The Shatin to
Central Link (SCL) is one of
the railway projects recommended for implementation in Railway Development
Strategy 2000 [1-1]. It
is an integral component of the expanded rail network, which will be required to
support the economic, social and population growth of the HKSAR in the coming
years. In particular, it will
support the urban renewal of the existing Kowloon City District, planned Kai Tak Development (KTD) and further developments in North
East New Territories (including Ma On Shan) by providing direct and efficient
rail service between Shatin and the Central Business
District of the Hong Kong Island via KTD [1-2].
The SCL is also one of the ten large-scale infrastructure projects announced by the Chief Executive in his 2007-2008 Policy Address. According to updated information, SCL is targeted to commence construction by mid 2012. For the purposes of the Environmental Impact Assessment (EIA), five EIA Studies have been conducted to cover different sections of the SCL. They include:
·
SCL – Tai Wai to Hung Hom
Section [SCL (TAW-HUH)] (hereinafter referred to as “the Project”, being
considered in this EIA) – the extension of Ma On Shan Line from Tai Wai Station via Hing Keng, Diamond Hill, Kai Tak, To Kwa Wan, Ma Tau Wai and Ho Man
Tin to Hung Hom, and link up with the existing West
Rail Line, along with a proposed stabling sidings option in Diamond Hill (DHS)1;
·
SCL – Mong Kok East
to Hung Hom Section [SCL (MKK-HUH)] – the realignment
work for the existing East Rail Line tracks from the tunnel portal near Oi Man Estate (Portal 1A) to the proposed North Ventilation
Building (NOV) in Hung Hom;
·
SCL – Hung Hom to Admiralty Section [SCL
(HUH-ADM)] – the section from NOV, Plant Rooms and Emergency Access in Hung Hom across the harbour to the
Causeway Bay Typhoon Shelter (CBTS), Exhibition Station (EXH) and then to ADM;
·
SCL Protection works at Causeway Bay Typhoon Shelter – the section of
approximately 160m long of the SCL tunnel protection works at the crossing over
Central-Wan Chai Bypass (CWB) tunnels, which would be
constructed under the CWB project; and
·
SCL – Stabling Sidings at Hung Hom Freight Yard
[SCL (HHS)] – another stabling sidings option for SCL (TAW – HUH) proposed at
the former freight yard in Hung Hom[1].
This Project covers the Tai Wai to Hung Hom section only. The proposed tentative alignment of SCL (TAW-HUH) is shown in Figure 1.1 and the tentative locations of off-site works areas (e.g. office, general storage), off-site works sites (e.g. barging facilities, magazine sites etc) are shown in Figure 1.2. According to the latest programme, the construction works for SCL (TAW-HUH) would commence in 2012. All major civil contracts would be completed by 2016. The remaining station fit-out, track layout etc works would be completed by 2018. More detailed description of the proposed Project is given in Sections 2 and 3.
Ove Arup & Partners Hong Kong Ltd (Arup) was commissioned by MTR Corporation Limited (MTR Corporation) as the EIA Consultant for the SCL (TAW-HUH). The SCL (MKK-HUH), SCL (HUH-ADM), Protection Works at Causeway Bay Typhoon Shelter and SCL (HHS) are separate Designated Projects and their EIA Studies would be conducted separately.
The Project is a single project comprising the following elements which are considered as designated projects as per Schedule 2, Part I, Categories A2, A4, A7, A8 and K10 of the Environmental Impact Assessment Ordinance (EIAO):
·
A.2: A railway and its associated stations.
·
A.4: A railway siding, depot, maintenance workshop, marshalling yard or goods
yard.
·
A.7: A road or railway tunnel more than 800 m in length between portals.
·
A.8: A road or railway bridge more than 100 m in length between abutments.
·
K.10: An explosive depot or explosives manufacturing plant in a
stand-alone, purpose built building.
A stabling sidings would be constructed at Diamond Hill under the Project. It is a Designated Project under Item A.4. of Schedule 2 of EIAO.
The explosive storage magazine described in this EIA will be constructed under the Kwun Tong Line Extension (EIA 184/2010) and would be share used between Kwun Tong Line Extension and the Project. An explosives depot in a stand-alone, purpose built building is a designated project (under Item K.10, Part 1 of Schedule 2 of the EIAO) (Referred to in this report as an explosives storage magazine). The future decommissioning of the explosives magazine is a designated project (under Item 11, Part II – Decommissioning Projects of Schedule 2 of the EIAO). As the date of the decommissioning is uncertain at this stage, it is not considered under this EIA Study. However, an Environmental Permit will be required prior to commencement of decommissioning work.
