Kai Tak Development – Infrastructure
at Former Runway and Remaining Areas of North Apron and Improvement of Adjacent
Waterways – D&C
EIA Executive Summary for KTD –
Roads D3A & D4A
TABLE OF
CONTENTs
1.2 Objectives of the
Environmental Impact Assessment
1.3 Designated Project
under Schedule 2 of the Environmental Impact Assessment Ordinance (EIAO)
2.......... PROJECT DESCRIPTION
2.1 Description of Site
Location of the Project, Environment and Study Area
2.2 Size, Scale, Shape
and Design of the Project
2.3 Nature, Scope and
Benefits of the Project
2.4 The Need of the
Project and Scenario without the Project
2.5 Construction
Methods and Engineering Requirements
3.......... CONSIDERATION OF ALTERNATIVES
and Development of Preferred Option
5.......... KEY FINDINGS OF THE
ENVIRONMENTAL IMPACT ASSESSMENT
5.1 Overall Approach to
the Assessment
5.5 Waste Management
Implications
5.6 Landscape and
Visual Impact
5.7 Main Mitigation
Measures to be Implemented
5.8 Environmental
Monitoring and Audit
FIGURES
Figure 1.1 Locations
of Roads D3A and D4A
Figure 1.2 Location of
Landscaped Deck
Figure 1.3 Original
Scheme
1.1.1 Road D3A and Road D4A are dual 2-lane district distributor roads within the Runway Precinct of the Kai Tak Development (KTD) as shown in Figure 1.1. Road D3A is running along the centre of the Runway Precinct and is replacing the original southern section of Road D3 that runs along the waterfront of the Runway Precinct. Road D4A is an extension of Road D4 connecting Road D4 with the proposed Road D3A.
1.1.2
Both
Road D3A and Road D4A will play an important role in linking up all the
development areas in Runway Precinct of KTD with the hinterland.
1.2
Objectives of the Environmental Impact
Assessment
1.2.1
According
to the Environmental Impact Assessment (EIA) Study Brief (No. ESB-222/2011),
the scope of this EIA Study shall cover all the developments proposed within
the boundary of the Project. The
EIA Study shall address the key issues described below, together with any other
key issues identified during the course of the EIA Study and the cumulative
environmental impacts of the Project, through interaction or in combination
with other existing, committed, planned and known potential developments in the
vicinity of the Project:
(i)
The overall acceptability of any
adverse environmental consequences that are likely to arise as a result of the
proposed Project;
(ii)
The conditions and requirements for
the detailed design, construction and operation of the Project to mitigate
against adverse environmental consequences wherever practicable; and
(iii)
The acceptability of residual
impacts after the staged as well as the full implementation of the Project, the
associated works and the related proposed mitigation measures.
1.2.2
The
objectives to the EIA study are as follow:
l
to describe the
Project and associated works together with the requirements for carrying out
the Project;
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to identify and
describe elements of community and environment likely to be affected by the
Project and/or likely to cause adverse impacts to the Project, including
natural and man-made environment and the associated environmental constraints;
l
to provide information
on the consideration of alternatives to avoid and minimize potential
environmental impacts to sensitive uses;
l
to identify and
quantify emission sources and determine the significance of impacts on
sensitive receivers and potential affected uses;
l
to identify and
systematically evaluate any potential landscape and visual impacts and to
propose measures to mitigate these impacts;
l
to propose the
provision of mitigation measures so as to minimize pollution, environmental
disturbance and nuisance during construction and operation of the Project;
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to investigate the
feasibility, practicability, effectiveness and implications of the proposed
mitigation measures;
l
to identify,
predict and evaluate the residual environmental impacts (i.e. after practicable
mitigation) and the cumulative effects expected to arise during the
construction and operation phases of the Project in relation to the sensitive
receivers and potential affected uses;
l
to investigate the
extent of the secondary environmental impacts that may arise from the proposed
mitigation measures and to identify constraints associated with the mitigation
measures recommended in the EIA study, as well as the provision of any
necessary modification; and
l
to determine the
need and specify environmental monitoring and audit requirements to ensure the
effective implementation of the recommended environmental protection and
pollution control measures.
