4.1.1
This
Section provides an evaluation of the potential noise impacts associated with
the construction and operational phases of the Northshore Lantau Development
and CKWLR (the Project). Supplementary
information for the noise assessment is provided in Annex C.
4.1.2
During the
construction phase of the Project, powered mechanical equipment (PME) employed
in the construction of the proposed developments within the Draft RODP and the
CKWLR will be the primary source of noise reaching the surrounding environment. The major activities will include:
·
site
reclamation works and seawall construction;
·
construction
of the CKWLR alignment;
·
construction
of other transport infrastructure in the Project Area including Road P1, Road
P2, the Access Road at Yam O, the Resort Roads, and other internal distribution
roads;
·
construction
of government/institutions/community facilities including public transport
interchanges, parking lots, police stations, and fire stations etc.;
·
construction
of residential and educational institutions at Siu Ho Wan;
·
construction
of the Northshore and Tsing Chau Tsai East developments;
·
construction
of the Penny’s Bay Rail Link (PBRL);
·
construction
of the Theme Park including its associated hotels and infrastructures at Penny's
Bay;
·
construction
of a water recreational centre with a lake for irrigation and water sport
recreational activities; and
·
construction
of utilities and support facilities.
4.1.3
During the
operation of the Project, the principal sources of noise included are:
·
road traffic comprising mainly those on the
CKWLR, Road P1, Road P2, the existing NLH, and the planned Route 10-NLYLH;
·
rail traffic from the proposed PBRL and the
existing Airport Railway (including Airport Express Line and Tung Chung Line);
·
Public Transport Interchanges (PTIs) at Yam O
and Penny’s Bay;
·
sewage pumping station at Penny’s Bay;
·
Siu Ho Wan Water Treatment Works, Siu Ho Wan
Sewage Treatment Works, and North Lantau Transfer Station;
·
occasional operation of the existing CLP Gas
Turbine Plant in Penny’s Bay (GTP);
·
Theme Park Phase I and II operation including
rides and fireworks displays;
·
Theme Park Extension operation;
·
water recreation centre;
·
Tsing Chau Tsai East recreational development;
·
helicopter and aircraft noise exposures over the
proposed residential and institutional developments at Siu Ho Wan and the
proposed village expansion area at Tso Wan; and
·
potential exposure of Theme Park (Phase I and
II) resort hotels to noise from the future Container Terminal development
south-east of the site.
4.1.4
Other
developments proposed under the NLDFS will mainly be of commercial, or tourism
uses. As such, they will not be
regarded as noise sources and are not included in our assessment. These include:
·
The developments at Northshore area (including
the Theme Park Gateway, the Tourist and Convention Village and the
Technodrome); and
·
The Eco Park at Luk Keng Tsuen.
4.1.5
While a
separate EIA study has been conducted for the Theme Park (Phase I and II) and
its associated developments, key findings on noise impacts from the study are
summarised in this Report for the evaluation of possible cumulative noise
impacts.
4.1.6
Figure 4.1a shows the principal noise sources
covered under the Project.
4.1.7
Where,
according to the applicable noise guidelines or regulations, potential Project
related noise impacts are identified
during either the construction or operational phases, appropriate mitigation
measures are recommended and Environmental Monitoring and Audit (EM&A)
requirements identified.
Construction Noise
General
4.2.1
The
principal legislation addressing the control of construction noise is the Noise Control Ordinance, Cap. 400
(NCO). Various Technical Memoranda
(TMs) stipulating control approaches and criteria have been issued under the
NCO. The following TMs are applicable
to the control of noise from construction activities:
·
Technical
Memorandum on Noise from Percussive Piling (PP-TM);
·
Technical
Memorandum on Noise from Construction Work other than Percussive Piling
(GW-TM); and
·
Technical
Memorandum on Noise from Construction Work in Designated Areas (DA-TM).
4.2.2
The EIAO
and the EIAO-TM also provide guidelines for the assessment of noise impacts
associated with construction activities.
4.2.3
Regardless
of any noise impact description or assessment made in this EIA Report, the
Noise Control Authority will be guided by the relevant TMs issued under the NCO
in assessing any application, once filed, for a Construction Noise Permit (CNP)
for works planned during restricted hours (i.e. 1900 to 0700 hours and any time
on a general holiday including Sundays).
