by volume of
the chemical waste stored in that area, whichever is the greatest; · have
adequate ventilation; · be
covered to prevent rainfall entering (water collected within the bund must be
tested and disposed of as chemical waste, if necessary); and · be arranged so that incompatible
materials are appropriately separated. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Waste Disposal (Chemical Waste)
(General) Regulation Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes |
|
S 7.5.2 |
Disposal of
chemical waste should be: · via
a licensed waste collector; and · to a facility licensed to receive
chemical waste, such as the Chemical Waste Treatment Facility which also
offers a chemical waste collection service and can supply the necessary
storage containers. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Waste Disposal (Chemical Waste)
(General) Regulation Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes |
|
Sewage |
||||||||
|
S 7.5.3 |
· An
adequate number of portable toilets should be provided for the on-site
construction workforce. 4 mobile
toilets would be provided for the use of visitors during operational
phase. All portable toilets
should be maintained in a state that will not deter the users from using
them. Night soil should be
regularly collected by a licensed collector for disposal at the Pillar Point
Sewage Treatment Works. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
- |
|
General Refuse |
||||||||
|
S 7.5.4 |
· General
refuse should be stored in enclosed bins separately from construction and
chemical wastes. Recyclables (ie paper and aluminium can and plastic bottles) should be
stored separately to facilitate subsequent recycling. A reputable waste collector should be
employed by the Contractor to remove general refuse from the site, separately
from construction and chemical wastes, on a daily basis to minimise odour,
pest and litter impacts. The
burning of refuse on construction sites is prohibited by law. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Waste Disposal Ordinance |
|
Management
of Waste Disposal |
||||||||
|
S 7.5.5 |
· The
contractor should open a billing account with EPD in accordance with the Waste Disposal (Charges for Disposal of
Construction Waste) Regulation for the payment of disposal charges. Every waste load transferred to
government waste disposal facilities such as public fill, sorting facilities,
landfills or transfer station would required a valid “chit” which contain the
information of the account holder to facilitate waste transaction recording
and billing to the waste producer.
A trip-ticket system should also be established in accordance with Works Bureau Technical Circular No. 31/2004
to monitor the disposal of solid wastes at transfer station/landfills, and to
control fly-tipping. The billing
“chit” and trip-ticket system will be included as one of the contractual
requirements and implemented by the contractor. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
WBTC No 31/2004,
Trip Ticket System for Disposal of Construction & Demolition Materials |
|
S 7.5.5 |
· A
recording system for the amount of waste generated, recycled and disposed of
(including the disposal sites) should be established during the construction
stage. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
WBTC No 31/2004,
Trip Ticket System for Disposal of Construction & Demolition Materials |
|
Staff
Training |
||||||||
|
S 7.5.6 |
· Training
should be provided to workers on the concepts of site cleanliness and on
appropriate waste management procedures, including waste reduction, reuse and
recycling at the beginning of the Contract. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
- |
|
LAND CONTAMINATION –CONSTRUCTION
PHASE |
||||||||
|
The
following mitigation measures should be implemented during the construction
of the karting track: |
||||||||
|
Construction
Runoff and Drainage Construction
site runoff and drainage should be prevented or minimized in accordance with
the guidelines stipulated in the EPD Practice Note for Professional Persons,
Construction Site Drainage (ProPECC PN 1/94),
so as to prevent any potential spillage of fuel or oils from entering the
soil or storm water drains. The practices include the following
items: |
||||||||
|
S 8.5.1 |
· Maintenance
of heavy-duty machinery shall be minimised and should be carried out
off-site. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Practice
Note for Professional Persons, Construction Site Drainage (ProPECC PN 1/94) |
|
S 8.5.1 |
· Exposed
soil surface shall be covered by tarpaulin as soon as possible to minimise
exposure of soil to potential contaminating sources. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Practice
Note for Professional Persons, Construction Site Drainage (ProPECC PN 1/94) |
|
S 8.5.1 |
· Provision
of perimeter channels to intercept storm-runoff from outside the site. These shall be constructed in advance
of site formation works and earthworks. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Practice
Note for Professional Persons, Construction Site Drainage (ProPECC PN 1/94) |
|
S 8.5.1 |
· The
section of the road between the wheel washing facilities and the public road
shall be paved with backfall to prevent wash water
or other site runoff from entering public road drains. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
Practice
Note for Professional Persons, Construction Site Drainage (ProPECC PN 1/94) |
General Construction Activities |
||||||||
|
S 8.5.1 |
· All
fuel tank and storage areas shall 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.
