16.1.1.1
This section presents the
implementation schedule of the recommended mitigation measures for the KTE
project. Table 16.1
summarises the details of the mitigation measures, which should be implemented
as far as practicable in the works areas as specified. For each of the recommended mitigation
measures, both the location and timing for the measures, and the parties
responsible for implementing the measures and for maintenance, have been
identified.
Table 16.1: Implementation
Schedule for Environmental Mitigation Measures
EIA
Reference |
EM&A
Manual Reference |
Environmental Protection Measures |
Objectives of Measures and Main Concern
to Address |
Location |
Implementation Agent |
Relevant Standard or Requirement |
Implementation Stages |
Mainten- ance Agent |
||
D |
C |
O |
||||||||
Miscellaneous |
||||||||||
3.4.2.1 |
|
WSD
Fresh Water Service Reservoir Undertake
an independent study of the effects of the drill and blast tunnelling on the
reservoir to the satisfaction of WSD. |
Ensure
stability of the reservoir during construction |
WSD
Fresh Water Service Reservoir |
MTR
Corporation/ Main Contractor |
- |
|
ü |
|
n/a |
Landscape and Visual |
||||||||||
5.12.1.2 |
|
Reuse
of Existing Topsoil Existing
topsoil shall be re-used for new planting areas within the project. The Contractor’s construction plan shall
consider using the soil removed for backfilling. Suitable storage ground,
gathering ground and mixing ground shall be set up if necessary. |
Conservation
of valuable natural landscape
resources |
Hill
slopes above Roadside
planters at |
MTR
Corporation/ Main Contractor |
EIA
recommendation |
|
ü |
|
MTR Corporation / LandsD,
LCSD / HyD |
5.12.1.2 |
|
Tree
Transplantation Transplantation is proposed for a number of trees
which are generally able to provide high amenity value and are likely to
survive the transplantation process. |
Conservation
of valuable natural landscape
resources |
HOM Station, Slopes surrounding
Fat Kwong Street Playground, WHA Station |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
All transplantation will be carried out in
accordance with ETWB TCW No. 3/2006. |
ü |
ü |
|
MTR Corporation / LandsD /
HyD / LCSD / AFCD |
5.12.1.2 |
|
Erection of Decorative
Hoardings Temporary decorative
screen hoardings shall be designed and erected to be compatible with the
existing urban context, either brightly and imaginatively or with visually
unobtrusive design and colours where more appropriate. All works sites and
works areas shall be surrounded by such hoardings, which shall be removed at
project completion. |
Visual
screening of works site during construction |
All
works sites and Temporary Works Areas |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
|
Contractor |
5.12.1.2 |
|
Control of night-time lighting glare All security floodlights for construction sites
and temporary works areas shall be equipped with adjustable shield, frosted
diffusers and reflective covers, and be carefully controlled to minimize
light pollution and night-time glare to nearby receivers. |
Restricting
light pollution to nearby receivers |
All
works sites and Temporary Works Areas |
Main
Contractor |
EIA
recommendation |
|
ü |
|
Contractor |
5.12.1.2 |
|
Re-provision of
Public Open Spaces Every effort should be made to minimise use of
public open spaces, however if affected by the Project they shall be
re-provisioned to an equal or improved standard at completion of the
project. Sensitive design and reinstatement of the affected Public Open
Spaces (Gascoigne Road Rest Garden, Yan Fung Street Rest Garden, Fat Kwong
Street Playground) shall be made, incorporating replacement facilities to
those currently provided and using materials of quality suitable for long term
use and acceptable to the relevant government departments including LCSD and
PlanD, who shall be consulted on the design of the reinstated public open
spaces at an early stage of the design process. |
Replacement
of loss of resources |
Fat |
MTR
Corporation / Main Contractor/ Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
ü |
LCSD |
5.12.1.2 |
|
Compensatory
Tree Planting Suitable land
pockets within the project area will be used for the implementation of
compensatory mitigation to offset the net loss of key landscape resources and
improve visual amenity. A compensatory tree planting proposal
including locations of tree compensation will be submitted separately to seek
relevant government department’s approval, in accordance with ETWB TCW No.