The locations of the above Designated Projects under SCL (TAW-HUH) are
shown in Figure 1.2.1.
Dredging would be required for the operation of
the proposed barging point at Kai Tak. Based on the estimation in the “Sediment
Quality Report of the Shatin to Central Link (Barging
Facility at Kai Tak Runway)”, the dredging
volume would be about 56,000m3 which is
less than 500,000m3. In addition, there are no
SSSI, site of cultural heritage, bathing beach, marine park or marine reserve,
fish culture zone, wild animal protection area, coastal protection area and
conservation area identified within 500m of the proposed dredging area.
Besides, there is no seawater intake point within 100m from the dredging
operation. Hence, the dredging
operation proposed under this project is not a Designated Project under Item
C.12 of Schedule 2 of EIAO.
An application (No. ESB-191/2008) for an Environmental Impact Assessment (EIA) Study Brief under Section 5(1)(a) of the EIAO was submitted by the MTR Corporation i.e. Project Proponent on 18 June 2008 with a project profile (No. PP-356/2008) (the Project Profile). Pursuant to Section 5(7)(a) of the EIAO, the Director of Environmental Protection issued an EIA Study Brief (ref: EIA Study Brief No: ESB- 191/2008 dated 14 July 2008) to provide the scope and requirements of the EIA study for SCL (TAW-HUH).
It should be noted that the EIA Study Brief has included a total of 7 stations, including Hin Keng Station (HIK), Diamond Hill Station (DIH), Kai Tak Station (KAT), To Kwa Wan Station (TKW), Ma Tau Wai Station (MTW), Ho Man Tin Station (HOM) and Hung Hom Station (HUH), along with a proposed stabling sidings in Diamond Hill (DHS).
During the design process after the issuance of EIA Study Brief, however, engineering and programme considerations have supported the construction and operation of HOM to be implemented, under the Kwun Tong Line Extension (KTE). Similarly, HUH would also be implemented under SCL (MKK-HUH). Whilst HOM and HUH will be assessed under separate EIAs, the impacts due to the construction and operation of these 2 stations have also been considered in this EIA to fulfil the requirement in the EIA Study Brief.
The entire SCL is to form a strategic rail corridor from Shatin to Central which will bring about various benefits to the community, including:
·
Redistribution
of railway passenger flows to relieve the existing railway lines in urban
·
Providing
public transport service for Kai Tak Development;
·
Relieving
road-based public transport in the existing developed areas, and alleviation of
the traffic congestion and environmental nuisance on existing road networks,
including the demand on the Hung Hom Cross Harbour
Tunnel; and
·
Stimulation
of the redevelopment of To Kwa Wan and
SCL (TAW-HUH) is an extension of the Ma On Shan Line (MOL) from Tai Wai Station to HUH for connection to the West Rail Line (WRL) so as to allow commuters to travel conveniently from Ma On Shan to Tuen Mun.
It will
create an efficient transportation link between MOL and WRL, and will provide
access for the public to an environmentally friendly transport system for
travel connection between MOL and WRL.
It offers an alternative route for passengers originated from the
Inevitably, environmental impacts will be induced on the existing environment along the alignment from some of the construction activities. Environmentally friendly construction methods and appropriate mitigation measures will be implemented to ensure all the impacts are minimized (see Sections 4 –16 for details).
When SCL (TAW-HUH) is completed, permanent changes to the environment and controlled acceptable impacts may be experienced by individuals. However, in the absence of SCL (TAW-HUH), passengers travelling between Tai Wai to Hung Hom will mainly rely on road-based transport, which will increase road traffic and contribute to additional noise and air pollution affecting the local districts. In addition, SCL (TAW-HUH) would relieve the road traffic demand on the Hung Hom Cross Harbour Tunnel which is currently with heavily traffic load. This would also help improving the local air quality nuisance.
According to the latest programme, the
construction works for SCL (TAW-HUH) would commence in 2012. All major civil contracts would be
completed by 2016. The remaining
station fit-out, track layout etc works would be completed by 2018. The
possible potential concurrent projects in the vicinity of the SCL (TAW-HUH) are
identified as follows. Figure 1.3 shows the location and alignment of these
concurrent projects.
1.7.1
Shatin to Central Link – Mong Kok East to Hung Hom Section, Hung
Hom to Admiralty Section and
Protection Works at Causeway Bay Typhoon Shelter
As
discussed in Section 1.3, there are
three sections in SCL, i.e., SCL (MKK-HUH), SCL
(HUH-ADM) and Protection Works at Causeway Bay Typhoon Shelter which will run
concurrently with this Project.