Open storm water drains and culverts near the works area shall be
covered to block the entrance of large debris and refuse. |
Within the construction
site/Throughout the construction period |
Contractor |
|
ü |
|
|
- |
|
LAND CONTAMINATION –OPERATIONAL PHASE |
||||||||
|
Although no
unacceptable land contamination impact is anticipated during the operational
phase, the following measures are recommended: |
||||||||
|
S 8.5.2 |
Paving of
servicing area · The
servicing area, vehicle washing bays, lubrication bays and repair /
maintenance area would be properly paved by concrete. In addition, the servicing area should
be located within roofed areas.
The drainage serving the servicing area and oil filling point would be
connected to storm drains via a petrol interceptor with peak storm
bypass. Therefore, it is considered
unlikely to produce any quantifiable adverse land contamination impacts. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 8.5.2 |
Minimal and
controlled refilling activities · From
the desktop review and site survey results, the fuel tank capacity of the
kart is relatively small, i.e., about 3 litres, and refilling is required
once or twice a day. The
refilling time would be about 15 seconds. The maximum number of karts allowed on
the track for training or rental run is 40 and 34 for match. Given the small tank capacity and
infrequent refilling activities, the quantities of petroleum hydrocarbon
products to be used on site would be minimal. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 8.5.2 |
· All
the re-fuelling activities and repair and maintenance activities will be
carried out under concrete-paved areas. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 8.5.2 |
Other
Measures · All
karting activities should only be undertaken on asphaltic concrete paved tracks; · Maintenance
of karts should be performed regularly to avoid leakage of fuel on tracks; · Proper
handling of petrol storage tank to avoid leakage of petrol, including the use
of a secondary containment of a capacity equal to 110% of the storage
capacity of the largest tank and a roof cover to separate rainfall; · Service
area and repair / maintenance area should be concrete-paved; · Drainage
serving the open oil filling point should be connected to storm drains via a
petrol interceptor with peak storm bypass; · Vehicle
and plant servicing areas, vehicle wash bays and lubrication bays should be
located within roofed areas. The
drainage in these covered areas should be connected to foul sewers via a
petrol interceptor; and · Oil
leakage or spillage should be contained and cleaned up immediately. Waste oil should be collected and
stored for recycling or disposal in accordance with the Waste Disposal Ordinance. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 8.5.2 |
Hazard · Smoking
is prohibited within the site area; · Extinguishers
and fire-fighting sand are located along the track at 100m interval; · Extinguishers
are provided in the office and the servicing area; · Re-fuelling
should only be undertaken within the service area; · Only
one tank of petrol with a maximum 18 litre is to be stored in a safety petrol
tank within the servicing area; · No
petrol should be stored on site overnight; and · Maintenance
of karts should be performed regularly to avoid leakage of fuels on tracks. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
|
Should there
be an accident with fire, all activities within the track would be stopped
compulsorily and staff members will perform fire fighting using the
extinguisher and/or the fire-fighting sand. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
LANDSCAPE AND VISUAL – CONSTRUCTION
PHASE No
mitigation measures are required as no felling of trees or slope cutting is
required and the visual and landscape impacts are low. |
||||||||
|
LANDSCAPE AND VISUAL - OPERATIONAL
PHASE |
||||||||
|
S 9.10.2 |
·
To reinforce the existing
screening, climbers will be established on the external fence and bamboo will
be planted around the site boundaries in the southern area of the site. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |
|
S 9.10.2 |
·
The colour
of the maintenance structures will be painted green to minimize any potential
visual impacts. |
At karting
track/throughout the operational year |
HGH Limited |
|
|
ü |
|
- |