10.1
Conclusions
This Section
summarises the environmental impacts associated with
the construction and operation of the Project.
An impact summary is shown Table 10.1.
10.2
EM&A
Requirement
An archaeological investigation will be conducted during the detailed design
stage of the Project to obtain field data for subsequent detailed impact
assessment. Subject to the outcome of the archaeological
investigation, if archaeological deposits are identified to be impacted by the
proposed development, appropriate mitigation measures and monitoring, if
necessary, will be recommended and agreed with AMO
Monthly environmental site audits shall be conducted
throughout the construction phase of the Project to ensure that the proposed
mitigation measures are properly implemented.
In addition, monitoring of construction noise and vibration and
inspection of trees have been recommended during
construction phase.
During the operational phase, in any event that outdoor events is expected,
the event organizer is required to undertake noise monitoring at agreed
monitoring station. Quarterly
inspections of affected and newly planted trees should be undertaken by an
experienced and appropriately trained arborist or
horticulturist for a period of 12 months.
Regular audit is recommended for checking the compl
10.3
Overall
Conclusion
The environmental impact assessment has concluded that
no unacceptable environmental impacts are envisaged as a result of the
construction and operation of the Project, provided that the recommended
mitigation measures are implemented.
10.4
Summary
of Environmental Outcomes
10.4.1
Population and Environmentally
Sensitive Areas Protected
Being a sensitive heritage site in
The EIA has concluded that there are no adverse
residual impacts as a result of the construction and operation of the
Project. With the implementation of the
recommended mitigation measures, the populations surrounding the Site are
effectively protected from environmental nuisance.
10.4.2
Environmentally Friendly
Design
The preferred design scheme strives a balance between
the operational need, the preservation of heritage resources and potential
environmental nuisance. For the proposed adaptive reuses in the existing
buildings, a concerted approach has been taken to find uses that can be
accommodated in the existing buildings with the minimum of disturbance and
alterations. For example, the option of
centralising the E&M facilities in a few locations is preferred as this
will minimise modification works at many of the existing buildings as well as
being more energy efficient and environmental friendly.
10.4.3
Key Environmental Problems
Avoided
To minimise intervention to
the existing buildings, a fire engineering approach has been adopted to assess
the fire safety level of the existing buildings and to propose alteration only
in cases where the assessment result fails to meet the fire engineering
standard. By adopting this approach,
special features with great heritage values can be preserved as much as
possible.
10.4.4
Benefits of Environmental
Protection Measures Recommended
Environmental protection measures have been
recommended through the impact assessment to minimise
the potential impacts to the environment and sensitive receivers. The implementation of the conservation
management plan, the heritage operational strategies and interpretation
strategies/plans also addressed
opportunities present within the Site which would benefit the nature of the CPS
as an important heritage resource in
Assessment Aspect |
Construction Phase |
Operation Phase |
Cultural
Heritage |
||
Assessment
Points / Sensitive Receivers |
·
The
·
Potential
archaeological remains within the CPS ·
Built
heritage resources within 50m of the Project Site (including the Grade 1
historic street (Pottinger Street), Proposed Grade
3 historic building (No. 20 Hollywood Road), Hollywood Road, Old Bailey
Street, Chancery Lane and Steps, Arbuthnot Road and Walls at Old Bailey
Street) |
·
The
CPS (including three Declared Monuments: the Central Police Station, the
Central Magistracy and the Victoria Prison) ·
Potential
archaeological remains within the CPS |
Relevant
Criteria |
·
Environmental Impact Assessment
Ordinance (EIAO) (Cap. 499. S16), Technical Memorandum on the EIA Process,
Annex 10 and 19 (EIAO TM) and Guidance Notes on Assessment of Impact on Sites of Cultural Heritage
in EIA Studies; ·
Antiquities and
Monuments (AM) Ordinance (Cap. 53); ·
Guidelines for Cultural
Heritage Impact Assessment (CHIA) for Adaptive Reuse Projects (as at May
2009); ·
·
Land (Miscellaneous
Provisions) Ordinance. |
·
Environmental Impact
Assessment Ordinance (EIAO) (Cap. 499. S16), Technical Memorandum on the EIA
Process, Annex 10 and 19 (EIAO TM) and Guidance Notes on Assessment of Impact on
Sites of Cultural Heritage in EIA Studies; ·
Antiquities and
Monuments (AM) Ordinance (Cap. 53); ·
Guidelines for Cultural Heritage
Impact Assessment (CHIA) for Adaptive Reuse Projects (as at May 2009); ·
·
Land (Miscellaneous
Provisions) Ordinance. |
Results of Impact |
Built Heritage within the CPS ·
The
range
of Impact Category Ratings for the interventions in the following buildings
are 1 (Beneficial), 2 (Acceptable), and 3 (Acceptable with Mitigation
Measures). The overall Heritage Impact of the proposed interventions to these
buildings is therefore regarded as acceptable to enable the building to have
a new adaptive use: o
Police
Headquarters o
Armoury o
Barrack
Block o
Married
Inspectors’ Quarters and Deputy Superintendents House o
Married
Sergeant’s Quarters o
Single
Inspectors’ Quarters o
Ablutions
Block o
Central
Magistracy o
Superintendent’s
House o
A
Hall o
B
Hall o
C
Hall o
D
Hall o
E
Hall o
F
Hall o
Bauhinia
House o
Parade
Ground o
Laundry
(structure with little architectural interest and has been altered over time
with substantial repairs to be demolished) o
Walls
and Revetments ·
An
impact rating of the interventions in the following
buildings/features is 2 –
Acceptable Impact: o
Garage
(structure with no architectural or historical significance to be demolished
to make way for open space) o
General
Office (structure with no architectural or historical significance to be
demolished) o
Prison
Yard |
It is anticipated that with the implementation of
the Conservation Management Plan, the Heritage Operational Strategy &
Manual and the Interpretation Strategies/Plans, the impact rating for the CPS
as a whole will be 1 – Beneficial. |
|
Potential Archaeological Resources
within the CPS ·
It
is anticipated that the areas identified
to have archaeological potential
are considered to be low or fairly
low. Therefore, the impact on the low archaeological potential resources areas is likely to be acceptable with
mitigation measures being taken.