The SCL
(MKK-HUH) includes the realignment and modification of the railway section from Mong Kok East to Hung Hom and station modification works at HUH with new
underground platforms. According to
updated information, the project is anticipated to commence in
mid 2012 and the overall Project completion in 2018. It will therefore be constructed
concurrently with the proposed Project. Cumulative construction noise, dust,
landscape and visual impacts are therefore anticipated. Since the SCL
(MKK-HUH) in the vicinity of the Project would be in tunnels, cumulative impacts
during operational phase are not anticipated. Permanent above-ground
structures, however, will pose cumulative landscape and visual impacts on some
receivers during operational phase. The associated landscape and visual impacts
were assessed and the mitigation measures have been proposed to reduce the
impacts.
The SCL
(HUH-ADM) comprises an approximately 6 km extension of the East Rail Line
including a rail harbour crossing from Hung Hom to
Admiralty on
Protection Works at Causeway Bay Typhoon Shelter
(CBTS) involves the
construction of a section of the twin track railway tunnel box (the SCL
Protection Works) by cut-and-cover method at the crossing above the CWB
tunnels. The length of the SCL Protection Works is approximately 160m long and
it is located entirely offshore within the CBTS. Upon implementation of the SCL
(HUH-ADM) in the future, the south end of the Protection Works will be extended
from the temporary reclamation to connect with the South Ventilation Building
at the existing Police Officers’ Club and the north end of the Protection Works
will be continued in cut and cover construction to connect to an Immersed Tube
Tunnel beneath the harbour. Although the construction of the CBTS is anticipated to commence in
2012 and complete by 2013, separation
distance between CBTS and SCL (TAW-HUH) is over 500m and thus cumulative construction and operational impacts are
not expected. (Ref: http://www.epd.gov.hk/eia/register/report/eiareport/eia_1872010/EIA/html/TOC-Text.htm)
To support the SCL operation, there is another
option of providing stabling sidings in the former Hung Hom
Freight Yard (HHS) which is assessed under a separate EIA Report (SCL (HHS) EIA
Report). Adoption of either DHS, HHS or a combination of both sites for train
stabling would be subject to the findings of detailed engineering and EIA
studies. For this Project, it is
proposed to construct the stabling sidings option at Diamond Hill (DHS), therefore, the construction
of HHS is not considered as a concurrent project in this EIA study.
The Central
Kowloon Route (CKR) is a dual-3
lane trunk road across central
The construction of CKR bored tunnel between
The CKR also includes the construction of
underwater tunnel between underwater Kowloon City Ferry Pier and Kai Tak Runway (adopt cut-&-cover method involving
temporary reclamation), cut and cover tunnel, depressed and elevated roads
between Kai Tak Runway and the Interchange with Kai
Cheung Road, Kai Fuk Road and Trunk Road T2 on the
proposed KTD. The project also includes construction of ventilation buildings
and an administration building south to the Kai Tak
Tunnel portal.
According
to the latest information, CKR would commence construction by 2015 for
completion by 2020. Since the major civil construction of SCL (TAW-HUH) would
be completed by 2016, the construction work for SCL and CKR would overlap
during 2015. However, the peak for civil construction for SCL would be at 2014
and hence the impacts due to SCL would have been reduced. The cumulative
impacts on dust, construction noise and water quality would be addressed
separately.
1.7.3
Widening of
This project aims at widening the existing
Gascoigne Road Flyover, which is mainly a single 2-lane 2-way carriageway of
about 1.2km, to increase its capacity. According to updated information, the
Widening of Gascoigne Road Flyover is scheduled to commence after 2018 and
hence this project would not be concurrent with the construction of SCL
(TAW-HUH).
According
to the approved EIA Report of Kai Tak Development
(KTD) (ref: AEIAR-130/2009) [1-3], the project is located in the
south-eastern part of Kowloon Peninsula, comprising the apron and runway areas
of the former Kai Tak Airport and existing waterfront
areas at To Kwa Wan, Ma Tau Kok,
Kowloon Bay, Kwun Tong and Cha Kwo Ling. The Project also covers
The size of the Project is approximately 328 ha
and the latest development plan is shown in the Recommended Outline Development
Plan (RODP) dated December 2009.
Under this plan, a series of sub-districts are proposed to be created
within KTD. They include a commercial belt and
According to the LegCo Papers on Kai Tak Development (LC Paper No CB(1)1919/09-10(05)[1-3], CB(1)396/09-10(05) [1-4] and CB(1)570/08-09(03) [1-5]), the KTD projects are grouped into three packages for completion by three target years, 2013, 2016 and 2021. Development packages of KTD are described in Table 1.1 and illustrated in Appendix 1.1.
