14 Summary
of Environmental Outcomes
14.3 Estimated Population Protected from Various
Environmental Impacts
14.4 Compensatory Woodland Planting Site
14.5 Environmental Benefits of Environmental Protection Measures
Recommended
Tables
Table
14.1 Key design considerations and the
associated environmental benefits
Table
14.2 Key recommended mitigation measures/ good
site practices/ enhancement measures and their associated benefits
14.1.1.1 This section summarises the overall environmental outcomes due to the construction and operation of the Project in accordance with Section 3.6.1 of the ESB-352/2022. With reference to Section 1 and Section 2, environmental considerations have been the key considerations throughout the Project. Alternative options for designs and construction methodologies have been duly considered in response to the public aspirations collated during the public engagement process in an appropriate manner. Besides, all the options considered have ensured that environmental impacts could be avoided or minimized where practicable and mitigated by implementation of suitable mitigation measures to fulfil all the statutory requirements. The technical assessments conducted (see Section 3 to Section 12) have demonstrated that all the statutory requirements in ESB-352/2022 and EIAO-TM have been complied with.
14.1.1.2 The following sections summarise the approaches that have been adopted to either avoid or minimize various environmental impacts throughout the design process, and the associated environmental enhancements.
14.2 Environmentally Friendly Options Considered and Incorporated to Avoid and Minimize Environmental Impact
14.2.1.1 As described in Section 2.10, avoidance and minimisation of environmental impacts have been one of the key considerations throughout the entire project development and design. For those impacts that could not be avoided, due considerations have been given to minimize those impacts as much as practicable so that all the residual impacts would comply with the statutory requirements. Given the views and opinions collated from the public engagement process, much emphasis has been given to address environmentally sensitive area such as Tai Lam Country Park, water gathering ground, butterfly overwintering ground at Siu Lang Shui, Fung Shui Woodland in So Kwun Wat, etc. A summary of these avoidance and minimisation approaches is given in Table 14.1.
Table
14.1 Key design considerations and
the associated environmental benefits
Design Approach |
Key Design Considerations |
Associated Environmental Benefits |
Avoidance of aboveground
works within Tai Lam Country Park and water gathering grounds |
·
Adopt suitable tunnelling method for alignment
section across Tai Lam Country Park, such that no aboveground works within
Tai Lam Country Park is required ·
Adopt suitable engineering design during
drill-and-blast tunnelling to avoid adverse impacts on the water gathering
ground |
·
Avoided direct habitat loss and disturbance
within Tai Lam Country Park |
Avoidance of direct impact on butterfly
overwintering ground at Siu Lang Shui |
·
Maintain a sufficient separation distance from
the butterfly overwintering ground at Siu Lang Shui from the proposed
explosive magazine site at Pillar Point ·
Minimize large scale of engineering works (e.g. site formation works) by selecting the proposed
explosive magazine site at Pillar Point, which was substantially formed by
previous projects |
·
Avoided direct impacts on the butterfly
overwintering ground ·
Minimised temporary habitat loss through proper
site selection |
Avoidance of direct impacts to eastern patch of Ching Uk Tsuen Fung Shui Woodland (Fung Shui Woodland at So
Kwun Wat) |
·
Elevate the vertical alignment near the eastern
patch of Ching Uk Tsuen Fung Shui Woodland (CUTFSW)
at So Kwun Wat to increase the headroom clearance as much as technically feasible ·
Adjust the horizontal alignment to avoid
overlapping with the eastern patch of CUTFSW as much as practicable
·
Avoid columns and associated works areas within
the CUTFSW ·
Separate the northbound and southbound viaduct
structures to provide a 7m separation between the viaduct structures, which
would allow a longer duration of direct sunlight reaching the portion of the
eastern patch of CUTFSW underneath |
·
Avoided direct impacts on the eastern patch of CUTFSW ·
Minimised disturbance to the Fung Shui Woodland |