1.3
Designated Project under Schedule 2
of the Environmental Impact Assessment Ordinance (EIAO)
1.3.1
Since
Road D3A and Road D4A fall within item A under Schedule 2 of the EIAO, it is
considered a Schedule 2 designated project (DP).
2.1
Description of Site Location of the Project, Environment and Study Area
Description of Site Location
2.1.1
The
location of the proposed Roads D3A & D4A was previously used as the runway
of the former
2.1.2
At
present, a local access road comprising a single 2-lane carriageway with
utilities is being constructed under Advance Works Stage 1 (Contract No.
KL/2008/07) of Agreement No. CE35/2006(CE) to enable the commissioning of the
Cruise Terminal in mid 2013. In the
original plan, this local access road will be upgraded to dual-2 carriageway
under Advance Works Stage 2 as Road D3 along the former runway, and a
landscaped deck will also be provided above the carriageway. A Kai Tak Development Environmental
Impact Assessment Report was subsequently approved in 2009.
2.1.3
In
the consultation with the Harbour-front Enhancement Committee (HEC) in 2009,
concerns were raised with regards to appearance at the proposed landscaped deck
above Road D3 to be constructed under the Advance Works Stage 2 of Agreement
No. CE35/2006 (CE). Besides, in the
process of seeking funding approval for Advance Works Stage 1 in mid 2009,
there was strong request from the Legislative Council (LegCo) members on the
consideration of relocating the carriageway network away from the promenade to
enhance the space for public enjoyment along the waterfront.
2.1.4
With
comments from the HEC and LegCo members, the original scheme of Road D3 was
revisited and a new conceptual option was identified and evaluated for
refinement of designs of Road D3 and the landscaped deck above. Under the new conceptual option, the
southern section of the original Road D3 is now replaced by Road D3A. In view of the new alignment of Road
D3A, Road D4A is also added as an extension to Road D4 connecting Road D4 with
Road D3A.
Description of the Environment
2.1.5
The Project is located in the runway areas of the former
Study Area
2.1.6
The
following definitions of study area for assessing different potential
environmental impacts have been adopted with reference to the EIA Study Brief
No. ESB-222/2011 for the Project:
l
Noise Impact: the
assessment area included the area within 300m from the boundary of the Project;
l
Air Quality
Impact: the assessment area included the area within 500m from the boundary of
the Project;
l
Water Quality
Impact: the assessment area included all areas within 300m from the boundary of
the Project plus the Victoria Harbour WCZ, the Eastern Buffer WCZ and the
Western Buffer WCZ as declared under the Water Pollution Control Ordinance or
the area likely to be impacted by the Project;
l
Waste Management:
the assessment focused on areas within the boundary of the Project; and
l
Landscape and
Visual Impact: the area for landscape impact assessment included all areas
within 100 m from the
boundary of the Project, while the assessment area for the visual impact
assessment is defined by the visual envelope from the Project and associated
works.
2.2
Size, Scale, Shape and Design of the
Project
2.2.1
Both
Road D3A and Road D4A are dual 2-lane district distributor roads running along
the Runway Precinct of KTD, as shown in Figure 1.1. The length of Road D3A and Road D4A is about 1.4km and 0.1 km
respectively. They will serve the Cruise Terminal, the Tourism Node and the
development sites in the Runway Precinct.
2.2.2
The
Runway Precinct is planned with a hotel belt facing harbours and waterfront
residential development facing KTAC. A harbourfront shopping street and open
space link is planned to sustain interest of exploration from
2.3
Nature, Scope and Benefits of the Project
Nature of the Project
2.3.1
The
Project is to redevelop the former Kai Tak Airport Runway Area.