3/2006. |
Replacement
of loss of resources and Enhancement
of visual amenity |
Fat WAB, HOM Station WHA Station |
MTR
Corporation / Main Contractor/ Detailed Design Consultant |
ETWB
TCW No. 3/2006. WBTC
7/2002 |
ü |
ü |
ü |
MTR Corporation / LandsD/ HyD/ LCSD/ AFCD |
5.12.1.2 |
|
Horizontal and Slope
Greening Shotcreting of cut rock slopes shall be avoided
and greening applications employed throughout the project. At HOM Station the
backfill slopes shall be hydroseeded and native seedling trees planted. The
station roof shall be temporarily greened should there be no further on-site
development within 1 year of completion of KTE, until permanent measures are
undertaken under the proposed property development stage. Parapets at WAB and HOM
Station shall be provided with internal permanent planter boxes. The roof at WAB shall be
greened to improve visual amelioration from surrounding high level viewers Station entrances at HOM
and WHA shall utilise shrub planting areas to provide localised greening |
Mitigation
of loss of resources and Enhancement of visual amenity |
Fat WAB, HOM Station WHA Station |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
WBTC
25/93 WBTC
17/2000 |
ü |
ü |
ü |
MTR Corporation / LandsD |
5.12.1.2 |
|
Planting Vertical greening /
climbers shall be applied to all above ground structures against exposed
walls where appropriate. Further such localised planting systems shall be
instigated subject to technical operational and maintenance constraints. |
Mitigation
of loss of resources and Enhancement of visual amenity |
WAB, HOM Station |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
ü |
MTR Corporation |
5.12.1.2 |
|
Architectural Design
Aesthetics for the WAB at Club de Recreio The emergency access and
ventilation building shall be designed in a way so as to ensure the form,
material and surface detailing of this structure can fit sympathetically into
the local context. The form shall consider the Cultural Heritage of the Club
de Recreio site as well as other proximate buildings. The structure shall incorporate
vertical greening / climbers. |
Enhancement
of visual amenity |
WAB |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
ü |
MTR Corporation |
5.12.1.2 |
|
Architectural
Design Aesthetics for Above-Ground Structures at HOM Station All station
entrances, vent shafts, chillers and other above-ground structures shall be
designed in accordance with the standardised MTR Corporation architectural
theme for the KTE and other current rail projects. However specific attention
shall be undertaken to ensure the form, material and surface detailing of
these structures is considered to fit into the local context in terms of the
architectural character of the site. |
Enhancement
of visual amenity |
HOM Station |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
ü |
MTR Corporation |
5.12.1.2 |
|
Architectural
Design Aesthetics for Above-Ground Structures at WHA Station These shall be
designed in accordance with the standardised MTR Corporation architectural
theme for the KTE and other current rail projects. However specific attention
shall be undertaken to ensure the form, material and surface detailing of
these structures is considered to fit into the local context in terms of the
architectural character of the site. |
Enhancement
of visual amenity |
WHA
Station |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
ü |
MTR Corporation |
Air Quality |
||||||||||
S.6.7.1.7 & S.6.9.2.3 |
|
Cut-and-Cover
areas in the vicinity of adits and shafts (if applicable):- § Heavy construction activities and wind
erosion at the cut-and-cover areas, active areas for heavy construction
activities: -
Watering
every hour at exposed soil. § Trucks for transportation of materials: -
Wheel
washing facilities should be provided at all site exits. Vehicles should be
washed before leaving works sites. Spoil on trucks should be well covered
before leaving works sites to minimise the generation of dusty materials. -
Haul
roads within works sites should be paved and water spraying would be provided
to keep the wet condition. |
To
minimise dust impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor/ Detailed Design Consultant |
Air
Pollution Control Ordinance |
ü |
ü |
|
|
S.6.7.1.7 & S.6.9.2.3 |
|
Barging
point at Hung Hom Finger Pier: § For haul roads within the area of barging
point for transportation of spoil, all road surfaces should be paved and
hourly water spraying should be provided to keep the wet condition as far as
practical. § The spoil unloading process should be
undertaken within an enclosed tipping hall. Water spraying and 3-sided screen
with top should be provided at the discharge point for dust suppression. § Vehicle wheel washing facilities should
be provided at the exits of the barging point. |
To
minimise dust impacts |
Barging
Point at Hung Hom Finger Pier |
MTR
Corporation/ Main Contractor/Detailed Design Consultant |
Air
Pollution Control Ordinance |
ü |
ü |
|
|
S.6.7.1.5 & S. 6.7.1.8 |
|
Rock
crushing equipment at HOM Station and barging point at Hung Hom Finger Pier
if operated during construction: § A dust enclosure with fabric baghouse/cartridge filter type
dust extraction and collection system or equivalent system with 99% or more
dust removal efficiency for
the rock crushing equipment, haul road and unloading location; and § Watering of paved roads within the area
of the rock crushing facility as good site practice. |
To
minimise dust impacts |
Rock
crushing equipment at HOM Station and Barging Point at Hung Hom Finger Pier |
MTR
Corporation/ Main Contractor/Detailed Design Consultant |
Air
Pollution Control Ordinance |
ü |
ü |
|
|
S.6.7.1.5 & S.6.9.2.2 |
|
Tarpaulin
covers would be provided on wire mesh covered steel cages to prevent dust
emission during open blasting at HOM Station; |
To
minimise dust impacts |