Minimization of
disturbance to bat roosts |
·
Increase separation distances of the tunnel
alignment Tai Lam Chung (TLC) Catchwater Tunnel Nos. 5, 6, and 8, which
function as bat roosting grounds ·
Adjust tunnel construction methodology (i.e. review explosive charge weight of drill-and-blast
method and explore alternative tunnelling methods) in close vicinity of WSD
tunnels with bat habitats |
·
Avoided direct impacts on bat roosts in TLC
Catchwater Tunnel Nos. 5, 6 and 8 ·
Minimised disturbance to bat roosts inside TLC
Catchwater Tunnel Nos. 5, 6 and 8 |
Avoidance of direct impacts on Sites of
Archaeological Interest (SAI), Graded Buildings and Potential Marine
Archaeology |
·
Avoid encroachment on SAI and graded buildings ·
Adopt a viaduct for the section running across So
Kwun Wat Perowne Barrick SAI and avoid temporary
works areas within the SAI ·
Avoid all the anomalies by allowing sufficient
setback distance (around 50m) for marine ground investigation |
·
Avoided direct impact on SAI and graded buildings ·
Avoided direct impact on anomalies with unknown
marine archaeological potential |
Avoidance of reclamation at To Kau Wan in North
Lantau |
·
Remove the original scheme of reclamation at To
Kau Wan in North Lantau through optimization of Project alignment and
engineering design |
·
Avoided seabed loss at North Lantau, and the
associated water quality impacts during the construction stage |
Minimization of reclamation and dredging extents
for the reclamation in Tsing Lung Tau |
·
Optimise the extents of reclamation and dredging
for the reclamation in Tsing Lung Tau |
·
Minimised construction phase water quality
impacts at Tsing Lung Tau ·
Minimised the amount of sediment to be dredged
and disposed ·
Minimised the numbers of corals to be directly
affected |
Confinement of filling
works within seawall for the reclamation in Tsing Lung Tau |
·
Commence filling works upon the full completion
of the perimeter seawall for the reclamation in Tsing Lung Tau |
·
Minimised the possibility of fill materials and
fine suspended solids from being discharged into the open sea in an
unacceptable manner |
Minimization of slope cutting |
·
Minimise slope cutting through refinement of
alignment of the Project |
·
Minimised disruption and impacts to the landscape
resources and characters ·
Minimised the number of trees to be impacted ·
Minimised loss of habitats, especially those of
relatively higher ecological value, such as mixed woodland ·
Minimised the amount of excavation spoil and
construction waste generated |
14.3 Estimated Population Protected from Various Environmental Impacts
14.3.1.1 Population and environmental sensitive areas in the vicinity of the Project site have been protected through the avoidance and/or minimisation of environmental impacts from the construction and operation of the Project. Population protected from air quality impacts include air sensitive receivers within 500m from the Project Boundary including residential buildings, commercial buildings, industrial buildings, educational uses, recreational uses, places of public worship, and government/institutional or community uses. Population protected from noise impacts include noise sensitive receivers within 300m from the Project Boundary including residential buildings, educational uses, places of public worship, and government/institutional or community uses. Population protected from water quality impacts include water sensitive receivers within 500m from the Project Boundary.
14.4 Compensatory Woodland Planting Site
14.4.1.1 The permanent and temporary loss of mixed woodlands of low to medium ecological value due to the Project are about 17.54 ha and 6.54 ha respectively. The habitats to be temporarily affected would be reinstated to condition similar to pre-disturbed status upon completion of works as far as practicable. To compensate for the unavoidable permanent loss of mixed woodland due to the Project and temporary loss of mixed woodland cannot be reinstated with justification during the detailed design stage, provision of compensatory woodland in a ratio not less than 1:1 in terms of area should be carried out in accordance with the woodland compensation plan and tree compensation plan to be submitted in the detailed design stage. Areas in Tuen Mun West fulfilling the criteria above, are identified as potential compensatory woodland planting sites.