Table 1.1: Development Packages of Kai Tak Development
Development |
Package
A |
Package
B |
Package
C |
Development at North Apron |
· Public
housing developments · Primary
schools and secondary school · Kai
Tak Government offices |
· Sites
for commercial/ residential development. · Underground
streets · · Station
Square and |
· Multiple-Purpose
Stadium Complex · Sites
for commercial / residential development · Sung
|
Developments at Runway |
· Cruise
Terminal (first berth); · Runway
park |
· Cruise
terminal building (including second berth) · Tourism
Node · Heliport · Bio-remediation
of Kai Tak Approach Channel and the Kwun Tong
Typhoon Shelter |
· Metro
park · Sites
for residential/ commercial developments |
Development at South Apron |
|
|
· Sites
for commercial developments |
Kwun Tong Public Cargo Working Area |
· Waterfront
promenade |
|
|
Supporting infrastructure |
· District
cooling system (first phase); · Roadworks,
pedestrian links, water supply, drainage and sewerage systems. |
· District
cooling system (second phase) · Roadworks,
pedestrian links, water supply, drainage and sewerage systems. |
· District
cooling system (final phase) · Roadworks,
water supply, drainage and sewerage systems. |
Target
completion |
2013 |
2016 |
2021 |
The approved KTD EIA Report (ref: AEIAR-130/2009) [1-6] identified that construction of electricity substation, footbridge and subway enhancement, superstructure construction and concreting works are not major dusty construction activities. In addition, these facilities are located at more than 300m from the receivers of SCL (TAW-HUH). It is therefore anticipated that it would not have significant contribution on the cumulative construction noise and dust impacts on the receivers affected by SCL (TAW-HUH).
In the North Apron area, the
The construction of some of these facilities under KTD may overlap with the construction of TKW and KAT and associated tunnels of SCL (TAW-HUH), as described below.
Housing
Authority Development Sites 1A & 1B
There are 2 housing sites (i.e. Sites 1A & 1B) within KTD that are within 300m from the SCL project. According to the implementation programme in KTD, the first population intake would be around 2013. Hence, its construction could possibly overlap with that of SCL (TAW-HUH) during 2012. By 2013, these 2 housing sites would become environmental sensitive receivers (noise, air and visual) that need to be considered in the construction and operational phases of SCL (TAW-HUH) EIA.
Multi-Purpose
Stadium Complex
Part of the Multi-Purpose Stadium Complex would be used as the temporary works area for SCL (TAW-HUH). According to the implementation programme in KTD, the construction of the Multi-Purpose Stadium Complex would tentatively commence in 2013, and completed by 2018. Cumulative construction phase noise and air quality impacts are therefore anticipated.
The existing Kai Tak nullah at the north apron will be transform into a river
channel as a key landscape feature of Kai Tak. The river channel will form a major
green corridor in shaping the public space in the city centre. According to the implementation
programme in KTD, construction of the
District
Cooling System
A district Cooling System (DCS) will be implemented within KTD. The DCS will constitute a seawater pumping station to be completed by 2013 and a series of pipelines to be completed in phases between 2013 and 2021. The seawater pumping station would also be constructed underground and is located approximately at the middle of the western coastline of the runway and there are no existing noise sensitive receivers within 300m and no existing air sensitive receivers within 500m. It is therefore considered that the construction of the seawater pumping station would not have significant contribution on the cumulative construction noise and dust impacts on the receivers affected by SCL (TAW-HUH).
The seawater pipework would also be implemented within KTD and be connected to the pumping stations. Most of these pipework would be buried under ground and would be constructed in sections. In addition, most of these work sites would be far away from most of the receivers in SCL (TAW-HUH). The construction noise and fugitive dust impacts from the construction of the pipework system would therefore have insignificant cumulative impacts.
The construction of both the pumping stations and the pipework would not require any dredging and hence there is no cumulative impact on construction water quality impacts.
Cumulative impact from district cooling system during operational phase is not expected.
Trunk
Road T2
According to the EIA Study Brief for Trunk Road T2 (ref ESB-203/2009), it would connect the eastern connection of CKR to TKO - LTT. The Trunk Road T2 is a dual two-lane trunk road of approximately 3.6km long and about 2.6 km of the trunk road in the form of a tunnel. The alignment for Trunk Road T2 is more than 300m and 500m from the noise and air sensitive receivers respectively for SCL. It is therefore anticipated that it would not have significant contribution on the cumulative construction noise and dust impacts on the receivers affected by SCL (TAW-HUH).