The Authority will consider all the factors affecting its decision
taking the then prevailing situations and conditions into account. Nothing in this EIA Report shall bind the
Authority in making its decision and further, there is no guarantee that a CNP
will be issued. If a permit is to be
issued, the Authority may include any conditions it considers appropriate and
such conditions must be followed during the execution of the works covered by
the permit. Failing to do so may lead
to cancellation of the permit and prosecution action under the NCO.
Percussive Piling
4.2.4
Under the
PP-TM, percussive piling is prohibited at any time on Sundays and public
holidays and during evening and night-time hours (1900-0700 hours) , Monday
through Saturday. A CNP is required in
order to carry out such work during daytime hours (0700-1900 hours), Monday
through Saturday. As the issuance of a
CNP by the Noise Control Authority would depend on the submission of an
application by the Contractor, and therefore on the Contractor’s compliance
with the percussive piling noise limits set out within the PP-TM, the
assessment of this type of noise has not been included in this EIA. However, for completeness, the process that
would be followed in assessing a CNP application for percussive piling is
described below.
4.2.5
In
evaluating a CNP application for percussive piling, the Noise Control Authority
would be guided by the PP-TM. In
assessing the potential noise impact, the EPD would consider the difference
between the Acceptable Noise Levels (ANLs), as specified in the PP-TM, and the
Corrected Noise Levels (CNLs) predicted to result from the proposed percussive
piling activities. Depending on the
projected noise impacts at nearby Noise Sensitive Receivers (NSRs), the Noise
Control Authority would determine the allowable time periods for percussive
piling operations, as indicated in Table
4.2a.
Table
4.2a - Permitted Hours of Operation for Percussive Piling (Note: the Use of
Diesel, Pneumatic and/or Steam Hammers is prohibited)
Amount by which CNL exceeds ANL
|
Permitted hours of operation on any
day not being a holiday
|
More
than 10 dB(A)
|
0800
to 0900 and 1230 to 1330 and 1700 to 1800
|
Between
0 dB(A) and 10 dB(A)
|
0800
to 0930 and 1200 to 1400 and 1630 to 1800
|
No
Exceedance
|
0700
to 1900
|
General Construction Works During
Restricted Hours
4.2.6
The NCO
provides statutory controls on general construction works during restricted
hours (i.e. 1900-0700 hours Monday to Saturday and at any time on Sundays and
public holidays). The use of powered mechanical equipment (PME) for the
carrying out of construction works during these restricted hours would require
a CNP. The Noise Control Authority will
assess all CNP applications on a case by case basis and, in doing so, it will
be guided by the GW-TM.
4.2.7
When
assessing an application for the use of PME, the Noise Control Authority will
compare the ANLs specified in the GW-TM with the CNLs (adjusted for any barrier
and reflection effects) associated with the proposed PME operations. The NCO requires that noise levels from
construction at affected NSRs be less than a specified ANL. The ANLs are related to the inherent noise
sensitivity of the noise receiver areas in question, which in turn relate to
the background noise characteristics of these areas. Each noise receiver area is then assigned an Area Sensitivity
Rating based on its predominant land use and the presence, if any, of Influencing
Factors such as nearby industrial areas, major roads or airports. The relevant ANLs for evenings and holidays
and for night-time are provided in Table
4.2b.
Table 4.2b -
Acceptable Noise Levels (ANLs, LAeq, 5min dB) for General
Construction Works to be Carried out During Restricted Hours
Time Period
|
Area Sensitivity Rating
|
|
A
|
B
|
C
|
All
days during the evening (1900-2300 hours) and general holidays (including
Sundays) during the day and evening (0700-2300 hours)
|
60
|
65
|
70
|
All
days during the night-time (2300-0700 hours)
|
45
|
50
|
55
|
4.2.8
In addition
to the general controls on the use of PME during the restricted hours, the
Noise Control Authority has implemented a more stringent scheme via the
DA-TM. In the interest of offering
additional protection to the population, the carrying out of Prescribed
Construction Work (PCW) is generally banned inside a Designated Area (DA). As for the use of Specified Powered
Mechanical Equipment (SPME) and/or carrying out PCW, as stated in DA-TM, it
would be necessary to comply with DA-TM noise level requirements that are 15
dB(A) more stringent then those listed in the GW-TM before a CNP may be
issued. However, as construction works
considered in the Project are not carried out in a DA, noise criteria as
stipulated in the DA-TM would not be applicable for this EIA study.