14.5 Environmental Benefits of Environmental Protection Measures Recommended
14.5.1.1 Mitigation measures/ good site practices/ enhancement measures have been recommended to further reduce the environmental impacts due to the construction and operation of the Project. Key recommended mitigation measures/ good site practices/ enhancement measures and their associated benefits are summarised in Table 14.2 below. Details have been mentioned in technical assessment sections (Section 3 to Section 12).
Table
14.2 Key recommended mitigation
measures/ good site practices/ enhancement measures and their associated
benefits
Aspect |
Key Recommended Mitigation Measures/
Good Site Practices/ Enhancement Measures |
Associated Environmental Benefits |
Air Quality |
·
Adopt dedicated spoil transportation routes away
from the identified Air Sensitive Receivers (ASRs) as practicable ·
Install 3-sided screen with top cover and provide
water sprays at the unloading point to barges at the barging facility ·
Avoid using exempted NRMM as much as practicable
and when alternatives are available from the local market at the time of construction · Site hoardings of not less than 2.4m high
should be provided as far as practicable along the site boundary with
provision for public crossing. Taller site hoardings may be considered for
ASRs in close vicinity to the site boundary, subject to actual site
constrains and detailed design. Good site practice shall also be adopted by
the Contractor to ensure the conditions of the hoardings are properly
maintained throughout the construction period ·
Adopt water spraying system for areas with heavy
construction activities ·
Connect construction plant and equipment to mains
electricity supply, and avoid use of diesel generators and diesel-powered
equipment as far as practicable to minimize air quality impact arising from
construction machinery ·
Close the impermeable blast covers at tunnel
portals prior to blasting works in order to ensure blasting works in a fully
enclosed environment ·
Water spray before open blasting and on blasted
material prior to transportation ·
Provide vehicle washing facilities at the exit of
the barging facility and exit of works sites ·
The engine of the barge shall be switched-off
during berthing as far as practicable. Provision of on-shore
power supply shall also be considered wherever possible to minimize air
quality impact from the marine vessels, with consideration of actual site
constraints or circumstances to be further reviewed during detail design
stage ·
Follow the requirements stipulated in the Best
Practicable Means for Cement Works (Concrete Batching Plant) BPM 3/2 (16) to
minimise the fugitive emissions arising from the operation of concrete
batching plants ·
Provide special mitigation measures for the
filling work above mean sea level at the reclamation site in Tsing Lung Tau,
including shotcreting, water spraying or covering
with impermeable sheet for effective dust control ·
Close liaison between the contractors of other concurrent projects and the Project would be
maintained to minimise dusty activities to be conducted concurrently as far
as practicable ·
During the subsequent design stage and the operational
stage, the ventilation engineer should conduct reviews on the ventilation
scheme covering different periods of a day, taking into
account the contemporary circumstance such as latest traffic forecast,
traffic composition, update on the ambient air quality etc, and then review
and update the air quality assessment as necessary to demonstrate full
compliance of the AQO. These reviews
would allow the designer and operator to optimize the operation of the
ventilation system without compromising the compliance of AQO ·
The planned air sensitive uses within the
operation area of the TMB shall be properly designed such that any openings,
openable windows, and/or fresh air intakes will be located and avoided from
the predicted exceedance zone at 1.5mAG. Further review of the layout and
design of operation area will be conducted in Detailed Design Stage to ensure
compliance of the AQOs |
·
Protect ASRs by reducing fugitive dust generation
and emissions ·
Ensure
compliance with the requirements in Annex 4 of the EIAO-TM at the ASRs |
Noise |
·
Follow good site practices to limit construction
noise emissions at the sources ·
Use of quality powered mechanical equipments and quieter construction methods ·
Use of temporary noise barriers and enclosures to
screen noise from relatively static PMEs ·
Install acoustic tunnel door or enclosure at the
tunnel portal opening for tunnelling activities ·
Provide at-source road traffic noise mitigation