Cumulative impact from Trunk Road T2 during operational phase is not expected.
Cruise
Terminal
The site formation for Kai Tak Cruise Terminal will be implemented by Civil Engineering and Development Department. The scope of works comprises the construction of a sloping seawall of about 1,100m and a 35m wide and 850m long apron area for berthing of cruise vessels of different sizes and capacities, as well as the dredging of about 1.38 million cubic meters of marine sediments to allow manoeuvring and berthing of mega cruise vessels. The first berth is expected to commence operation in mid-2013.
According
to the approved EIA Report for the Dredging Works for Proposed Cruise Terminal
at Kai Tak (ref: AEIAR-115/2007) [1-7],
there are 2 stages of dredging. The first stage of dredging would involve a
total dredging volume of about 1,022,300m3. The
second stage of dredging involving a lesser amount of about 680,000m3.
Further liaison has been made with CEDD and the website of Tourism Commission
has been reviewed. According to information available, the dredging works for
the cruise terminal has commenced in 2010 and is anticipated to complete in
2015. Maintenance dredging will be carried out regularly during the
construction period.
According
to the latest design for SCL (TAW-HUH), some
dredging is required for the Kai Tak Runway Barging
Facility which is anticipated to commence in mid 2012 (see Section 3 for more details). The first
stage of dredging for the Cruise Terminal may therefore overlap with the
dredging work for the barging facility for Kai Tak. Cumulative construction phase water
quality impacts are therefore anticipated.
All the
dredging work for Kai Tak Runway Barging Facility
would however have been completed well before the second stage dredging for the
Cruise Terminal and hence cumulative construction phase water quality impacts
are not anticipated.
Since the
Cruise Terminal is located more than 300m and 500m from the noise and air
sensitive receivers respectively for SCL (TAW-HUH),
cumulative noise and air quality impacts are not anticipated.
Cumulative impact from Cruise Terminal during operational phase is not expected.
Other Infrastructure (such as Sewage
Pumping Station and Roads)
Some of the infrastructures such as sewage pumping stations and roads would also be implemented concurrently with SCL (TAW-HUH). The cumulative noise, dust and visual impacts during the construction phase would need to be addressed. Cumulative visual impacts would also be anticipated during the operational phase.
Commercial
Facilities Development Above KAT
SCL (TAW-HUH) is located inside the
For the development
of Commercial Facilities Development on top of KAT by others, there is no solid
implementation programme yet. However, as KAT will be
designed to support the loading of the development and the construction of this
low-rise development would commence after KAT is completed. As a result, no major cumulative impact
is anticipated. The commercial
facilities development will be
considered as visual sensitive receivers during operational phase.
1.7.5
Kwun Tong Line Extension &
Associated EPIW
The project is an approximately 2.6km extension of the existing Kwun Tong Line from Yau Ma Tei Station to a new railway station at Whampoa and an interchange with SCL (TAW-HUH) at the proposed HOM. The construction works of KTE has commenced in mid-2011 and is scheduled for completion in 2015 according to the approved EIA Report (ref: AEIAR-154/2010) [1-8].
The KTE includes the construction of the running line from Yau Ma Tei Station through to HOM and HOM to Whampoa Station and the proposed HOM and Whampoa Station and their associated structures. The construction of HOM would interface and be concurrent with the construction of SCL (TAW-HUH). According to the approved EIA Report (ref: AEIAR-154/2010) [1-8], HOM will interface with the construction of the 3 EPIWs during construction phase which have been assessed as concurrent projects (for potential cumulative impacts) in the approved KTE EIA report. The 3 EPIWs for KTE are summarised below:
Oi Man
Estate and Ho Man Tin Estate Connections
Oi Man Estate and Ho Man Tin Estate are situated to the west and north side respectively of the proposed HOM. In order to provide and enhance better pedestrian connectivity from the station to these estates and during the public consultation process undertaken by MTR, the connectivity to the new station would be improved. These EPIW, Oi Man Estate and Ho Man Tin Estate Connections, are a network of subways/covered walkways/covered footbridges are proposed to provide a direct, safe and barrier free pedestrian connection. The construction of these connections and their associated slope stabilisation works would interface with that for HOM.
Public Transport Facilities
The public transport facilities including 3
lay-bys and 1 general pick-up/drop off facilities along
A new Chatham Road Footbridge is proposed to direct pedestrians
from
The new bridge is designed in 3 spans with the longest span
up to 53m spanning across
The demolished and construction of this
footbridge would interface with that for HOM.