Impact ratings for specific areas are as follows: o
Parade
Ground: 3 – Acceptable Impact with Mitigation Measures o
Prison
Yard: 3 – Acceptable Impact with Mitigation Measures o
Barracks
Lane (cell blocks south of building 3): 3 – Acceptable Impact with Mitigation
Measures o
The
Garage: No impact o
Married
Inspectors’ Quarters and Deputy Superintendent’s House: No Impact o
The
area between A Hall and B Hall: 3 – Acceptable Impact with Mitigation
Measures o
The
area between and beneath Ablutions block and the revetment wall to the south:
3 – Acceptable Impact with Mitigation Measures o
West
end of D Hall: 3 – Acceptable Impact with Mitigation Measures o
Laundry:
3 – Acceptable Impact with Mitigation Measures o
General
Office: 3 – Acceptable Impact with Mitigation Measures Built
Heritage Resources Outside the CPS ·
Generally
the works within the Site will have little or no impact on built heritage
resources outside the CPS. This is in
large part because the changes to occur within the CPS are contained within
the constraints of the compound itself.
Impact ratings for specific areas are as follows: o
Grade
1 historic building ( o
Proposed
Grade 3 historic building ( o
o
Old
o
Chancery
Lane: 1 – Beneficial Impact o
o
Walls
and Tunnel of o
Chancery
Lane Steps: 1 – Beneficial Impact |
|
Extents of Exceedance |
Not expected |
Not expected |
Avoidance / Mitigation Measures |
Prior to construction
commencement during the detailed design stage of the Project, the following
works will be conducted to ensure adequate information are obtained to
finalise the design and conservation work required: ·
Comprehensive survey and impact assessment of Character
Defining Elements (CDE); ·
Archival recording; ·
Addition and alteration (A&A) works proposal
submissions; ·
Detailed structural assessment; and ·
Archaeological investigation. The modification/refurbishment
works at the existing buildings are kept to a minimum by carefully assigning
appropriate uses to fit in the spaces and adopting a fire engineering
approach to minimise alteration while complying with fire safety
requirements. The general mitigation
measures to be used during the construction phase will include: ·
Prior identification and recording of the all the
significant features, finishes, fittings and contents in the existing
buildings, and assessment of their vulnerability during construction. This
should include for instance the recording of historic doors which are
vulnerable to damage if left in situ or carelessly removed and stored. ·
Permanent or temporary removal off site of loose or
vulnerable items. ·
Preparation of a schedule of protection works to preserve
or secure items and finishes remaining in situ during construction. ·
Non-percussive piling methods will be adopted for the
construction of the foundation for the new buildings and a lateral support system
will be used to minimise the potential vibration impact to adjacent historic
buildings during construction. ·
Protection measures to the exteriors and interiors of the
buildings during construction operations. ·
Ensuring the responsible contractor understands the
significance and vulnerabilities of the building structures, constructions,
features and finishes prior to starting the work to avoid overloading or
inappropriate storage or construction activities. ·
Use of appropriate heritage related construction methods
for the modification and refurbishment works As
there is no development proposal that involves soil excavation on one of the
nine areas (Garage), other than possibly for new underground services which will
be designed during the detailed drawing stage no impact on this
archaeological potential area is anticipated.