measures (e.g. vertical and cantilevered noise
barrier, semi-enclosures and low noise road surfacing) ·
Provide mitigation measures for fixed noise
sources (e.g. quieter equipment, silencer, barrier
and enclosure) with reference to EPD’s “Good Practices on Ventilation System
Noise Control” ·
Orientate louvres away from adjacent NSRs,
preferably onto main roads which are less noise sensitive
·
Select façade for ventilation shafts with
adequate sound insulation properties |
·
Protect NSRs by reducing construction, road
traffic and fixed noise impacts ·
Ensure compliance with the respective road
traffic noise requirements at neighbouring NSRs ·
Ensure compliance with the respective fixed noise
requirements at neighbouring NSRs |
Water Quality |
·
Deploy single layer silt curtain during the
dredging activities and construction of mud pit ·
Follow Best Management Practices (BMPs) of
mitigation measures in controlling water pollution and good site management
as specified in the ProPECC PN 1/94 “Construction
Site Drainage” and Environment, Transport and Works Bureau (ETWB) Technical
Circular (Works) (TC(W)) No. 5/2005 ·
Adopt suitable water control strategies as far as
practicable, including probing ahead, pre-grouting and post-grouting, during
tunnelling works ·
Control impact on groundwater through adopting
toe grouting and installation of recharge well during temporary dewatering
for excavation works ·
Provide adequate and sufficient portable chemical
toilets for construction workforce and temporary storage tank for collection
of wastewater ·
Comply with the Conditions for Working within
Water Gathering Grounds ·
Carry out construction works close to inland
waters in dry season as far as practicable ·
Conduct watercourse removal and flow diversion in
dry season as far as practicable ·
Size all vessels to maintain adequate clearance
between vessels and the seabed in all tide levels ·
Control loading of barges and hoppers to prevent
splashing of materials into the surrounding water ·
Conduct filling works behind the seawall for the
reclamation in Tsing Lung Tau ·
Implement the mitigation measures recommended for
control of suspended solids release ·
Install and maintain roadside gullies and oil /
grease interceptors for removal of pollutants from storm water as necessary ·
Collect and treat wastewater generated by washing
and maintenance activities, and discharge to public sewerage system properly |
·
Protect the neighbouring WSRs during construction
and operational phases |
Waste Management |
·
Carry out on-site sorting of construction and
demolition (C&D) material ·
Make provisions in the contract documents to
allow and promote the use of recycled aggregates where appropriate ·
Implement a trip-ticket system for each works
contract in accordance with Development Bureau TC(W) No. 6/2010 to ensure
that the disposal of C&D materials is properly documented and verified ·
Apply for a designated disposal ground for
incorporation into the Contract documents in accordance with Development
Bureau TC(W) No. 6/2010 where necessary, if inert C&D materials of the
Project are expected to dispose to public fill reception facilities ·
Adopt good waste management and control practices
to avoid generation of excessive amount of waste materials ·
Maximize the reuse/recycle of C&D materials
as far as practicable ·
Employ waste collectors for disposal of general
refuse to prevent potential nuisance caused by mistreating general refuse,
such as windblown, vermin, water pollution and visual impact ·
Employ licensed chemical waste collectors for
collecting chemical waste ·
Adopt good management practices for handling and
disposal of marine sediment at dedicated marine disposal sites ·
Equip GPS or equivalent system at all dump trucks
/dump vessels engaged on site for delivery of inert C&D materials from
the site to Public Fill Reception Facilities / marine sediment from site to
designated dumping site ·
Conduct regular inspection, monitoring, collection and disposal of floating waste by the
Contractor |
·
Minimize waste generation ·
Ensure proper handling of chemical waste ·
Ensure the C&D materials are disposed to
designated sites |
Land Contamination |
·
Recommend site re-appraisal for the whole project
areas to assess the latest site situation prior to the commencement of the
construction |
·
Ensure any new changes in operation or land use
activities that might cause land contamination issue could be addressed after
the agreement of the Land Contamination Review but before commencement of the
construction |
Hazard to Life |
·
Reduce the amount of
combustibles in the cabin of truck. The fuel carried in the fuel tank should