The construction of HOM and associated EPIW would interface and be concurrent with the construction of SCL (TAW-HUH). Cumulative noise, dust, landscape and visual impacts during the construction phase would need to be addressed. During the operational phase, cumulative groundborne noise, landscape and visual impacts would also be anticipated.
The KTE is not geographically aligned with the SCL (TAW-HUH) placement (alignment, worksites, magazine site or transport routes) or not chronologically aligned with the blasting programme. The tentative blasting programmes for SCL (TAW-HUH) and KTE are October 2013 to March 2015 and November 2011 to December 2012 respectively and thus cumulative risk impact is not anticipated.
1.7.6
HKPU Student Hostel (Phase 3) Development at
The Hong Kong Polytechnic University (HKPU)
Student Hostel (Phase 3) Development is located at the junction of
However, the SCL (TAW-HUH) would only involve underground tunnelling work. The construction noise impacts on this student hostel development would therefore be dominated by the construction of the Kwun Tong Line Extension (see Section 1.5.5). Cumulative construction noise impacts are therefore not anticipated. The cumulative dust and visual impacts from the construction of this student hostel development should however be considered.
The HKPU Student Hostel (Phase 3) Development will
be considered as a sensitive receiver on dust impact during construction phase,
on groundborne noise and visual impact during
construction and operational phase.
1.7.7
Ex-San
According to the approved Tsz
Wan Shan, Diamond Hill & San Po Kong Outline Zoning Plan (ref S/K11/25), the ex-San
Since the majority of the site formation work has been completed, the demolition work and the superstructure work would only generate insignificant construction noise, fugitive dust and visual impacts for the noise, air and visual sensitive receivers of SCL (TAW-HUH).
The public housing development at ex-San
1.7.8
Tsz Wan Shan
Pedestrian Link
The Project Proponent will also design and construct, as Government entrusted works, the Tsz Wan Shan Pedestrian Link which will connect to the KTL Diamond Hill Station. This walkway system would implement a number of covered walkways, pedestrian footbridges, lifts etc to provide a convenient connection system for the neighbouring community.
The construction of this walkway system would
generally be concurrent with the construction of the Diamond Hill Station. The associated construction noise, dust
and visual impacts from this walkway system would need to taken into account in
the cumulative assessment. Cumulative
visual impact from Tsz Wan Shan pedestrian link
during operational phase has been addressed.
1.7.9
Covered Walkway at Kai Tak
A covered walkway which connected to TKW would be
proposed. The walkway system is not part of the SCL (TAW-HUH) project and would
provide convenient connection system for the neighbouring community. However,
there is no status for its implementation and hence its cumulative impacts
would not be considered in this EIA.
1.7.10 Comprehensive
Development Area (CDA) at Diamond Hill
This CDA site is bounded by
The CDA site comprises the area occupied by the
former
1.7.11 Submarine Gas
Pipelines
An EIA Study has been conducted for the “Installation
of Submarine Gas Pipelines and Associated Facilities from Ma Tau Kok to North Point for Former Kai Tak
Airport Development” (ref: AEIAR-153/2010) [1-9].
It would include twin submarine gas pipelines
across the harbour, 2 land gas pipelines at To Kwa
Wan and North Point, and 2 gas stations for pigging operation. According to the
approved Submarine Gas Pipeline EIA Report (ref: AEIAR-153/2010)
[1-9], the
construction programme would commence in January 2012 for completion by June
2014. Some dredging is required for the period from April to December 2012. It
would overlap with dredging required for the proposed SCL (TAW-HUH) and cumulative construction impact is expected
(see Section 10 for further
discussion on water quality).
Cumulative operational impacts from submarine gas
pipelines are not expected.
1.7.12 In-situ Reprovisioning of Sha Tin Water Treatment Works – South Works – Designs and
Construction
The Shatin Water
Treatment Works (STWTW) was first commissioned since 1964 with an initial rated
capacity of 364,000 m3 per day at the existing South Works. Owing to
the aging of plant and equipment which are approaching the end of their service
life, renovation or replacement of existing facilities would be required to
meet the anticipated future water demands. The construction work is tentatively scheduled to commence in
mid 2012 for completion in 2016. According to
its EIA Study Brief (ESB-220/2011), major works would involve demolition of the
existing facilities of the South Works in phases, reprovisioning
of the South Works to the proposed output of 550,000 m3 per day,
cut-back of the existing man-made slope, and construction of superstructures.
This therefore considered as a concurrent project.
Based on the preliminary information available
from the EIA Project Profile (PP-430/2011) of this project, the potential dust
impact is considered to be insignificant with implementation of good site
practice and dust suppression measures in view of the phasing of the works area
and small works area. Insurmountable
cumulative dust impact is therefore not anticipated.