Project Scope
2.3.2
The
scope of the Project comprises:
a) Construction of approximately 1.5km long dual 2-lane carriageway along the former runway;
b) Construction of footpaths;
c) Construction of approximately 1.4km long landscaped deck above the dual 2-lane carriageway along the former runway as shown in Figure 1.2; and
d) Ancillary works including drains, sewers, fresh and salt water supply mains, utilities, landscape softworks and hardworks;
Project Benefits
2.3.3
With
the vision to create a distinguished, vibrant, attractive and people-oriented
Kai Tak by
2.3.4
The
Project is expected to improve the landscape and urban design quality of the
area, provide numerous community facilities to meet the needs of a diversity of
user groups, preserve and promote the cultural heritage and identity of the
place, promote a vibrant and accessible harbour front, and promote cultural
development in
2.3.5
The
Project will provide accessible waterfront promenade to the visitors with space
for public enjoyment, while fulfilling its essential function as providing
access to the developments. In
addition, the landscaped deck above the roads will serve multi-purposes, as a
pedestrian connection across Road D3A, as an open space for various landscaping
and public enjoyment, and as a shield to the noise generated from the
developments of the Runway Precinct.
2.4
The Need of
the Project and Scenario without the Project
2.4.1
The
Project is the essential infrastructure to provide access to all development
areas in the Runway Precinct from other area of Kai Tak Development. The
developments include Cruise Terminal, Tourism Node,
2.5
Construction Methods and Engineering Requirements
2.5.1
The
construction of the Project mainly involves earthworks excavation, laying /
diversion of drainage and utilities, backfilling, road pavement and landscape
works. Environmental protection
mitigation measures, where appropriate, will be provided and installed. No
dredging or reclamation is required.
2.6.1
Concurrent
projects with likely interaction with this Project are identified as below. The
status of these concurrent projects is based on the available information at
the time of the submission of this Report. It should be noted that the
implementation of individual projects would be subject to the on-going review
by relevant project proponents.
2.6.2
There
are a number of concurrent projects as listed below which will be implemented
within or in the vicinity of the proposed Roads D3A & D4A.
l
Cruise Terminal
Phase II Berth
l
l
Trunk Road T2
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District Cooling
System
3.1.1
In
the Original Scheme as shown in Figure 1.3, Road D3 provided access to domestic lots at the northeast side of the
former runway. It also enhanced the accessibility to the commercial lots at the
southwest side of the runway via Roads L12 and L13. An elevated deck was
proposed in the original design over Road D3 for pedestrian enjoyment and
pedestrian linkage between the
3.1.2
The
Environmental Impact Assessment Report approved in 2009 comprises of the
Original Scheme of Road D3 shown in Figure 1.3. Although the locations of the
roads were reviewed and refined to be different from the approved EIA study,
the environment including traffic volume and locations of sensitive receivers
are similar. Therefore, the
environmental impacts including air quality, noise, water
pollution, landscape and visual as well as waste management implications are
considered to be similar to those of the previously approved EIA study.
3.1.3
The
proposed landscaped deck in the original scheme was over 1km long and was about
21m wide providing flexible spaces for amenity and seating. Despite such
provision and the provision of pedestrian promenade next to the
3.1.4
Different
schemes were scrutinized in determining the best response to the request on
enhancing space for public enjoyment along the waterfront. In view of the space provision and ease
of access to waterfront promenade, schemes other than placing Road D3 at
3.1.5
The
final scheme, as shown in Figures 1.1 and 1.2, will provide spacious waterfront promenades at both waterfronts facing
4.1.1
The
Project construction works are anticipated to commence
in 2014 for completion in 2016.
5.1
Overall Approach to the Assessment
5.1.1
The
assessments have been carried out with strict adherence to the criteria,
guidelines, legislations and methodologies listed in the Technical Memorandum
on Environmental Impact Assessment Process (EIAO-TM) and EIA Study Brief No.