Open
blasting area at HOM Station |
MTR
Corporation/ Main Contractor/Detailed Design Consultant |
EIA
recommendation |
ü |
ü |
|
|
S.6.9.2.4 |
|
Dust suppression measures stipulated in
the Air Pollution Control (Construction Dust) Regulation and good site
practices: § 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. § 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 should be applied to aggregate fines. § Open temporary stockpiles should be
avoided or covered. Prevent placing
dusty material storage piles near ASRs. § Tarpaulin covering of all dusty vehicle
loads transported to, from and between site locations. § Establishment and use of vehicle wheel
and body washing facilities at the exit points of the site. § Imposition of speed controls for vehicles
on unpaved site roads. 8km per hour is
the recommended limit. § Routing of vehicles and positioning of
construction plant should be at the maximum possible distance from ASRs. § 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. § Loading, unloading, transfer, handling or
storage of large amount of 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. § Covering or enclosing any conveyor belt
systems will generally be fully enclosed, depending on the design, materials
chosen, and dimension of the conveyor system. |
To
minimise dust impacts |
All
works sites |
MTR
Corporation/Main Contractor /Detailed Design Consultant |
Air
Pollution Control Ordinance |
ü |
ü |
|
|
Air-borne Noise |
||||||||||
S.7.9.2.6 |
|
The following good site practices should
be implemented: § Only well-maintained plant should be
operated on-site and plants should be serviced regularly during the
construction period; § Mobile plant, if any, should be sited as
far from NSRs as possible; § Plant known to emit noise strongly in one
direction should, wherever possible,
be properly orientated so that the noise is directed away from the
nearby NSRs; § Use of site hoarding as a noise barrier
to screen noise at low level NSRs; § Machines and plant that may be in
intermittent use should be shut down between works periods or should be
throttled down to a minimum; and § Any material stockpiles and other
structures should be effectively utilised, wherever practicable, to screen
the noise from on-site construction activities. |
To minimise air-borne noise impacts |
All
works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.1 |
|
The following quiet
PME should be used: § Air compressor § Asphalt Paver § Breaker § Bulldozer § Concrete lorry mixer § Concrete Pump / Grout Pump § Crane § Cutter, circular, steel (electric) § Dump Truck § Backhoe § Generator § Vibrating Poker, hand-held (electric) § Rock Drill § Roller, vibratory § Scraper § Water pump (electric) |
To minimise air-borne noise impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.4 |
|
Movable
or fixed noise barrier should be used for the following PME where
practicable: § Wheeled Excavator/Loader § Crane § Hydraulic Breaker § Scraper § Breaker, hand-held § Compactor, vibratory § Drill, percussive, hand-held (electric) § Concrete pump § Circular Saw, bench mounted § Truck § Bar bender and cutter (electric) § Conveyor belt § Generator, Super Silenced § Grout Pump § Saw, wire § Water Pump, Submersible (Electric) § Hydraulic Jack with Pump |
To minimise air-borne noise impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.4 |
|
Acoustic fabric should be used for the
following PME where practicable: § Compressor and Pneumatic Drilling Rig § Piling, vibrating hammer § Rock Drill § Silent Piling System |
To minimise air-borne noise impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.4 |
|
Noise enclosure/acoustic shed should be
used for the following PME where practicable and will generally be fully
enclosed depending on the design, materials chosen, and dimension of the PME: § Air Compressor § Rock Crushing Equipment |
To minimise air-borne noise impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.4 |
|
Silencer
should be used for the ventilation fans. |
To minimise air-borne noise impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.6 |
|
Use of
temporary hoardings along the works boundary. |
To minimise air-borne noise impacts |
All
relevant works sites |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.2 |
|
Noise
enclosures should be installed for the muckout points in WS1 ( |
To comply with the
criteria of Noise Control
Ordinance. |
All
muckout points at WS1, WS7a1 and WS26a |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.9.2.3 |
|
Noise enclosures should be
installed for all rock crushing equipment. |
To comply with the
criteria of Noise Control
Ordinance. |
All
rock crushing equipment |
MTR
Corporation/ Main Contractor |
Noise
Control Ordinance |
|
ü |
|
|
S.7.10.1.2 |
|
The maximum permissible sound
power levels (max SWLs) for the fixed plant should be complied with during
the selection of equipment and mitigation measures. |
To comply with the criteria
of Noise Control Ordinance. |
All
relevant location of fixed plant |
MTR
Corporation/ Detailed Design Consultant |
Noise
Control Ordinance |
ü |
|
ü |
|
S.7.10.2.1 |
|
The
detailed design for all fixed plant should incorporate the following good
practice where practicable: § Louvers should be orientated away from
adjacent NSRs whenever practicable; § Adequate direct noise mitigation measures
including silencers, acoustic louvers or acoustic enclosures should be
adopted where necessary; and § Quieter plant should be chosen as far as
practical. |
To comply with the
criteria of Noise Control
Ordinance. |
At outlets of fixed plant
including ventilation building, ventilation shafts, plant room for chiller
plant and cooling towers, etc |
MTR
Corporation/ Detailed Design Consultant |
Noise Control Ordinance |
ü |
|
ü |
|
Ground-borne Noise |
||||||||||
S.8.7.1.2 |
|
MTR will further review the