4.2.9
Factors
influencing the outcome of a CNP application, such as the assigning of ANLs,
would be determined by the Noise Control Authority at the time of the
application review based on the then prevailing site conditions. It should be noted that conditions around
the site(s) may change from time to time.
General Construction Works During Normal
Working Hours
4.2.10
Although
the NCO does not provide for the control of noise from construction activities
during normal working hours (0700 to 1900 hours, Monday to Saturday), Annex 5 of the EIAO-TM specifies a
limit of Leq, 30 min 75 dB(A) for residential NSRs. Annex
5 also provides construction noise limits for schools of Leq, 30 min
70 dB(A) and 65 dB(A) during normal teaching periods and examination periods
respectively.
4.2.11
Both the
GW-TM and the EIAO-TM acknowledge the potential noise sensitivity of areas
designated as Country Parks. However,
the GW-TM does not identify Country Parks themselves as NSRs. Furthermore, while the EIAO-TM provides
general construction noise limits at residences and schools during normal
working hours, it provides no such limit for Country Parks. Therefore in this
EIA, construction noise impact at Country Parks have generally been estimated
in relative terms only.
Railway Noise
4.2.12
Railway
noise is controlled under the NCO and the subsidiary Technical Memorandum for the Assessment of Noise from Places other than
Domestic Premises, Public Places or Construction Sites (IND-TM). The IND-TM establishes ANLs for railway
noise depending on the Area Sensitivity Ratings of the area where the NSR is
located. Again Area Sensitivity Ratings
for all areas containing NSRs are based on the predominant land use and the
presence of any influencing factors such as industrial areas, major roads and
airports.
4.2.13
The
relevant criteria are presented in Table
4.2c below and are to be met at a position 1 m from the window facade of
the NSR.
Table 4.2c -
NCO Railway Noise Assessment Criteria (ANLs, LAeq,30min dB)
Time Period
|
Area Sensitivity Rating
|
|
A
|
B
|
C
|
Daytime
& Evening (0700 to 2300)
|
60
|
65
|
70
|
Night-time
(2300 to 0700)
|
50
|
55
|
60
|
4.2.14
The EIAO-TM
provides additional criterion for assessing railway noise at identified
NSRs. This criterion, which appears in Table 4.2d, is expressed in terms of the
A-weighted maximum noise level (LAmax) due to individual railway
noise events during the night-time (2300-0700 hours).
Table 4.2d -
EIAO-TM Railway Noise Criterion
Parameter
|
Criterion Level in dB
|
Maximum
A-weighted sound pressure level during 2300-0700 hours, LAmax
|
85
|
4.2.15
Country
Parks are not specifically identified as NSRs in the IND-TM and are assigned no
quantitative railway noise limit under the EIAO-TM. Therefore, within this EIA, railway noise levels are predicted at
the existing Lantau North Country Park and the Proposed Country Park Extension
Area and are addressed qualitatively.
Fixed Plant Noise
Fixed Plant Inventory
4.2.16
Noise
levels from fixed plant sources within the Study Area are required to comply
with the EIAO-TM. The fixed plant noise
sources assessed in this EIA include:
·
the PTIs at
Yam O and Penny’s Bay;
·
the sewage
pumping station at Penny’s Bay;
·
the Water
and Sewage Treatment Works and the North Lantau Transfer Station near Siu Ho
Wan;
·
CLP’s G T P
in Penny’s Bay;
·
the Tsing
Chau Tsai East recreational development; and
·
the future
Container Terminal development (previous Container Terminals 12 and 13) planned
to the south-east of the Theme Park.
4.2.17
While fixed
plant noise from the Theme Park amusement operations (Phases I and II) has been
assessed in detail in the Theme Park EIA,
as well as the operation of the Theme Park (Phase III) Extension in this EIA,
the key findings on noise issues are summarised in this Report.
4.2.18
The
proposed residential and institutional developments at Siu Ho Wan has been
assumed to be built after the completion of the redevelopment at the existing
MTRC Siu Ho Wan Depot. The depot site
has been zoned Comprehensive Development Area (CDA) under the Siu Ho Wan Layout
Plan. The CDA development will include
decking over of the depot and developed as a commercial podium with residential
development above, hence fixed plant noise impact from the depot on the
surrounding environment would be eliminated.