ESB-222/2011. The general
principles adopted in this EIA include description of the environment, impact
prediction, impact evaluation and impact mitigation. Realistic worst-case assumptions have
been made for the assessments and as the computer modelling tools used have also
been endorsed by EPD, the results and conclusions drawn from these assessments
can be used with confidence for determining the extent of environmental impact
of the Project. The key findings of
the EIA study are summarized below.
Construction Phase
5.2.1
The
study area for the potential noise impacts from the construction and operation
of the Project is 300m from the proposed Roads D3A & D4A. After carrying out detailed desktop
review and with reference to the development schedule in the approved KTD
Schedule 3 EIA Report, the first population intake of noise sensitive land uses
within study area would be at Year 2021 which is after the completion of
construction of the proposed Roads D3A & D4A (Year 2016). Therefore, no noise sensitive receiver
(NSR) was identified within the study area during construction phase and hence
no assessment was carried out for the potential construction noise impact from
the Project. Since the project will
not include any fixed noise sources, such as ventilation systems of enclosed
road section, assessment for fixed noise source is therefore not necessary.
Operation Phase
5.2.2
The
potential road traffic noise impacts have been assessed based on the worst case
traffic flows in 2031. Without any
noise mitigation measures in place, the predicted noise levels at the planned
NSRs would range from 68 to 79 dB(A).
Practicable traffic noise mitigation measures are therefore formulated
for the planned residential NSRs with predicted noise levels exceeding the
traffic noise criteria. With the
proposed noise mitigation measures, the predicted overall noise levels at these
NSRs would comply with the noise criterion.
5.2.3
For
those planned sites of commercial with noise sensitive uses, their layout
should be designed to avoid the noise sensitive uses facing the major traffic
noise sources or providing the noise sensitive uses with window insulation and
air conditioning and these requirements should be spelt out in the land lease
conditions.
Construction Phase
5.3.1
Air
quality impacts from the construction works for the Project would mainly be
related to construction dust from excavation, material handling and wind
erosion. With the implementation of
mitigation measures specified in the Air Pollution Control (Construction Dust)
Regulation, dust impact on air sensitive receivers would be minimal.
Operation Phase
5.3.2
The
cumulative air pollutant concentrations associated with the vehicle emissions
from open road network of existing and proposed roads, portal and ventilation building
emissions and emissions from other sources within 500m from the project site
boundary have been assessed. The
cumulative air quality impact assessment result shows that all the air
sensitive receivers in the vicinity of the Project site would comply with the
Air Quality Objectives.
Construction Phase
5.4.1
Water
quality impacts from land-based construction are associated with the general
construction activities, construction site run-off, accidental spillage, and
sewage effluent from construction workforce. Impacts can be controlled to comply with
the WPCO standards by implementing the recommended mitigation measures
including those stipulated in EPD’s Practice Note for Professional Persons,
Construction Site Drainage (ProPECC PN1/94). No unacceptable residual impacts on
water quality are anticipated.
Operation Phase
5.4.2
The
only source of potential impact on water quality during the operation phase
will be runoff from the road surfaces.
It is anticipated that the water quality impacts associated with the
operation phase would be minimal and acceptable, provided that the road works
are designed with adequate drainage systems and provide with regularly cleaned
and maintained silt traps to remove silt and grit before the entry of storm water
into drainage system.
5.5
Waste Management Implications
5.5.1
Waste
types generated by the construction activities of the road works are likely to
include construction and demolition material from earth works, chemical waste
generated from the maintenance of construction plants and equipments and
general refuse from the workforce. Provided that these wastes are handled,
transported and disposed of using approved methods and that the recommended
good site practices are strictly followed, adverse environmental impacts are
not expected during the construction phase.
5.5.2
The
amount of waste that would be generated in the operation phase of the Project,
which may include silt or grit from road gullies and litter collected from road
surface, is predicted to be minimal, and therefore adverse environmental
impacts in the operation phase is expected to be negligible.