proposed mitigation measures for operational ground-borne noise during the
construction stage after the tunnel boring. |
To comply with the
criteria of Noise Control Ordinance. |
At suitable location |
MTR
Corporation/ Main Contractor |
- |
ü |
|
|
|
S.8.7.1.3 |
|
Commissioning test is recommended
to ensure compliance of the operational ground-borne noise levels |
To comply with the
criteria of Noise Control Ordinance. |
Designated locations |
MTR
Corporation/ Main Contractor |
Noise Control Ordinance |
ü |
ü |
ü |
|
Water Quality |
||||||||||
S.9.7.6 |
|
Construction site run-off and general construction activities: § The mitigation measures as outlined in
the ProPECC PN 1/94 Construction Site Drainage should be adopted where
applicable. |
To control water quality impact from
construction site runoff and general construction activities |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance, TM-DSS |
|
ü |
|
|
S.9.7.6 |
|
In case seepage of uncontaminated groundwater occurs, groundwater
should be pumped out from the works areas and discharged into the storm
system via silt removal facilities.
Uncontaminated groundwater from dewatering process should also be
discharged into the storm system via silt traps. |
To control water quality impact from
groundwater |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance |
|
ü |
|
|
S.9.7.6 |
|
At the barging point, mitigation measures for control of water
quality impact from surface run-off should be applied and the following good
site practices should also be adopted: § All vessels should be sized so that
adequate clearance is maintained between vessels and the seabed in all tide
conditions, to ensure that undue turbidity is not generated by turbulence
from vessel movement or propeller wash. § All hopper barges should be fitted with
tight fitting seals to their bottom openings to prevent leakage of material. § Construction activities should not cause
foam, oil, grease, scum, litter or other objectionable matter to be present
on the water within the site. § Loading of barges and hoppers should be
controlled to prevent splashing of material into the surrounding water. Barges or hoppers should not be filled to a
level that will cause the overflow of materials or polluted water during
loading or transportation. |
To control water quality impact from
barging point |
Barging point |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance |
|
ü |
|
|
S.9.7.6 |
|
For effluent discharge, there is a need to apply to EPD for a
discharge licence for discharge of effluent from the construction site under
the WPCO. The discharge quality should meet the requirements specified in the
discharge licence. Minimum distances of 100m should be maintained between the
discharge points of construction site effluent and the existing seawater
intakes. If monitoring of the treated effluent quality from the works areas
is required during the construction phase of the Project, the monitoring
should be carried out in accordance with the WPCO license which is under the
ambit of Regional Office of the EPD. |
To control water quality impact from
effluent discharge from construction site |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control Ordinance |
|
ü |
|
|
S.9.7.6 |
|
To prevent the accidental spillage of chemicals, the Contractor
should register as a chemical waste producer if chemical wastes would be
produced from the construction activities. The Waste Disposal Ordinance (Cap
354) and its subsidiary regulations in particular the Waste Disposal
(Chemical Waste) (General) Regulation should be observed and complied with
for control of chemical wastes. |
To control water quality impact from
accidental chemical spillage |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance, Waste Disposal Ordinance |
|
ü |
|
|
S.9.7.6 |
|
Any service shop and maintenance facilities should be located on hard
standings within a bunded area, and sumps and oil interceptors should be
provided. Maintenance of vehicles and equipment involving activities with
potential for leakage and spillage should only be undertaken within the areas
appropriately equipped to control these discharges. |
To control water quality impact from
accidental chemical spillage |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance, Waste Disposal Ordinance |
|
ü |
|
|
S.9.7.6 |
|
Disposal of chemical wastes should be carried out in compliance with
the Waste Disposal Ordinance. The Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes published under the Waste Disposal
Ordinance details the requirements to deal with chemical wastes. General
requirements are given as follows: § Suitable containers should be used to
hold the chemical wastes to avoid leakage or spillage during storage,
handling and transport. § Chemical waste containers should be
suitably labelled, to notify and warn the personnel who are handling the
wastes, to avoid accidents. § Storage area should be selected at a safe
location on site and adequate space should be allocated to the storage area. |
To control water quality impact from
accidental chemical spillage |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance, Waste Disposal Ordinance |
|
ü |
|
|
S.9.7.6 |
|
Regarding the hydrogeological impacts in
the construction of cut-and-cover tunnels and associated excavations for the
WAB / ventilation building, the following measures should be in place in
order to mitigate any drawdown effects to the groundwater table during the
operation of the temporary dewatering works: § Toe grouting should be applied beneath
the toe level of the temporary/permanent cofferdam walls as necessary to
lengthen the effective flow path of groundwater from outside and thus control
the amount of water inflow to the excavation. § Recharge wells should be installed as
necessary outside the excavation areas.