Subject
to the findings of the archaeological investigation, appropriate mitigation
measures will be recommended and agreed with the AMO. Prior
to commencement of the construction works, a baseline condition survey and
baseline vibration impact has been recommended to be conducted by a
specialist covering the existing historic buildings in the CPS Site and the
Proposed Grade 3 Historic building (No. 20 Hollywood Road) outside CPS to
define the vibration control limits and recommend a vibration monitoring
proposal for the concerned historic buildings in CPS. As the concerned historic buildings in the
CPS Site are declared monuments, the proposal should be submitted to the
Antiquities Authority under the AM Ordinance for granting a permit for the
work. If the evaluated and/or measured
vibrations have been found to exceed the allowable values or if damage to
either structural or non-structural elements of the historic buildings has
been identified, the construction work should be stopped and the construction
method and appropriate mitigation measures should be the reviewed and
submitted to the Antiquities Authority for approval. |
To implement the Conservation Management Plan (June
2008), the Heritage Operational Strategy and Manual and the Interpretation
Strategies/Plans. Regular audit for checking the compl |
Residual Impact |
Slight to moderate residual impact is
expected due to the alteration to the overall visual appearance of the
Site. However, the majority of the
potential impact is beneficial to the CPS and its users. With the implementation of the CMP and the
mitigation measures recommended in Section
3.7 the residual impact is considered acceptable. |
Not expected |
Environmental Acceptability |
Impacts to cultural heritage resources are acceptable
with mitigation measures. |
Impacts to cultural heritage resources are
acceptable with mitigation measures. |
Landscape & Visual |
||
Assessment Points / Sensitive Receivers |
Landscape Resources (LRs): LR1 – LR2 - Commercial /
Residential /Institutional Building Area LR3 – Buildings within Declared Monument LR4 – Open Space within Declared
Monument LR5 – LR6 – LR7 – Vegetated Slope LR8 – Natural LR9 – Landscape and Visual
Character Areas (LCAs): LCA1 – Historical Landscape LCA2 – LCA3 – Medium/High-rise
Commercial Urban Landscape LCA4 – Residential/
Commercial Urban Landscape LCA5 – Central Civic Administration
Landscape LCA6 – Natural LCA7 – Major Transport
Corri Visually Sensitive
Receivers (VSRs) and Vantage Points (VPs) VSR T2 – Central/ Mid-Levels Escalator
above VSR H/O1 – Medium/ High Level Commercial/Residential
Building(s) above VSR T3 – Street Level at The Centrium on VSR H2 – Medium/High Rise Level
Residential Building(s) on VSR T4 – Street Level at VSR T5 – Street Level at VSR VSR O1
Medium/High Level Commercial Building(s) ( VSR O2
Medium/High Level CommercialBuilding(s) ( VSR H1
Medium/High Level Residential Buildings in Mid-levels ( VSR R1
Open/Park Area off VSR H3
Medium/High Level Residential Buildings on The tree survey undertaken indentified eleven trees within
the Site, using the government's
definition of a tree as a woody plant with a trunk diameter of at least 95 mm
at 1.3 m height. None of the
trees can be gauged as being in ‘excellent’ health and only two trees, namely
the large T5 (Mangifera indica) in the Parade Ground, and the relatively
small wall tree T10 (Ficus microcarpa) between the Police and Prison sites, have
performed sufficiently well to deserve the good rating. |
Landscape Resources (LRs): LR1 – LR2 - Commercial / Residential /Institutional
Building Area LR3 – Buildings within Declared Monument LR4 – Open Space within Declared Monument LR5 – LR6 – LR7 – Vegetated Slope LR8 – Natural LR9 – Landscape and Visual Character Areas (LCAs): LCA1 – Historical Landscape LCA2 – LCA3 – Medium/High-rise Commercial Urban Landscape LCA4 – Residential/ Commercial Urban Landscape LCA5 – Central Civic Administration Landscape LCA6 – Natural LCA7 – Major Transport Corri Visually Sensitive Receivers (VSRs) and Vantage Points (VPs) VSR T2 – Central/ Mid-Levels Escalator above VSR H/O1 – Medium/ High Level
Commercial/Residential Building(s) above VSR T3 – Street Level at The Centrium
on VSR H2 – Medium/High Rise Level Residential
Building(s) on VSR T4 – Street Level at VSR T5 – Street Level at VSR VSR O1 Medium/High Level
Commercial Building(s) ( VSR O2 Medium/High Level
CommercialBuilding(s) ( VSR H1 Medium/High Level
Residential Buildings in Mid-levels ( VSR R1 Open/Park Area
off VSR H3 Medium/High Level
Residential Buildings on Trees
within the Site. |
Relevant Criteria |
·
Environmental Impact Assessment
Ordinance (Cap.499, S.16)
and the Technical Memorandum on EIA
Process (EIAO TM), particularly: o
Annex 10 (Criteria for Evaluating Visual
and Landscape Impact, and Impact on Sites of Cultural Heritage) o
Annex 18 (Guidelines for Landscape and
Visual Impact Assessment) ·
EIAO Guidance Note No. 8/2002
(Preparation of Landscape and Visual Impact Assessment under the Environmental
Impact Assessment Ordinance); ·
ETWB TCW No. 3/2006 - Tree Preservation; ·
ETWB TCW No. 29/2004 - Registration of
Old and Valuable Trees, and Guidelines for their Preservation ·
ETWB-TC(W) No. 10/2005 - Planting on
Footbridges and Flyovers ·
Land Administration Office (LAO), Lands
Department Practice Note No. 7/2007 - Tree Preservation and Tree Removal
Application for Building Development in Private Projects ·
WBTC No. 7/2002 - Tree Planting in
Public Works; ·
·
Study on Landscape Value Mapping of |
·
Environmental Impact Assessment
Ordinance (Cap.499, S.16)
and the Technical Memorandum on EIA
Process (EIAO TM), particularly: o
Annex 10 (Criteria for Evaluating Visual
and Landscape Impact, and Impact on Sites of Cultural Heritage) o
Annex 18 (Guidelines for Landscape and