5.6
Landscape and Visual Impact
Sources
of Landscape and Visual Impacts
5.6.1
The
sources of impacts on existing landscape and visually sensitive receivers are
the two proposed district distributor roads D3A & D4A construction works,
construction of the associated landscaped deck at the Central Boulevard, the
above ground openings and structures associated with the underground Seawater
Pump House and Southern Chiller Plant, impacts of the concurrent projects
within the proposed works areas including the Taxiway Bridge connecting to Road
D4A, the shortened Road L13, the construction of a large roundabout between the
Metro Park and the Runway Precinct and the improved access to the private lots
in the Runway Precinct provided via mini roundabouts.
Landscape
and Visual Impacts during the Construction Phase
5.6.2
All
residual landscape impacts on Landscape Resources and Landscape Character Areas
are insubstantial during the Construction Phase except
existing trees along the runway (LR21) for slight residual landscape impact
after mitigation.
5.6.3 During the Construction Phase most of the VSRs will have insubstantial residual visual impact, the only exceptions being VSRs of Victoria Harbour (D9), Laguna Verde, Whampoa Garden and Harbourfront Landmark (R14), Grand Waterfront (R16), Wyler Garden (R17), low rise residential development adjacent to Grand Waterfront (R18), Newport Centre (C4), Mixed GIC Use (GIC9), existing vacant site (GIC12) and Holy Carpenter Primary School, Oblate Father’s Primary School (GIC14), the planned GIC Uses (Hospital and Fire Station Facilities) (GIC24A), the business and industrial developments in Kowloon Bay (OU2), business and industrial developments in Hunghom (OU4), the planned Runway Park (O21), travellers of Harbour Traffic (T4) and motorists / pedestrians on planned Taxiway Bridges (T16) who will experience slight residual visual impacts after mitigation.
Landscape
and Visual Impacts during the Operation Phase
5.6.4
All
residual landscape impacts on Landscape Resources and Landscape Character Areas
are insubstantial during the Operation Phase.
5.6.5 During the Operation Phase on Day 1 most of the VSRs will have insubstantial residual visual impact, the only exceptions being VSRs at the planned GIC Uses – Hospital Station Facilities (GIC24B), the planned Tourism Node (OU11), the planned Cruise Terminal (OU12), the planned Metro Park (O19), the planned Waterfront promenade (O20) which will experience slight residual visual impacts during the Operation Phase Day 1, reducing to insubstantial at Year 10. The only exceptions will be the Tourists/ Motorists/ Pedestrians on Road D3/D4 (T20) which will suffer moderate residual visual impacts during the Operation Phase (Day 1 and Year 10). VSRs in the Runway Precinct of the planned residential development (R26) and the planned commercial development (C5) which will experience moderate residual visual impact during the Operation Phase on Day 1 reducing to slight significance at Year 10.
5.6.6
Overall, it is considered that,
in the terms of Annex 10 of the EIAO TM, the landscape and visual impacts are acceptable
with mitigation measures.
5.7
Main Mitigation Measures to be Implemented
5.7.1
The
various chapters and appendices of the EIA report have presented the measures
to minimize pollution in the planning, design, construction and operation
stages. The key measures to
minimize pollution are summarized below for easy reference and they are not
exhaustive. For details, please refer to the relevant chapters and appendices
as appropriate.
5.7.2
Mitigation measure requirements
specified for various environmental aspects are summarized below.
Measures for Noise
l
Provision of a
landscaped deck along Roads D3A & D4A
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Provision of about
1090 m length of vertical noise barrier (connected to the deck) at Roads D3A
& D4A
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Provision of about
60 m length of overhang vertical noise barrier (connected to the deck) at Road
D4A
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Provision of
staircases with noise barriers next to Sites 4A1 and 4B1
l
Non-noise
sensitive use areas within Sites 4A1 and 4B1
l
Avoid sensitive
façade with openable window facing Road D3A for the planned NSR at Commercial
sites.