Similarly, although the construction
methodology etc. are yet to be estimated and confirmed, its Project Profile has
stated that the construction noise generated by PME could be mitigated by
adopting necessary and practicable mitigation measures. During its own EIA,
relevant concurrent projects would be considered at that time to fulfill the requirement of TM-EIAO.
1.7.13 Proposed 132kV Cable Circuits Connecting with Ho
Man Tin KCRC Substation and Tsim Sha
Tsui Substation (Hung Hom
Side)
The proposed cable connects Ho Man Tin KCRC
Substation and Tsim Sha Tsui Substation.
Initially, it runs underneath the Chatham Road North Interchange and
then along the
The proposed cable duct along the existing
footpaths and carriageways will be constructed mainly by open trenching method
except for the proposed no-dig cable duct crossing underneath Chatham Road
North Interchange. The section potentially causing minor and limited
disturbance to the environment will be constructed by trenchless method and no
potential environmental impact will be anticipated. For other sections, to
minimize any disturbance to the surrounding environment, the construction works
will be conducted in phases. The construction works will only involve minor and
limited excavation works, and no adverse environmental impact will be expected.
Therefore, it is anticipated that there will be no cumulative impact with the
Project.
1.7.14 Summary of
Concurrent Projects
The potential
impacts of concurrent projects during the construction and operation of the
proposed SCL (TAW-HUH) are summarised
in Table 1.2 and Figure
1.3.
Table 1.2: Summary of Potential Concurrent Projects
Project |
Potential Cumulative Impacts |
||
(Construction
Methodology [2]) |
Construction Phase [1] |
Operational Phase [1] |
|
SCL (MKK-HUH) (cut-&-cover
tunnel) |
·
Fugitive
dust ·
Airborne
noise ·
Groundborne noise impact (for receivers near HUH) ·
Landscape
and visual |
·
Airborne
Noise ·
Groundborne noise impact (for receivers near HUH) ·
Landscape
and visual |
|
SCL (HUH-ADM) (Dredging
for marine tunnel would not be not concurrent with the Project) |
·
Fugitive
dust ·
Airborne
Noise ·
Ecology ·
Landscape
and Visual |
·
Airborne
Noise ·
Landscape
and Visual |
|
Protection Works at |
·
Nil |
·
Nil |
|
Central |
·
Fugitive
dust ·
Noise ·
Visual ·
Water
quality |
·
Visual |
|
Widening
of |
·
Not
concurrent |
·
Nil |
|
Kai Tak Development (Package
A, B and C) |
·
Fugitive
dust ·
Airborne
noise ·
Visual |
·
Visual |
|
Housing
Authority Development Sites 1A & 1B within Kai Tak
Development (superstructure
construction) |
·
Fugitive
dust ·
Visual |
·
Visual |
|
(nullah modification and landscape works) |
·
Fugitive
dust ·
Airborne
noise ·
Visual |
·
Visual |
|
Multi-Purpose
Stadium Complex within Kai Tak Development (construction
method to be established by respective proponent) |
·
Fugitive
dust ·
Airborne
noise |
·
Nil |
|
District
Cooling System within Kai Tak Development (no dredging required, pumping station is underground and away
from noise and air receivers for the Project, only minor construction works
required for the pipework). |
·
Nil |
·
Nil |
|
Trunk
Road T2 within Kai Tak Development (at-grade
and tunnelling work, but far away from noise and air receivers for the
Project) |
·
Nil |
·
Nil |
|
Cruise
Terminal within Kai Tak Development (concurrent
dredging with that for the project, but far away from noise and air receivers
for the Project) |
·
Water
quality |
·
Nil |
|
Other
Infrastructure within Kai Tak Development |
·
Fugitive
dust ·
Airborne
noise ·
Visual |
·
Visual |
|
Commercial
Facilities Development Above Kai Tak Station |
·
Not
concurrent |
·
Visual |
|
Kwun Tong
Line Extension & Associated EPIW (cut-&-cover
station and tunnel) |
·
Fugitive
dust ·
Airborne
noise ·
Landscape
and visual |
·
Groundborne noise ·
Landscape
and visual |
|
HKPU
Student Hostel (Phase 3) Development at (typical
superstructure construction) |
·
Fugitive
dust ·
Visual |
·
Groundborne noise ·
Visual |
|
Ex-San Po
Kong Flatted factory (typical superstructure
construction) |
·
Fugitive
Dust ·
Visual |
·
Groundborne noise ·
Visual |
|
Tsz Wan Shan Pedestrian Link (typical
at-grade works for lift and walkway systems) |
·
Fugitive
dust ·
Airborne
noise ·
Visual |
·
Visual |
|
Covered
Walkway at Kai Tak (typical walkway
construction) |
·
No status |
·
No status |
|
Comprehensive Development Area (CDA) at Diamond Hill |
·
Not
concurrent |
·
Noise ·
Visual |
|
Submarine Gas Pipelines |
·
Water
Quality |
·
Nil |
|
In-situ Reprovisioning of Sha Tin Water Treatment Works – South Works – Designs and
Construction |
·
Nil |
·
Nil |
|
Proposed 132kV Cable Circuits Connecting with Ho Man Tin KCRC
Substation and Tsim Sha Tsui Substation (Hung Hom Side) |
·
Nil |
·
Nil |
|
Note: [1] Construction
phase of SCL (TAW-HUH).