Fixed Plant Noise Criteria
4.2.19
The EIAO-TM
requires that all fixed noise sources be located and/or designed such that:
·
the total
fixed source noise level at the facade of the nearest NSR is at least 5 dB(A)
lower than the appropriate ANL as specified in the IND-TM (note: these are the
same ANLs as shown in Table 4.2c for
railway noise); or
·
where the
prevailing pre-Project noise level in the area is 5 dB(A) or more below the
appropriate ANL, the total fixed source noise level must not exceed this
pre-Project noise level.
4.2.20
The
Corrected Noise Levels or CNLs (corrected for the presence of tonality,
impulsiveness and intermittency) at the various NSRs due to fixed noise sources
are normally developed in accordance with the IND-TM. The noise impacts of the various fixed plant sources are
considered to be cumulative. Therefore, in assessing the overall noise impact
of fixed plant sources, the individual fixed source noise levels at each NSR
are combined.
4.2.21
Once again,
while assigning Area Sensitivity Ratings to the various types of areas which
could contain NSRs, the IND-TM groups Country Parks together with rural areas
and villages as having the highest inherent sensitivity to intrusive noise. However, Country Parks themselves are not
considered identical to other NSRs and furthermore, the EIAO-TM does not
provide a specific noise limit for Country Parks. Therefore, this EIA evaluates fixed plant noise levels at Country
Parks qualitatively.
Fireworks Noise
4.2.22
There will
be fireworks displays every evening at the Theme Park (Phase I and II). As such, potential noise from the fireworks
may impact on identified NSRs, namely Peng Chau and Discovery Bay.
4.2.23
At present,
neither the EIAO-TM nor any of the other relevant technical memoranda address
fireworks noise specifically.
4.2.24
Due to the
unique nature of fireworks noise, a limit of LAeq, 15min 55 dB at
residential NSRs has been adopted for the noise created by evening fireworks
displays at the Theme Park. Details of
the assessment criterion for fireworks noise have been addressed in the Theme
Park EIA.
Public Transport Interchanges (PTIs)
4.2.25
Under the Noise Control Ordinance (NCO), PTIs are
regarded as “public places” and as such, there is no statutory noise standards
that may be applied to these facilities.
Although the predominant sources of noise associated with PTIs are road
vehicles, road traffic noise standards are not the most appropriate criteria
since road vehicle movements within PTIs represent a relatively fixed noise
source compared with the free-flowing traffic on a normal road or highway. As such, due to the nature of the noise
source represented by PTIs and the characteristics of their noise emissions,
the appropriate noise standards specified in the EIAO-TM, as reference, has
been adopted for such facilities.
Road Traffic Noise
Traffic Noise Criteria
4.2.26
The EIAO-TM
requires that road traffic noise levels outside the facades of any sensitive
buildings which rely upon openable windows for ventilation should not exceed
the criteria given in Table 4.2e. Any measured or predicted road traffic noise
levels which exceed these criteria will be considered to be an adverse
environmental impact requiring mitigation consideration.
Table 4.2e - EIAO-TM
Road Traffic Noise Criteria
Sensitive Uses
|
Road Traffic Noise L10, (1hr)
(dB(A))(1)
|
Domestic
Premises
|
70
|
Offices
|
70
|
Educational
Institutions
|
65
|
Note:(1) Maximum permissible noise level assessed at
1 m from the external facade.
4.2.27
Though the
EIAO-TM does not specify a limit for traffic noise levels received at a Country
Park, road traffic noise impact assessment at the existing Lantau North Country
Park and the Proposed Country Park Extension Area is provided and interpreted
qualitatively.
Criteria for Indirect Technical Remedies
to Road Traffic Noise Impacts
4.2.28
Where
feasible, direct technical remedies are to be recommended to reduce identified
noise impacts where predicted traffic noise levels exceeds the criteria
presented in Table 4.2e. These measures include, but are not limited
to, the following:
·
noise
barrier walls located along roadside and/or in central reserve area;
·
noise
enclosures or semi-enclosures;
·
earth
berms;
·
noise
reducing road surfaces (quiet pavements); and
·
road
decking or underpass construction.