Measures for Air Quality
l
Implementation of
dust suppression measures stipulated in Air Pollution Control (Construction
Dust) Regulation. Besides, good
site practices and a comprehensive dust monitoring and audit programme are
recommended to minimize dust impacts.
Measures for Water Quality
l
Implementation of
the recommended mitigation measures and site practices outlined in ProPECC
PN1/94 (Practice Note for Professional Persons on Construction Site Drainage)
to minimize construction phase impacts.
Ø
The road drainage
would be directed through silt traps in the gully inlets to remove silt and
grit before entering the public storm water drainage system; and
Ø
The silt traps
would be regularly cleaned and maintained in good working condition.
Measures for Waste Management
l
To avoid offsite
disposal of C&D materials and to implement the recommended mitigation
measures and site practices outlined in ETWB TCW No. 19/2005 & DEVB TCW No.
6/2010 on construction waste management.
Measures for Landscape and Visual Impact
l
The construction
area and contractor’s temporary works areas should be minimised to avoid
impacts on adjacent landscape.
l
Control of
night-time lighting and glare by hooding all lights.
l
Erection of
decorative mesh screens or construction hoardings around works areas in
visually unobtrusive colours.
l
Reduction of
construction period to practical minimum.
l
Limitation of /
Ensuring no run-off into surrounding landscape and adjacent seawater areas.
l
Temporary or
advance landscape should be provided along the temporary access roads to the
Cruise Terminal until such time as road D3 is open.
l
All above ground
structures shall be sensitively designed with regard to the form, material and
finishes and shall respond to the existing and planned urban context.
l
Streetscape
elements shall be sensitively designed in a manner that responds to the
existing and planned urban context.
l
Attractive soft
landscape in areas adjoining any visible structures such as tall buffer screen
tree/shrub/ climber planting, vertical greening and roof greening where
appropriate should be incorporated so as to provide a visual softening and
greening effect and soften hard engineering structures and facilities.
l
Structure,
ornamental tree/shrub/climber planting should be provided along roadside
amenity strips to enhance the townscape quality, where space is
available.
l
Appropriate design
of street lighting to avoid glare and light pollution to surrounding areas.
l
Avoidance of
excessive height and bulk of the associated landscaped deck to the central
boulevard
l
Elegant
engineering design, sensitive architectural and chromatic treatment and
generous planting of the associated landscaped deck to the central boulevard.
The form, color and surface detailing of these structures should be carefully
considered to reduce their apparent height and bulk (visual weight).
l
Sensitive design
of noise barriers & enclosures with greening (screen
planting/climbers/green roofs) and chromatic measures.
l
Compensatory
Planting for the felled trees
5.8
Environmental Monitoring and Audit
5.8.1
Environmental monitoring and audit
(EM&A) requirements for the Project have been specified in an EM&A Manual. The EM&A Manual contains details of
the proposed EM&A requirements, implementation schedule of the
environmental protection / mitigation measures, EM&A reporting procedures
and complaint handling procedures.
6.1.1
The
EIA has determined the likely nature and extent of environmental impacts
predicted to arise from the Project.
Given that realistic worst-case assumptions have been made, and that the
assessments were carried out with adherence to the criteria, guidelines and
legislations listed in the EIAO-TM, the results and conclusions drawn from
these assessments can be used with confidence to provide a conservative
prediction/assessment. Where necessary and practicable, the EIA has specified
mitigation and control measures to reduce the environmental impacts to
acceptable levels.
6.1.2
With
the recommended mitigation measures applied, the Project would be
environmentally acceptable and no adverse residual impacts are
anticipated. The schedule of
implementation of the recommended mitigation measures has been provided in the
EIA report. Monitoring requirements
have also been specified in a separate EM&A Manual to ensure proper
implementation of the recommended mitigation measures.