Water pumped from the excavation areas should be recharged back into
the ground. |
To control groundwater hydrogeological
impact and groundwater drawdown |
All
works sites |
MTR
Corporation/ Main Contractor |
EIAO-TM, Water Pollution Control
Ordinance |
|
ü |
|
|
S.9.8.6 |
|
Measures
for the tunnel run-off and drainage include: § Track drainage channels discharge should
pass through oil/grit interceptors/chambers to remove oil, grease and
sediment before being pumped to the foul sewer/holding tank for further
disposal. § The silt traps and oil interceptors
should be cleaned and maintained regularly. § Oily contents of the oil interceptors
should be transferred to an appropriate disposal facility, or to be collected
for reuse, if possible. |
To
control runoff from rail track |
Tunnels
and rail tracks |
MTR
Corporation/ Detailed Design Consultant |
Water Pollution Control Ordinance |
ü |
|
ü |
|
S.9.8.6 |
|
Measures
for the control of sewage effluents include: § Connection of domestic sewage generated
from the KTE project should be diverted to the foul sewer wherever
possible. If public sewer system is
not available, sewage tankering away services or on-site sewage treatment
facilities should be provided to prevent direct discharge of sewage to the
nearby storm system and all the discharge should comply with the requirements
stipulated in the TM-DSS. § For handling, treatment and disposal of
other operation stage effluent, the practices outlined in ProPECC PN 5/93
should be adopted where applicable. |
To
control water quality impact from sewage effluent discharge from the
ventilation building and Stations |
Ventilation
building and Stations |
MTR
Corporation/ Detailed Design Consultant |
EIAO-TM, Water Pollution Control
Ordinance, TM-DSS, ProPECC PN 5/93 |
ü |
|
ü |
|
Waste Management Implications |
||||||||||
S.10.5.6.1 |
|
Recommendations for good site practices: § Prepare a Waste Management Plan approved
by the Engineer/Supervising Officer of the Project based on current practices
on construction sites. § Training of site personnel in, site
cleanliness, proper waste management and chemical handling procedures. § Provision of sufficient waste disposal
points and regular collection of waste. § Appropriate measures to minimise
windblown litter and dust during transportation of waste by either covering
trucks or by transporting wastes in enclosed containers. § Regular cleaning and maintenance
programme for drainage systems, sumps and oil interceptors. § Separation of chemical wastes for special
handling and appropriate treatment. |
To implement good site practice for
handling, sorting reuse and recycling of C&D materials |
All
works sites |
Main
Contractor |
Waste Disposal
Ordinance, Land (Miscellaneous Provisions) Ordinance, ETWB TC(W) No 31/2004 |
|
ü |
|
|
S.10.5.6.1 |
|
Recommendations for waste reduction
measures: § Sorting of demolition debris and
excavated materials from demolition works to recover reusable/ recyclable
portions (i.e. soil, broken concrete, metal etc.). § 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. § Encourage collection of aluminium cans by
providing separate labelled bins to enable this waste to be segregated from
other general refuse generated by the workforce. § Proper storage and site practices to
minimize the potential for damage or contamination of construction materials.