Visual Impact Assessment) ·
EIAO Guidance Note No. 8/2002 (Preparation
of Landscape and Visual Impact Assessment under the Environmental Impact
Assessment Ordinance); ·
ETWB TCW No. 3/2006 - Tree Preservation; ·
ETWB TCW No. 29/2004 - Registration of
Old and Valuable Trees, and Guidelines for their Preservation ·
ETWB-TC(W) No. 10/2005 - Planting on
Footbridges and Flyovers ·
Land Administration Office (LAO), Lands
Department Practice Note No. 7/2007 - Tree Preservation and Tree Removal
Application for Building Development in Private Projects ·
WBTC No. 7/2002 - Tree Planting in
Public Works; ·
·
Study on Landscape Value Mapping of |
Results of Impact / Extent of Exceedance |
During the construction
stage, potential landscape and visual impacts may arise from: ·
works
for demolition of surrounding stone brick wall and construction of entrance
to service yard; ·
works
for demolition of works for demolition of existing building structures – the
Garage, Workshop & Laundry and General Office; ·
works
for cleaning, re-painting, dismantling and reinstatement of sections of
surrounding stone brick wall; ·
conservation,
repair and refurbishment work on the external façade of the retained
buildings including erection of scaffolding; ·
excavation
work including that for construction of basement in lower courtyard; ·
new
custom paving works throughout the Site; ·
construction
of new built structures (Old Bailey Wing, Arbuthnot Wing, new footbridge); ·
construction
of new pavement west of ·
temporary
stockpiling of construction and demolition materials and temporary storage of
construction equipment; ·
temporary
use of construction equipment on-site including cranes and vehicles; ·
off-site
construction traffic such as haulage of excavated materials; ·
temporary
traffic/ road diversions; ·
night-time
lighting; and ·
dust
during dry weather. Significant Impact on the following LRs/LCA
at construction phase without mitigation: ·
LR3
– Buildings within Declared Monument ·
LR4
– Open Space within Declared Monument ·
LCA1
– Historical Landscape Slight Impact on the following LRs/LCA
at construction phase without mitigation: ·
LR1
– ·
LCA4
– Residential/Commercial Urban Landscape Impacts on all other LRs/LCAs
at construction phase without mitigation are insignificant. Amongst the eleven trees found on site,
four dead/damaged trees (T1, T2, T3 and T4) and one healthy tree (T10) will
be removed. The rest of the trees will
be retained. The size, tree form,
performance, and landscape and amenity value of T10, in comparison with the
large and robust wall trees in other parts of the city, are relatively
low. Due to site and technical
constraints, in situ preservation and transplanting cannot be recommended. Significant Impact on the following VSRs
at construction phase without mitigation: ·
T2
– Central/ Mid-Levels Escalator above ·
H/O1
– Medium/High Level Commercial/Residential Building(s) above ·
T3
– Street Level at The Centrium on ·
H2
– Medium/High Rise Level Residential Building(s) on ·
T5
- Street Level at ·
H3
– Medium/High Level Residential Buildings on Moderate Impact on the following VSRs
at construction phase without mitigation: ·
T4
– Street Level at ·
H1
– Medium/High Level Residential Buildings in Mid-levels ( Slight Impact on the following VSRs
at construction phase without mitigation: ·
T1
– Street Level at ·
O1
– Medium/High Level Commercial Building(s) ( ·
O2
– Medium/High Level Commercial/Residential Building(s) ( ·
R1
– Open/Park Area off |
During the operation stage, potential landscape and
visual impacts would be related to the following: ·
landscaping works (eg new planting site, new green wall, existing tree
treatment); ·
repaired
and refurbished external façades of retained buildings; ·
operation
of new built structures (Old Bailey Wing, Arbuthnot Wing, new footbridge, new
access points); ·
new
pavement – west of ·
cleaned,
re-painted, refurbished and repaired sections of external stone wall and
building façades; and ·
night time lighting. The impacts of the Project’s operation phase before
mitigation on any LR/LCA are not considered significant. Moderate impact on the following LRs/LCA
at operation phase without mitigation ·
LR3
– Buildings within Declared Monument ·
LCA1
– Historical Landscape Insignificant impact on the following LRs/LCA
at operation phase without mitigation ·
LR1
– ·
LR4
– Open Space within Declared Monument ·
LCA4
– Residential/Commercial Urban Landscape Significant Impact on the following VSRs
at operation phase without mitigation: ·
T3
– Street Level at The Centrium on ·
H2
– Medium/High Rise Level Residential Building(s) on ·
H3 –
Medium/High Level Residential Buildings on Moderate Impact on the following VSRs
at operation phase without mitigation: ·
T2
– Central/Mid-Levels Escalator above ·
H/O1
– Medium/High Level Commercial/Residential Building(s) above ·
T4
– Street Level at ·
H1
– Medium/High Level Residential Buildings in Mid-levels ( Slight Impact on the following VSRs at operation
phase without mitigation: ·
T5 –
Street Level at ·
T1
– Street Level at ·
O1
– Medium/High Level Commercial Building(s) ( ·
O2
– Medium/High Level Commercial Building(s) ( ·
R1
– Open/Park Area off Glare Impact The design intention for the new buildings is to
use non-reflective material for the façade which will help to minimise
potential glare interference. At night, light emitted from the building
will be partially screened by the façade units, creating a balance between
being able to express the life of the buildings within while also being able
to reduce light pollution. The most
open area within the new buildings at night is the public restaurant which is
located on the north end of Old Bailey Wing and away from the row of
residential buildings directly to the south.