4.2.29
Where
direct technical remedies cannot be applied due to traffic or engineering
constraints, or where such measures would not be wholly effective in eliminating
noise impacts, the potential benefit of indirect technical remedies (i.e.
improvement in noise insulation of windows and provision of air conditioning)
will be assessed. Such indirect technical remedies to traffic noise impacts
would be provided by the Project Proponent to qualified NSRs only as a last
resort and in accordance with the Executive Council Directive, Equitable Redress for Persons Exposed to
Increased Noise Resulting From The Use of New Roads. For affected NSRs to be eligible for indirect
technical remedies, the following three criteria from the Executive Council
Directive must be satisfied:
·
the
predicted noise level from the “new” road, together with any other traffic in
the vicinity, exceeds a specified noise level (i.e. 70 dB(A) L10,
(1 hr) for domestic
premises and 65 dB(A) L10, (1 hr)for educational
institutions);
·
the
predicted overall noise level must be at least 1.0 dB(A) greater than the
prevailing traffic noise level, i.e. the total traffic noise level which
existed prior to the start of construction on the new or improved road; and
·
the
contribution to the increase in the predicted overall noise level from the
“new” road must be at least 1.0 dB(A).
4.2.30
Here “new”
roads are considered to include those
which, within the scope of the Project, are proposed to be constructed along
totally new alignments, as well as those existing roadway sections which are to
undergo major modifications. Major
modifications are considered to be those resulting in at least a 25% increase
in the number of lanes, a substantial alteration in an existing alignment or a
significant change in a relevant traffic parameter such as an increase in
posted speed. Roads that will remain
either completely unchanged or that will undergo only minor modifications not
satisfying the above conditions, will be classified as “unaltered”.
Helicopter and Aircraft Noise
4.2.31
Noise
levels created at planned new developments by the operation of helicopters and
aircraft in relation to the HKIA are
required to comply with the requirements set out in the EIAO-TM. The relevant criteria are provided in Table 4.2f below. The helicopter noise criterion is based on
the maximum level (Lmax) created during an individual helicopter
noise event, while the aircraft noise criterion is based on the cumulative noise exposure due to all aircraft
operations as indicated by the airport’s most recent Noise Exposure Forecast
(NEF) contours.
4.2.32
These noise
criteria apply only to NSRs which rely on openable windows for
ventilation. They are to be evaluated
at positions 1 m from the external sensitive facades of the NSRs.
Table 4.2f -
EIAO-TM Noise Criteria for Helicopters and Aircraft
Noise Sensitive Uses
|
Helicopter Noise Limit (Lmax
dB(A), 0700-1900 hours)
|
Aircraft Noise Limit (Noise Exposure
Forecast, or NEF)
|
All
domestic premises, hotel & hostels
|
85
|
25
|
Offices
|
90
|
30
|
Educational
institutions
|
85
|
25
|
Note:
These criteria apply only to land uses which will include buildings relying on
openable windows for ventilation.
Existing Noise Sensitive Receivers / Area
4.3.1
After
inspection of the Study Area and discussion of existing and planned land uses
with the EPD and other concerned government agencies, it was agreed that five
locations within the Study Area should be considered Noise Sensitive Receivers
(NSRs) or Noise Sensitive Area (NSA) from the perspective of their potential
exposure to the construction and operational noise from the proposed
developments. For the identification of
NSRs at Peng Chau and Discovery Bay, reference to Plan No. L/1-PCN/4 and Layout
Plan 6.0E1, where appropriate, have been made.
The locations of these NSRs/NSA (N1 to N5) are indicated in Figure 4.3a. The characteristics of each of these NSRs/NSA are described
below.
Peng Chau (N1)
4.3.2
Peng Chau
is a sparsely populated island (largely village-type development) lying due
south of the Penny’s Bay site. Most of
the village residences are located within the central portions of the island
and will be shielded from noise originating in the Penny’s Bay area by the
ridge line that runs along the northern end of the island. However some relatively new low-rise
apartment buildings are located on the north western tip of the island near Tai
Lei where they will be directly exposed to noise from the construction and
operation of the Phase I and II Theme Park.
Peng Chau has no conventional road system and is free from any other
significant noise sources (i.e. no Influencing Factors). This NSR is therefore assigned an Area
Sensitivity Rating of “A”.
4.3.3
The
location of the assessment point is shown in Figure 4.3b.
4.3.4
Due to
large separation distances (about 2 km) and the very substantial terrain
screening, Peng Chau would only be affected by the Theme Park and its
associated developments, but not the other elements of the Project.