§ Plan and stock construction materials
carefully to minimize amount of waste generated and avoid unnecessary
generation of waste. § Training should be provided to workers
about the concepts of site cleanliness and appropriate waste management
procedures, including waste reduction, reuse and recycle. |
To implement on-site sorting facilitating
reuse and recycling of materials as well as proper disposal of waste |
All
works sites |
Main
Contractor |
Waste Disposal
Ordinance, Land (Miscellaneous Provisions) Ordinance |
|
ü |
|
|
S.10.5.6.1 |
|
The Contractor should prepare and implement a Waste Management
Plan as a part of the Environmental Management Plan in accordance with ETWB
TCW No 19/2005 which describes the arrangements for avoidance, reuse,
recovery, recycling, storage, collection, treatment and disposal of different
categories of waste to be generated from the construction activities. |
To keep trace of the generation,
minimization, reuse and disposal of C&D materials in the Project |
All
works sites |
Main
Contractor |
ETWB TCW No 19/2005 |
|
ü |
|
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S.10.5.6.1 |
|
Storage of materials on-site may induce
adverse environmental impacts if not properly managed, recommendations to
minimise the impacts include: § Waste, such as soil, should be handled
and stored well to ensure secure containment, thus minimising the potential
of pollution. § Maintain and clean storage areas
routinely. § Stockpiling area should be provided with
covers and water spraying system to prevent materials from wind-blown or
being washed away. § Different locations should be designated
to stockpile each material to enhance reuse. |
To minimise potential impacts of waste
storage and enhance reusable volume |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.5.6.1 |
|
Waste hauliers must hold a valid permit for the
collection of waste as stipulated in their permits. Removal of waste should
be done in a timely manner. |
To collect and remove waste generated |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.5.6.1 |
|
Implementation of trip-ticket system to
monitor waste disposal and control fly-tipping. § Set up warning signs at vehicular access
points reminding drivers of designated disposal sites and penalties of an
offence. § Installation of close-circuited
television at access points of vehicles to monitor and prevent illegal
dumping. |
To monitor disposal of waste and control
fly-tipping |
All
works sites |
Main
Contractor |
ETWB TC(W) No
31/2004 |
|
ü |
|
|
S.10.5.6.1 |
|
Wheel washing facilities should be provided before
the trucks leave the works area. |
To minimise dust impact |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.5.6.1 |
|
The Contractor should ensure the on-site
separation from inert portion. The waste delivered to landfill should not
contain any free water or have water content more than 70% by weight. The
haulier must ensure suitable amount of waste would be loaded on different
types of trucks used. A one-week notice should be given to EPD with
information on Contractor’s name and respective contact details. |
To meet the requirement for disposal at
landfill |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.5.6.1 |
|
If
chemical wastes are produced at the construction site, the Contractor would
be required to register with the EPD as a chemical waste producer and to
follow the guidelines stated in the Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes. Containers used for storage of
chemical waste should : § Be compatible with the chemical wastes
being stored, maintained in good condition and securely sealed. § Have a capacity of less than 450 litres
unless the specifications have been approved by EPD; and § Display a label in English and Chinese in
accordance with instructions prescribed in Schedule 2 of the Waste Disposal
(Chemical Waste) (General) Regulation. |
To properly store the chemical waste
within works sites and works areas |
All
works sites |
Main
Contractor |
Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes |
|
ü |
|
|
S.10.5.6.1 |
|
The
chemical storage areas should: § Be clearly labelled to indicate
corresponding chemical characteristics of the chemical waste and used for
storage of chemical waste only. § 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 from entering.
§ Be properly arranged so that incompatible
materials are adequately separated. |
To prepare appropriate storage areas for
chemical waste at works areas |
All
works sites |
Main
Contractor |
Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes |
|
ü |
|
|
S.10.5.6.1 |
|
Lubricants,
waste oils and other chemical wastes would be generated during the
maintenance of vehicles and mechanical equipments. Used lubricants should be collected and
stored in individual containers which are fully labelled in English and
Chinese and stored in a designated secure place. |
To clearly label the chemical waste at
works areas |
All
works sites |
Main
Contractor |
Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes |
|
ü |
|
|
S.10.5.6.1 |
|
A
trip-ticket system should be operated in accordance with the Waste Disposal
(Chemical Waste) (General) Regulation to monitor all movements of chemical
waste. The Contractor should employ a
licensed collector to transport and dispose of the chemical wastes, to either
the approved CWTC at Tsing Yi, or another licensed facility, in accordance
with the Waste Disposal (Chemical Waste) (General) Regulation. |
To monitor the generation, reuse and
disposal of chemical waste |
All
works sites |
Main
Contractor |
Waste Disposal (Chemical Waste) (General)
Regulation |
|
ü |
|
|
S.10.5.6.1 |
|
General
refuse should be stored in enclosed bins or compaction units separate from
C&D materials and chemical waste. A reputable waste collector should be