All lights within the CPS will be turned to night time mode (dimmed)
after 11pm. Currently no façade
lighting is proposed for the existing buildings. Given the choice of façade treatment and
Site lighting considerations, the glare impact from the Project is considered
to be acceptable. |
Avoidance / Mitigation Measures |
M1 Detailed
Design Consideration CM1 In-situ
Tree Protection - Cordon Zone (CZ) CM2 In-situ
Tree Protection - Advanced & Phased Root Pruning CM3 In-situ
Tree Protection - Foliage cleansing system CM4 In-situ
Tree Protection - Monthly inspection CM5 Light
Control CM6 Compensatory
Tree Planting CM7 Vertical
Greening CM8
New Custom Paving |
OM1 In-situ
Tree Protection - Quarterly inspection OM2 Soft
Landscape Maintenance OM3 Architectural
Maintenance OM4 Light
Control |
Residual Impact |
Moderate Impact on the following LRs/LCA
at construction phase with mitigation: ·
LR3
- Buildings within Declared Monument ·
LR4
– Open Space within Declared Monument ·
LCA1
– Historical Landscape Slight Impact on the following LRs/LCA
at construction phase with mitigation: ·
LR1
– ·
LCA4
– Residential/Commercial Urban Landscape Impacts on all other LRs/LCAs
at construction phase with mitigation are insignificant. Mitigation measures to protect the
retained trees and compensation of the removal of T10 will be
implemented. With the implementation
of the mitigation measures, impacts on the trees are considered acceptable. Construction
is assumed to be carried out following standard good practise, and the
construction impact will not be significantly reduced by additional mitigation
measures such that upon
mitigation, all the visual impacts are considered to remain the same as prior
to mitigation. However, it is worth
noting that the impact will be transient and will be reduced gradually
following operation. |
The residual impacts on all LCAs
at day 1 of operation with mitigation are insignificant, with the
exception of a slight residual impact on LR3 – Buildings within
Declared Monument LCA1 – Historical Landscape. All ratings for the residual impacts at year 10 of
operation with mitigation remain the same, with the exception of LR4 – Open
Space within Upon implementation of mitigation
measures, at operation day 1 the visual impacts on: • T3
(Street Level at the Centrium on • H/O1
(Medium/High Level Commercial/Residential Building(s) above Hollywood Road),
T4 (Street Level at Old Bailey Street/ Chancery Lane Junction) and H1
(Medium/High Level Residential Buildings in Mid-levels [Grand Panorama
Building]) will reduce to slight while impacts on T5 (Street Level at
Hollywood Road/Pottinger Street Junction), T1
(Street Level at Staunton Street/ Peel Street Junction) and O2 (Medium/High
Level Commercial Building(s) [QRC Building]) will remain slight. • O1
(Medium/High Level Commercial Building(s) [ At
operation year 10 with mitigation, the residual impacts remain the same for
all the VSRs. |
Environmental Acceptability |
Impacts on landscape resources and sensitive
receivers are acceptable with mitigation measures. |
Impacts on landscape resources and sensitive
receivers are acceptable with mitigation measures. |
Air Quality |
||
Assessment Points / Sensitive Receivers |
A1 – Au’s Building A2 – Chinachem Hollywood Centre A3 – A4 – Vimark House A5 – Yu A6 – The Centrium A7 – Chancery Mansions A8 – Chancery House A9 – A10 – A11 – A12 – Ho A13 - Winning House |
A1 – Au’s Building A2 – Chinachem Hollywood Centre A3 – A4 – Vimark House A5 – Yu A6 – The Centrium A7 – Chancery Mansions A8 – Chancery House A9 – A10 – A11 – A12 – Ho A13 - Winning House |
Relevant Criteria |
Hong Kong Air Quality Objectives: TSP : Daily average of 260 mg m-3; annual average of 80 mg m-3 EIAO-TM: TSP : Hourly average of 500 mg m-3 |
Hong Kong Air Quality Objectives: NO2 : Hourly average of 300 mg m-3; daily average of 150 mg m-3; annual average of 80 mg m-3 SO2 : Hourly average of 800 mg m-3; daily average of 350 mg m-3; annual average of 80 mg m-3 RSP : Daily average of 180 mg m-3; annual average of 55 mg m-3 |
Results of Impact |
The construction of the Project involves
small-scale site formation/foundation works, new building construction,
refurbishment works for the existing buildings, and minor-scale demolition of
existing structures. Excavation, truck
movements, materials handling and wind erosion of open stockpiles of dusty
materials were identified as the major dust generating activities. In view of the small size of the worksite
and small quantity of excavated materials to be generated, limited excavated
soil will be stockpiled on-site. No
adverse fugitive dust impact is envisaged with the implementation of dust
control measures and adoption of good construction site practices. Minor air quality impacts associated
with gaseous emissions of diesel-powered construction plant and equipment are
anticipated as only a small number of construction vehicles and plant will be
operated in the limited works areas at any one time. |
Gaseous emissions from kitchens are identified as
potential sources of air pollutants.