Discovery Bay (N2)
4.3.5
Discovery
Bay is a large, but isolated, residential development on Lantau Island located
south-west of the Penny’s Bay site. It
is accessible only by ferry and is presently free from any other significant
noise sources. This NSR is also assigned an Area Sensitivity Rating of
“A”. Bearing in mind that a road tunnel
linking Discovery Bay and Siu Ho Wan is under construction, it is anticipated
that the future background noise at Discovery Bay would increase due to the
presence of more road vehicles in the area.
4.3.6
The
location of the assessment point is shown in Figure 4.3c.
4.3.7
Due to
large separation distances (about 2 km) and the very substantial terrain
screening to the west of Penny's Bay, Discovery Bay would only be affected by
the noise from the International Theme Park and its associated developments,
but not the other elements of the Project.
Luk Keng Tseun (N3)
4.3.8
Luk Keng
Tsuen is a small village on the north
shore of Lantau Island containing only 19 occupied residences. This NSR is located adjacent to an Eco Park
proposed under Draft RODP but is also separated by only about 400 m of water
from the existing Airport Railway and the North Lantau Highway. This village-type NSR is considered to be
“directly affected” by the noise from this expressway and therefore has been
assigned an Area Sensitivity Rating of “B”.
4.3.9
The
location of the assessment point is shown in Figure 4.3d.
Lantau North Country Park (N4)
4.3.10
The other
potentially noise-sensitive land use will be the Lantau North Country Park
lying at around 7 km to the southwest of the Penny’s Bay area.
4.3.11
The
location of the assessment point (N4-a) is shown in Figure 4.3e.
4.3.12
Owing to
large separation distances (for example around 7 km between the Lantau North
Country Park and the development area in this Project) and the substantial multi-layers of terrain
screening the potential noise source in this Project, it is envisaged that the
Lantau North Country Park is unlikely to be subjected to construction and
operational noise impact.
Tso Wan (N5)
4.3.13
Tso Wan
is a small village along the eastern
coastline of Lantau Island. The area is
currently undeveloped and generally rural in nature. The existing Tso Wan area
has no conventional road system and is free from any other significant noise
sources (i.e. no Influencing Factors).
This NSR is therefore assigned an Area Sensitivity Rating of “A”. Whereas in the future, the operation of
Route 10-NLYLH and the recreational development proposed at the eastern
reclamation area of Tsing Chau Tsai under this Project will substantially alter
the character of the area. With a
direct influence from the planned Route 10-NLYLH highway, the Area Sensitivity
Rating will be “B”.
4.3.14
The
location of the assessment point is shown in Figure 4.3f.
4.3.15
This NSR
will be assessed for construction noise impact only since operational noise
impact predominantly from the planned Route 10-NLYLH has already been assessed
in the Route 10 EIA Final Assessment Report
(herein after refer as Route 10 EIA Report).
However, for completeness, road traffic noise levels from the planned
Route 10 - NLYLH on Tso Wan has also been presented in this Report.
Planned Noise Sensitive Receivers
4.3.16
According
to the Draft RODP, the following three planned sensitive uses are identified
from the perspective of their potential exposure to construction and
operational noise from the proposed developments:
·
Proposed
Lantau North Country Park Extension Area (N4’);
·
Tso Wan
Village Expansion Area, (N6);
·
Planning
Area 4A to 4C in Siu Ho Wan for R2 uses (N7);
4.3.17
In
addition, the following three planned sensitive uses located in the vicinity of
the Siu Ho Wan proposed development will be built before the construction of
the Siu Ho Wan development commence and hence are included in the construction
noise impact assessment.
·
Planning
Area 38 in Tai Ho for R2 uses (N8);
·
Planning
Area 10 above Siu Ho Wan MTRC Depot for R2 uses (N9); and
·
Planning
Area 56 in Tai Ho East for school development (N10).
4.3.18
The
location of these planned NSRs (N4’, N6 - N10) is shown in Figure 4.3a and Figure 4.3e.
Proposed Country Park Extension Area
(N4’)
4.3.19
The
Proposed Country Park Extension Area, located to the west of Penny’s Bay, will
be a planned noise sensitive land use.
This land use, which is in its natural state and contains only a few
footpaths overlooking the Theme Park site from the hillside above the western
shore of Penny’s Bay. It is currently
exposed only to noise from natural sources, aircraft, ferries and, to a limited
degree, the existing shipyard and CLP power station at Penny’s Bay.