employed by the contractor to remove general refuse from the site, separately
from C&D materials and chemical wastes. |
To properly store
and separate from other C&D materials for subsequent collection and
disposal |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.5.6.1 |
|
The
recyclable component of general refuse, such as aluminium cans, paper and
cleansed plastic containers should be separated from other waste. Provision and collection of recycling bins
for different types of recyclable waste should be set up by the Contractor. The Contractor should also be responsible
for arranging recycling companies to collect these materials. |
To facilitate recycling of recyclable
portions of refuse |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.5.6.1 |
|
The
Contractor should carry out a training programme for workers in avoiding,
reducing, reusing and recycling of materials generation. Posters and leaflets advising on the use of
the bins should also be provided in the sites as reminders. |
To raise workers’ awareness on recycling
issue |
All
works sites |
Main
Contractor |
- |
|
ü |
|
|
S.10.6.4 |
|
Chemical waste during the operation of
the KTE project: § The requirements stipulated in the Code
of Practice on the Packaging, Labelling and Storage of Chemical Wastes should
be followed in handling of chemical waste as in construction phase. § A trip-ticket system should be operated
in accordance with the Waste Disposal (Chemical Waste) (General) Regulation
to monitor all movements of chemical wastes which would be collected by a
licensed collector to a licensed facility for final treatment and disposal. § The recommendations proposed for the
mitigation of impacts from chemical waste in construction phase should also
be followed. |
To avoid environmental impacts in
handling, storage and disposal of chemical waste |
Ventilation building and Stations |
MTR Corporation |
Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes, Waste Disposal (Chemical Waste) (General)
Regulation |
|
|
ü |
|
S.10.6.4 |
|
General
refuse during the operation of the KTE project: § Provide recycling bins at designated
areas for proper recycling of papers, aluminium cans and plastics bottles. § Separation from other waste types and
collected by licensed collectors at daily basis to minimize the potential
impacts from odour and vermin. |
To separate the general refuse from other
waste types and proper disposal of the refuse |
Ventilation building and Stations |
MTR Corporation |
- |
|
|
ü |
|
S.10.6.4 |
|
Industrial
waste during the operation of the KTE project: § Separation of reusable components like
steel before collection by licensed collector |
To recycle useful materials from
industrial waste and proper disposal |
Ventilation building and Stations |
MTR Corporation |
- |
|
|
ü |
|
Hazard to Life |
||||||||||
S.12.12.1, S 12.12.6 |
Section
12.10.2.1, Section 12.10.2.4 |
Improved
truck design to reduce the amount of combustibles in, front exhaust spark
arrester, 1 x 9 kg water based and 1 x 9 kg dry chemical powder fire
extinguishers. This should be combined with monthly vehicle inspection. |
To meet the ALARP requirement. |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.1 |
Section
12.10.2.1 |
The
explosive truck accident frequency should be minimized by implementing a
dedicated training programme for both the driver and his attendants,
including regular briefing sessions, implementation of a defensive driving
attitude. In addition, drivers should be selected based on good safety
record, and medical checks. |
To meet the ALARP requirement. |
- |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.1 |
Section
12.10.2.1 |
The
contractor should as far as practicable combine the explosive deliveries for
a given work area. |
To meet the ALARP requirement. |
- |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.1 |
Section
12.10.2.1 |
The
explosive truck fire involvement frequency should be minimized by
implementing a better emergency response and training to make sure the
adequate fire extinguishers are used and attempt is made to evacuate the area
of the incident or securing the explosive load if possible. All explosive
vehicles should also be equipped with bigger capacity AFFF-type
extinguishers. |
To meet the ALARP requirement. |
- |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.1 |
Section
12.10.2.1 |
A
minimum headway between two consecutive truck conveys of at least 10 min is
recommended |
To meet the ALARP requirement. |
Along
explosives transport routes |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.2 |
Section
12.10.2.2 |
Blasting
activities including storage and transport of explosives should be supervised
and audited by competent site staff to ensure strict compliance with the
blasting permit conditions. |
To ensure that the risks from
the proposed explosives storage would not be unacceptable |
Works areas at which explosives would be
stored and/or used. |
MTR Corporation/ Main Contractor |
Dangerous Goods Ordinance |
|
ü |
|
- |
S.12.12.1 & S.12.12.7.2 |
Section
12.10.2.1 & Section 12.10.2.5 |
Only
the required quantity of explosives for a particular blast should be
transported to avoid the return of unused explosives to the temporary
magazine. The
number of return trips to the temporary magazine with the full load of
explosives or partial load should be minimised by proper co-ordination
between blasting and delivery. If disposal is required for small quantities, disposal should be made in a controlled and safe manner by a Registered Shotfirer. |
To reduce the risk during
explosives transport. |
Works areas at which explosives would be
stored and/ or used. |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.5 |
Section
12.10.2.4 |
Use
only experienced driver(s) with good safety record for explosive vehicle(s).