Electric stoves will be installed in the kitchens within the Project,
and therefore no gaseous or liquid fuels will be used for cooking
operations. Electrostatic
precipitators (ESPs) will also be installed at the
exhausts of the kitchens to capture potential particulate emissions and the
location of the exhaust will be sited vertically upward and away from the
nearby air sensitive uses as far as practicable. As such, potential air quality impacts
associated with gaseous emissions from kitchen operations to the surroundings
are not anticipated. As the design of the Project
encourages visitors to get to the Site via footbridge and pedestrian
crossings, traffic flow induced by operations of the Project (eg tourist bus and private cars) is anticipated to be
small and
no adverse cumulative traffic emission impact during the operation phase of
the Project is therefore expected. Three restaurant stacks were identified within 500m
Study Area. The
nearest stack is located at about 70m from the Site boundary and all the
stacks were identified to be at
least 30m above ground with high-rise buildings located in between. Through the interview
with the stack owners, one of the restaurants indicated that Towngas
was used for the cooking stoves. However, the owners of the other two stacks
refused to provide stack emissions information.
Nonetheless, it is anticipated that both premises are using ultra
low sulphur diesel (ULSD), gaseous fuel or alternative fuel types in
which
emissions must comply with the requirements in the Air
Pollution Control (Fuel Restriction) Regulation and its amendment of 2008. The five-year average of NO2 (54mgm-3) and SO2 (22mgm-3) data from
2005 to 2009 recorded at the Central/Western AQMS demonstrated that the
ambient concentrations of the respective pollutants are low. As a result, no adverse air quality impacts
are anticipated for the Project. |
Extents of Exceedance |
Not expected. |
Not expected. |
Avoidance / Mitigation Measures |
The following
dust control measures stipulated in the Air
Pollution Control (Construction Dust) Regulations and good site practices
will be incorporated into the Contract Specification and implemented
throughout the construction period: ·
The area at which demolition work takes place will
be sprayed with water or dust suppression chemical immediately prior to,
during and immediately after the demolition activity; ·
Impervious dust screen or sheeting will be
implemented for demolition of structures and renovation of outer surfaces of structures
that abuts or fronts open area accessible to the public to no less than 1m
higher than the highest level of the structure being demolished; ·
An effective dust screen will be provided to enclose
scaffolding, if required, from the ground floor level of building for
construction of superstructure of the new buildings; ·
Impervious sheet will be provided for skip hoist for
material transport; ·
Vehicle washing facilities will be provided at the
designated vehicle exit points; ·
Every vehicle will be washed to remove any dusty
materials from its chassis and wheels immediately before leaving the
worksite; ·
Road sections between vehicle-wash areas and
vehicular entrances will be paved; ·
The load carried by the trucks will be covered
entirely to ensure no dust emission from the vehicles; ·
Hoarding of not less than 2.4m high from ground
level will be provided along the entire length of that portion of the Project
Site boundary adjoining a road or other area accessible to the public except
for a site entrance or exit; ·
The main haul road will be kept clear of dusty
materials and will be sprayed with water so as to maintain the entire road
surface wet at all the time; ·
Temporary stockpiles of dusty materials will be
either covered entirely by impervious sheets; place in an area sheltered on
the top and three sides; or sprayed with water to maintain the entire surface
wet at all the time; ·
Stockpiles of more than 20 bags of cement, dry
pulverised fuel ash and dusty construction materials will be covered entirely
by impervious sheeting sheltered on top and 3-sides; ·
All exposed areas will be kept wet always to
minimise dust emission; ·
ULSD will be used for all construction plant
on-site; ·
The engine of the construction
equipment or trucks during idling will be switched off; and ·
Regular maintenance of
construction equipment deployed on-site will be conducted to prevent black
smoke emission. |
The following measures will be implemented for
kitchens to minimize the potential kitchen fumes or stack emissions: ·
Electric stoves will be used; ·
Electrostatic precipitators (ESP) will be installed
to control the oily fume and cooking odour; ·
Siting the
kitchen exhausts away from the nearby air sensitive uses as far as
practicable;; ·
Direct the kitchen exhausts vertically upwards; and ·
Provide sufficient separation distance from the
nearby air sensitive uses. |
Residual Impact |
Not expected. |
Not expected. |
Environmental Acceptability |
No adverse air quality impact with the
implementation of mitigation measures. |
No adverse air quality impact with the
implementation of mitigation measures. |
Noise |
||
Assessment Points / Sensitive Receivers |
N1 – Amber Lodge N2 – Ho N3 – N4 – N5 – Chancery House N6 – |
N1 – Amber Lodge N2 – Ho N3 – N4 – N5 – Chancery House N6 – |
Relevant Criteria |
Daytime
(0700-1900 hours) construction noise standards stipulated in the EIAO-TM is Leq 30min75 dB(A) for all domestic premises on any day
not being a Sunday or general public holiday for general construction works. General
construction works during the restricted hours follow the criteria set in the
GW-TM. These are: 1.