also be minimized to reduce the duration of any fire ·
Implement defensive driving attitude and dedicate
training programme for both driver and his attendants ·
Transport the required quantity of explosive for
a particular blast ·
Combine explosive deliveries for a given work
area as far as practicable ·
Maintain a minimum headway between two
consecutive truck convoys of 10 minutes whenever practicable ·
Implement a better emergency response and
training to ensure adequate fire extinguishers are used and attempt is made
to evacuate the area of the incident or securing the explosive load if possible ·
Equip bigger capacity AFFF-type extinguishers on
all explosive vehicles ·
Implement good practices as per Practice Note for
Authorized Persons and Registered Structural Engineers – Control of Blasting
(APP-72), and Mines Division Guidance Note Nos. GN 8 How to Apply for a Mode
A Licence for Storage of Schedule 1 Dangerous Goods (Blasting Explosives) and
GN 3 Application and Handling of a Conveyance Permit |
·
Protect nearby sensitive receivers from adverse
impacts due to transportation, overnight storage and
use of explosive for blasting |
Ecology |
·
Avoid direct impact to recognized sites of
conservation importance, important habitats and roosting grounds ·
Avoid reclamation in North Lantau ·
Minimize habitat loss through adopting tunnel
design of alignment, refinement of alignment to minimize slope cutting,
maximizing haul road extent overlapping with the main alignment as far as
possible and minimizing reclamation footprint in Tsing Lung Tau ·
Minimize habitat fragmentation by adopting
tunnelling design and maximizing the haul road extent overlapping with the
main alignment ·
Minimize risk of direct injury/mortality to
species of conservation importance ·
Minimize risk of potential bird collision with
noise barriers using tinted materials and superimposing dark patterns or
strips on noise barriers ·
Minimize shading impact on the eastern patch of
Ching Uk Tsuen Fung Shui Woodland by maximizing the
gradient of the alignment to elevate the viaduct and leaving a 7-metre gap
between the dual 2-lane carriageway ·
Minimize light glare impact by adjusting
artificial lighting away from natural habitats and minimizing unnecessary lighting ·
Minimize water quality impacts by implementing
the recommended practices during construction and operational phases under
water quality section ·
Minimize indirect disturbance through confining
the works within site boundary and adopting other good site practices during
construction phase under air quality and noise section ·
Minimize groundwater infiltration by adopting
water control strategies in the water quality section ·
Minimize site runoff by adopting the best
practices detailed in water quality section ·
Reinstate the areas to be temporarily affected to
condition similar to pre-disturbed status through replanting as far as practicable ·
Minimize ground-borne vibration disturbance to
bat roost through integrated approach (controlling charge weight of blasting
and continuous monitoring) and continuous adaptive review ·
Divert sections of watercourses W4, W22, W23 and W24 to be directly impacted ·
Provide green channel design for watercourses
with comparatively higher ecological value and to be directly impacted ·
Compensate the loss of mixed woodland through
off-site compensatory woodland planting ·
Conduct detailed vegetation survey prior to
construction and submit a detailed transplantation plan in the detailed
design stage ·
Preserve, transplant and/or provide compensatory
planting of plant species of conservation importance, preferably on-site
preservation as far as practicable ·
Conduct pre-construction survey of aquatic and
water-dependent fauna species of conservation importance at the watercourses
to be directly impacted, including but not limited to Hong Kong Cascade Frog,
and submit translocation plan where necessary ·
Conduct detailed pre-construction reconnaissance
dive survey along the artificial rocky shore along the Tsing Lung Tau
shoreline within the reclamation site of Tsing Lung Tau prior to
construction, and review the effectiveness and feasibility of coral translocation ·
Adopt ecological enhancement feature on seawall
to enhance the recruitment and colonization of intertidal and subtidal fauna
onto the hard substrate surface ·
Regular site inspections to ensure compliance of
the recommended mitigation measures |
·
Avoid direct impacts on the aboveground habitats
in Tai Lam Country Park ·
Avoid direct impacts and minimize indirect
impacts during construction phase and operational phase |
Fisheries |
·
Implement the recommended mitigation measures and