Training should be provided to ensure it covers all major safety subjects. |
To ensure safe transport of explosives. |
At
suitable location |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.5 |
Section
12.10.2.4 |
Develop
procedure to ensure that parking space on the site is available for the
explosives truck. Confirmation of parking space should be communicated to
truck drivers before delivery. |
To ensure that the risks from the
proposed explosives storage would not be unacceptable |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.3 |
Section
12.10.2.3 |
Delivery
vehicles shall not be permitted to remain unattended within the temporary
magazine site (or appropriately wheel-locked). |
To reduce the risk of fire
within the magazine |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.3 |
Section
12.10.2.3 |
Good
house-keeping within and outside of the temporary magazine to ensure that
combustible materials (including vegetation) are removed and not allowed to
accumulate. |
To reduce the risk of fire
within the magazine |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.5 |
Section
12.10.2.4 |
Detonators
shall not be transported in the same vehicle with other Class 1 explosives. |
To reduce the risk of explosion
during the transport of cartridged emulsion |
- |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.2 |
Section
12.10.2.2 |
Emergency
plan (i.e. temporary magazine operational manual) shall be developed to
address uncontrolled fire in temporary magazine area. The case of fire near
an explosive carrying truck in jammed traffic should also be covered. Drill
of the emergency plan should be carried out at regular intervals. |
To reduce the risk of fire. |
Temporary explosives magazine and along
explosives transport routes |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.2 |
Section
12.10.2.2 |
Adverse
weather working guideline should be developed to clearly define procedure for
transport explosives during thunderstorm. |
To ensure safe transport of explosives. |
Along
explosives transport routes |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.2 |
Section
12.10.2.2 |
The magazine storage quantities need to be reported
on a monthly basis to ensure that the two day storage capacity is not
exceeded. |
To reduce the risk within the magazine |
Temporary
explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.5 |
Section
12.10.2.4 |
During
transport of the explosives within the tunnel, hot work should not be
permitted in the vicinity of the explosives offloading or charging
activities. |
To ensure safe transport of explosives. |
Along
explosives transport routes |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.5 |
Section
12.10.2.4 |
Ensure
that UN 1.4B packaging of detonators remains intact until handed over at
blasting site. |
To reduce the risk of explosion during
the transport of detonator. |
- |
MTR
Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.6 |
Section
12.10.2.4 |
Steel
vehicle tray welded to a steel vertical fire screen should be mounted at
least 150 mm behind the drivers cab and 100 mm from the steel cargo
compartment, the vertical screen shall protrude 150 mm in excess of all three
(3) sides of the steel cargo compartment |
To reduce the risk during explosives
transport. |
- |
MTR
Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.10 |
Section
12.10.2.5 |
Ensure
cartridged emulsion with high water content should be preferred. Also, the
emulsion with perchlorate formulation should be avoided. |
To ensure safe explosives to be used. |
- |
MTR
Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.3 |
Section
12.10.2.3 |
Traffic
Management should be implemented within the temporary magazine site, to
ensure that no more than 1 vehicle will be loaded at any time, in order to
avoid accidents involving multiple vehicles within the site boundary. Based
on the construction programme, considering that 6 trucks could be loaded over
a peak 2 hour period, this is considered feasible. |
To ensure that the risks from
the proposed explosives storage and transport would not be unacceptable |
Temporary explosives magazine |
MTR
Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.3 |
Section
12.10.2.3 |
The
design of the fill slope close to the temporary magazine site should consider
potential washout failures and incorporate engineering measures to prevent a
washout causing damage to the temporary magazine stores |
To ensure that the risks from
the proposed explosives storage would not be unacceptable |
Temporary explosives magazine |
MTR
Corporation/ Main Contractor,/Fill Bank Office |
- |
|
ü |
|
- |
S.12.12.2 |
Section
12.10.2.2 |
The security plan should address different alert
security level to reduce opportunity for arson / deliberate initiation of
explosives. The corresponding security procedure should be implemented with
respect to prevailing security alert status announced by the Government. |
To ensure that the risks from
the proposed explosives storage would not be unacceptable |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.3 |
Section
12.10.2.3 |
A suitable work control system should be introduced,
such as an operational manual including Permit-to-Work system. |
To ensure that the risks from
the proposed explosives storage would not be unacceptable |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
S.12.12.3 |
Section
12.10.2.3 |
The magazine building shall be regularly checked for
water seepage through the roof, walls or floor. |
To ensure that the risks from
the proposed explosives storage would not be unacceptable |
Temporary explosives magazine |
MTR Corporation/ Main Contractor |
- |
|
ü |
|
- |
Note: D = Design
C =
Construction
O = Operation