LAeq, 5min 65 dB for area with Area Sensitivity
Rating of B for all days during the evening (1900-2300 hours) and general
holidays (including Sundays) during the day and evening (0700-2300 hours);
and 2.
LAeq, 5min 50 dB for area with Area Sensitivity
Rating of B for all days during the night-time (2300-0700 hours) |
The criteria noise limits
for planning purposes are set out in the EIAO-TM
as follows: ·
the total fixed source noise l ·
the prevailing background noise l Based on the above EIAO-TM and
IND-TM specification, daytime and evening (0700-2300 hours) noise limit for
N1-N3 and N4-N6 is 59 dB(A) and 54 dB(A), respectively. The night-time (2300-0700 hours) noise
limit for N1-N3 and N4-N6 is 50 dB(A) and 49 dB(A), respectively. |
Results of Impact |
The predicted unmitigated noise levels
at NSRs ranges from 79 to 89 dB(A). With the implementation of mitigation
measures, the noise levels predicted at NSRs ranges
from 67 to 75 dB(A). |
The predicted noise levels during day-time and evening
time period at NSRs range from 52 to 56 dB(A). The predicted noise levels during night-time period
at NSRs range from 42 to 49 dB(A). |
Extents of Exceedance |
Without the implementation of mitigation
measures, exceedance up to 14 dB(A) is predicted. With the implementation of mitigation
measures, noise levels at all NSRs comply with the
criteria. |
Not expected. |
Avoidance / Mitigation Measures |
·
Good
construction site practice; ·
Use
of quiet PME; ·
Adoption
of movable noise barriers; ·
Use
of noise insulation sheet; and ·
Scheduling
of PME/construction activities. |
Although no adverse noise impact is expected due to
the operation of fixed plant items, it is still recommended that the following
good practices be implemented as far as practicable to minimise the potential
impact: ·
Choose
quieter equipment; ·
Include
noise levels specification when ordering new plant items; ·
Locate
fixed plant items or noise emission points away from the NSRs
as far as practicable; ·
Locate
noisy machines in completely enclosed plant rooms or buildings with suitable
and practicable noise remedies; and ·
D The maximum sound power
levels for the fixed plant will be included in the contract specification to
be issued to suppliers or contractors for the requipment. Noise Emissions from Courtyard Events and Public Address
(PA) System ·
good
management practices shall be in place, including noise monitoring, setting
up a complaint hotline, and distributing advance notice to nearby NSRs. It is
recommended that good management practices be implemented during both
rehearsals and shows; ·
in any ·
as
a fallback option, should non-compliance of the relevant noise criteria at
the NSRs be identified for the event, immediate
mitigation measures (such as turning down/off of music volume) should be
implemented; and ·
the requirements of not exceeding the total
sound power l |
Residual Impact |
Not expected. |
Not expected. |
Environmental Acceptability |
No adverse noise impact with the
implementation of mitigation measures. |
No adverse noise impact with the implementation of
good practices. |
Water Quality |
||
Assessment Points / Sensitive Receivers |
·
Existing stormwater drain along ·
·
Seawater abstraction points along the seafront at about 650m from the
Site |
·
Existing stormwater drain along ·
·
Seawater abstraction points along the seafront at about 650m from the
Site |
Relevant Criteria |
·
Water Pollution
Control Ordinance (WPCO) (Cap. 358); ·
Environmental
Impact Assessment Ordinance (Cap. 499. S.16), Technical Memorandum on
Environmental Impact Assessment Process (EIAO-TM), Annexes 6 and 14; ·
Technical
Memorandum Standards for Effluents Discharged into Drainage and Sewerage
Systems, Inland and Inshore Waters (TM); ·
Practice
Note for Professional Persons on Construction Site Drainage (Prop PECC PN
1/94); and ·
|
·
Water Pollution
Control Ordinance (WPCO) (Cap. 358); ·
Environmental
Impact Assessment Ordinance (Cap. 499. S.16), Technical Memorandum on
Environmental Impact Assessment Process (EIAO-TM), Annexes 6 and 14; ·
Technical
Memorandum Standards for Effluents Discharged into Drainage and Sewerage
Systems, Inland and Inshore Waters (TM); and ·
|
Results of Impact |
Given the scale and nature of the construction
work, with the implementation of good construction and site management
practices, adverse water quality due to site runoff and general construction
activities is not anticipated. The amount of sewage to be
generated will be about 30 m3 per day. The existing toilet facility of the CPS
will be available to the construction workforce. The sewage will be discharged to the public
sewer. If necessary, portable toilet
will be provided on site to ensure that sewage from the site staff is
properly collected. No adverse impact
water quality is anticipated due to the treatment and disposal of sewage
generated from the workforce. |
It is estimated that up to about 565 m3
of sewage will be discharged per day.