practices during construction and operational phases under water quality
section |
·
Minimize the direct and indirect fisheries impacts
during construction and operational phase |
Landscape and Visual |
·
Adopt mitigation measures such as tree
preservation, tree transplanting, landscape reinstatement, provision of
decorative site hoarding, optimization of construction area and lighting control
should be adopted during the construction phase ·
Undertake regular site environmental inspections
during the construction period to ensure that the mitigation measures
recommended in the EIA Report and EM&A Manual are properly implemented by
the Contractor ·
Integrate mitigation measures to be implemented,
such as compensatory tree planting, post-planting monitoring, greening works
on slopes and associated structures, design of tunnel portals and landscape
treatment, design of an elegant bridge structure and approach roads,
provision of visually pleasing aesthetic treatment of noise mitigation
measures and provision of green roof at buildings as appropriate |
·
Minimize landscape and visual impacts during
construction and operational phases |
Cultural Heritage |
·
Conduct field scan, test pits and auger tests at
the east of Area A at the lower slopes to the north of Lam Tei Quarry when
access is available ·
Suspend the works when antiquities / supposed
antiquities, or buildings / structures both at-grade and underground with
potential heritage value that would likely be affected by the development are
identified during construction works, and the project proponent shall notify
AMO immediately for discussion of appropriate mitigation measures to be
agreed by AMO before implementation by the project proponent to the
satisfaction of AMO ·
Any vibration and building movement induced from
the construction works should be strictly monitored to ensure no disturbance
and physical damages made to the heritage site during the course of works ·
Monitoring proposal for the heritage sites,
including checkpoint locations, installation details, response actions for
each of the Alert/ Alarm/ Action (3As) levels and frequency of monitoring
should be submitted for AMO's consideration ·
Conduct a condition survey on Former Perowne Barracks, Gurkha Temple by qualified building
surveyor or engineer prior to and after construction phase. The Condition
Survey Report shall be submitted to AMO ·
Conduct vibration monitoring for Former Perowne Barracks, Gurkha Temple during construction phase
to ensure safe level of vibration will not be exceeded ·
Provide buffer zone of at least 5m to separate
the Former Perowne Barracks, Gurkha Temple building
from construction works ·
Special attention should be paid to avoid adverse
physical impact arising from the construction of the Project to the heritage
site. Design proposal, method of works and choice of machinery will be
targeted to minimize adverse impacts to the heritage site ·
Foundation information of the historic structure
shall be verified on site if needed, sufficient lateral support should be provided and de-watering (if required) should be carried
out with great cautions to control ground movement and change of ground water
regime at the heritage site ·
Conduct marine diver survey during the detailed
design stage when fencing off of the diving area can be safely implemented
but prior to any reclamation works. Should there be any marine archaeological
resources identified during the MAI, proper mitigation measures including but
not limited to rescue excavation shall be proposed for agreement with AMO
before the commencement of reclamation works ·
The marine ground investigation works (GI) shall
be arranged to avoid all the anomalies identified by geophysical survey
conducted, by allowing sufficient setback distance (around 50m) from the
anomalies. In case of discovery of any antiquities or supposed antiquities in
the course of marine GI works, the project proponent is required to inform
AMO immediately for discussion of appropriate mitigation measures to be
agreed by AMO before implementation by the project proponent to the
satisfaction of AMO. Besides, any GI at the anomalies is required to be
conducted after confirming their nature by MAI and seeking agreement with AMO |
·
Verify the presence of any archaeology remains
and identify measures if necessary prior to
construction |
General |
·
Implement a comprehensive Environmental
Monitoring System throughout the entire construction and the initial
operational stages ·
Employ an Environmental Team (ET) and Independent
Environmental Checker (IEC) |
·
Ensure compliance with all statutory requirements
and those recommendations in the EIA report |