[2] For the section near SCL (TAW-HUH)
The structure of this EIA report is outlined below
for ease of reference.
Section |
Title |
Aims |
1 |
Introduction |
Introduces the background information
and the layout of the EIA Report. |
2 |
Considerations
of Revised Scheme Alignment |
Summarises the various options
considered and the main reasons for adopting the scheme recommended. |
3 |
Project
Description and Proposed Construction Methodology |
Describes the project requirements
covering the study area and site location, project nature and scope and the
implementation programme, and describes relevant main
construction/engineering aspects for the recommended scheme. |
4 |
Cultural
Heritage Impact Assessment |
Presents the legislation,
methodology, assessment and recommendations for cultural heritage impacts. |
5 |
Ecological
Impact Assessment |
Presents the legislation,
methodology, assessment and recommendations for ecological impacts. |
6 |
Landscape and
Visual Impact Assessment |
Presents the legislation,
methodology, assessment and recommendations for landscape and visual impacts. |
7 |
Construction
Dust Impact Assessment |
Presents the legislation,
methodology, assessment and recommendations for construction dust impacts. |
8 |
Airborne
Noise Impact Assessment |
Presents the legislation,
methodology, assessment and recommendations for airborne noise impacts. |
9 |
Groundborne Noise Impact
Assessment |
Presents the legislation,
methodology, assessment and recommendations for groundborne
noise impacts. |
10 |
Water Quality
Impact Assessment |
Presents the legislation, methodology,
assessment and recommendations for water quality impacts. |
11 |
Waste
Management Implications |
Presents the legislation,
methodology, assessment and recommendations for waste management. |
12 |
Land
Contamination |
Presents the legislation,
methodology, assessment and recommendations for land contamination
evaluation. |
13 |
Hazard to
Life |
Presents the legislation,
methodology, assessment and recommendations for hazardous impacts. |
14 |
EM&A
Requirements |
Presents the EM&A requirements. |
15 |
Summary of
Environmental Outcomes |
Presents the Key Environmental
Outcomes. |
16 |
Conclusions |
Summarises the findings. |
[1-1] THB(T)CR
10/1016/99 Legislative Council Panel on Transport Subcommittee on matters
relating to Railway “Funding Application for the design of the Shatin to Central Link”, May 2008.
[1-2] TBCR
10/1016/99 Legislative Council Brief “Operator of Shatin
to Central Link”, June 2002.
[1-3] LC
Paper No CB(1)1919/09-10(06) Legislative Council Panel on Development, Updated
background brief on Kai Tak Development, 19 May 2010
[1-4] LC
Paper No CB(1)396/09-10(05) Legislative Council Panel on Development, Enhancing
the delivery of Kai Tak Development, 24 November 2009
[1-5] LC
Paper No CB(1)570/08-09(03) Legislative Council Panel on Development, The
Implementation Plan for the Kai Tak Development, 20
January 2009
[1-6] Environmental Impact Assessment Report, Kai Tak Development, 2008.
[1-7] Environmental
Impact Assessment Report, Dredging Works for Proposed Cruise Terminal at Kai Tak,
October 2007.
[1-8] Environmental Impact Assessment Report, Kwun Tong
Line Extension, June 2010.
[1-9] Environmental Impact Assessment Report, Installation of Submarine Gas Pipelines and
Associated Facilities from Ma Tau Kok to North Point
for
[1-10] LC Paper No
CB(1)86/07-08(01) Legislative Council Panel on Development, Reprovisioning
of Sha Tin Water Treatment Works.
[1] The ultimate suitability of using
either the DHS or HHS or a combination of both sites for train stabling would
be subject to the findings of detailed engineering and EIA studies.