According to the Sewerage Impact Assessment of the Project, the two
existing 150mm diameter public sewers along |
Extents of Exceedance |
Not expected. |
Not expected. |
Avoidance / Mitigation Measures |
Prior to the modification
works, perimeter cut-off drains to direct off-site water around the site will
be constructed and internal drainage works and erosion and sedimentation
control facilities implemented. Channels,
earth bunds or sand bag barriers will be provided on site to direct potential
contaminated runoff to the on-site slit trap before discharged to the stormwater drains.
The design of any slit removal facilities will be based on the
guidelines in Appendix A1 of ProPECC PN 1/94. Vehicle and plant servicing
areas, vehicle washing bays and lubrication bays will, as far as possible, be
located within roofed areas. The
drainage in these covered areas will be connected to foul sewers via a petrol
interceptor. Oil leakage or spillage
will be contained and cleaned up immediately. Waste oil will be collected and
stored for recycling or disposal, in accordance with the Waste Disposal Ordinance. The stormwater
discharge from the Site will be monitored as part of the routine monitoring
under the WPCO licence,
if applicable. The existing toilet
facilities of the |
Not required.
|
Residual Impact |
No residual impact. |
No residual impact. |
Environmental Acceptability |
No adverse water quality impact with the
implementation of good site practices and mitigation measures. |
No adverse water quality impact is expected. |
Waste |
||
Assessment Points / Sensitive Receivers |
|
|
Relevant Criteria |
·
Waste Disposal Ordinance (Cap 354); ·
Waste Disposal (Chemical
Waste) (General) Regulation (Cap 354C); ·
Land (Miscellaneous
Provisions) Ordinance (Cap 28); and ·
Public Health and Municipal
Services Ordinance (Cap 132) - Public
Cleansing and Prevention of Nuisances Regulation ·
·
Waste Reduction
Framework Plan, 1998 to 2007 ·
Code of Practice on the
Packaging, Labelling and Storage of Chemical Wastes (1992) ·
WBTC No. 32/92, 2/93,
2/93B, 25/99, 25/99A, 25/99C, 12/2000, 12/2002 ·
ETWBTC No. 33/2002,
19/2005 ·
DevBTC No. 6/2010 |
·
Waste Disposal Ordinance (Cap 354); ·
Waste Disposal (Chemical
Waste) (General) Regulation (Cap 354C); ·
Land (Miscellaneous Provisions)
Ordinance
(Cap 28); and ·
Public Health and
Municipal Services Ordinance (Cap 132) - Public
Cleansing and Prevention of Nuisances Regulation ·
·
Waste Reduction
Framework Plan, 1998 to 2007 ·
Code of Practice on the
Packaging, Labelling and Storage of Chemical Wastes (1992) |
Results of Impact |
It is estimated that 12,900 m3
of excavated materials, 3,540 m3 of public fills and 890 m3
of construction waste will be generated during the construction phase. With respect to the scale of the
construction activities, it is anticipated that the quantity of chemical
waste to be generated will be small (less than a hundred litres per month
during the construction phase). It is
also estimated that about 130 kg of general refuse will be generated per day
by the construction workers. |
It is estimated that general refuse (9,250 kg per
day) and food waste (460 kg per day) will be generated during the operation
phase. |
Extents of Exceedance |
N/A |
N/A |
Avoidance / Mitigation Measures |
C&D material will be segregated on-site into inert and
non-inert materials and stored in different containers or skips to facilitate
reuse of the inert materials and proper disposal of the non-inert
construction waste. Specific areas of
the work site will be designated for such segregation and storage if
immediate use is not practicable. The contractor will register as a chemical waste producer
with the EPD. Chemical waste will be
handled in accordance with the Code of
Practice on the Packaging, Handling and Storage of Chemical Wastes. General refuse will be stored in enclosed bins separately
from construction and chemical wastes.
The general refuse will be delivered to the transfer station or
landfill, separately from construction and chemical wastes, on a daily basis
to reduce odour, pest and litter impacts. Recycling bins will be provided at
strategic locations to facilitate recovery of aluminium can and waste paper
from the Site. Materials recovered
will be sold for recycling. At the commencement of the construction works, training
will be provided to workers on the concepts of site cleanliness and on
appropriate waste management procedures, including waste reduction, reuse and
recycling. |
Chemical waste will be
handled in accordance with the Code of
Practice on the Packaging, Handling and Storage of Chemical Wastes. General refuse and food
and beverage waste will be stored in enclosed bins and disposed of at the
tipping area on a daily basis to reduce odour, pest and litter impacts. Recycling bins will be
provided at strategic locations to facilitate recovery of aluminium can and
waste paper from the Site. Materials
recovered will be sold for recycling |
Residual Impact |
No residual impact |
No residual impact |
Environmental Acceptability |
No adverse environmental impact
associated with the handling and disposal of waste. |
No adverse environmental impact associated with the
handling and disposal of waste. |
|
|
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