4.3.20
It should
be noted that Country Parks are not themselves considered to be NSRs under the
IND-TM and no specific noise limits are provided for Country Parks in the
EIAO-TM. For the purpose of describing
the potential project related noise environments over the Proposed Country Park
Extension Area, three evaluation sites (N4’-b, N4’-c and N4’-d) have been
selected. The location is indicated in Figure 4.3e.
Tso Wan Village Expansion Area (N6)
4.3.21
By the time
the Tso Wan Village Expansion area is occupied, it will be “directly affected”
by road traffic noise from the planned Route 10-NLYLH highway. The area will be assigned an Area
Sensitivity Rating of “B”.
Tai Ho/Siu Ho Wan Area (N7 - N10)
4.3.22
It is
understood that highrise residential developments are proposed in Tai Ho
Area. The planning areas in the Tai Ho
/ Siu Ho Wan area will be “directly affected” by road traffic from Road P1 and
North Lantau Highway. An Area
Sensitivity Rating of “C” is therefore assigned for the planned developments.
4.3.23
Representative
assessment points were identified for the above existing and planned NSRs and
they are shown in Table 4.3a below.
Table 4.3a -
The Location of Representative Assessment Points
Noise Sensitive
Receiver
|
Assessment Point
|
Location
|
Area Sensitivity
Rating
|
Ground Level mPD
|
Number of Storey
|
Sensitive Uses
|
Peng
Chau
|
N1-a
|
Sea
Crest Villa
|
A
|
6
|
3
|
Residential
|
Discovery
Bay
|
N2-a
|
Crestmont
Villa
|
A
|
15
|
2
|
Residential
|
Luk
Keng Tsuen
|
N3-a (construction)
N3-b to N3-d
(operation)
|
Village house at the
northeastern tip of Luk Keng Tsuen
Village house along
the southeast coastline of Luk Keng Tsuen headland
|
B
B
|
6
6
|
2
2
|
Residential
Residential
|
Lantau
North Country Park
|
N4-a
|
North
of Mui Wo
|
n/a
|
200
|
n/a
|
Country
Park
|
Proposed
Country Park Extension Area
|
N4’-b
|
South
of Yam O Interchange near Tin Shui Tau
|
n/a
|
120
|
n/a
|
Country
Park
|
|
N4’-c
|
West
of GTP
|
n/a
|
140
|
n/a
|
Country
Park
|
|
N4’-d
|
West
of Theme Park Phase I near Sze Pak
|
n/a
|
120
|
n/a
|
Country
Park
|
Tso
Wan
|
N5-a
(construction)
|
Village
house along the coast
|
A
|
6
|
2
|
Residential
|
Tso Wan Village
Expansion Area
|
N6-a to N6-c
(operation)
|
Village
houses to the west of the existing village
|
B
|
24-50
|
2
|
Residential
|
Planning
Area 4A to 4C in Siu Ho Wan
|
N7-1 and
N7-39
(operation)
N7-2 to N7-38
(operation)
N7-50 to
N7-56
(operation)
|
Lowrise buildings
along the coast
Highrise buildings
at the development
Schools at the
junction of Road P1 and Access Road to the development
|
C
C
C
|
6
6
6
|
9
25
7
|
Residential
Residential
Educational
|
Planning
Area 38 in Tai Ho
|
N8-a
(construction)
|
Nearest
building facing Siu Ho Wan Development
|
C
|
6
|
30
|
Residential
|
Planning
Area 10 above Siu Ho Wan MTRC Depot
|
N9-a
(construction)
|
Nearest
building facing Siu Ho Wan Development
|
C
|
6
|
26
|
Residential
|
Planning
Area 56 north of Siu Ho Wan MTRC Depot
|
N10-a
(construction)
|
School
|
C
|
6
|
7
|
Educational
|
4.3.24
The
location of assessment points of the planned NSRs are shown in Figures 4.3f and 4.3g.
4.3.25
Based on
the Draft RODP, uses proposed for other developments under the NLDFS will not
be noise-sensitive and hence are not regarded as NSRs in this assessment. These include:
·
The Tsing
Chau Tsai East reclamation area; and
·
The
Northshore developments, including the Theme Park Gateway, the Tourist and
Convention Village and the Technodrome.
Noise Sensitivity of the Theme Park
4.3.26
HKITP has
indicated that, based on the land uses associated with their other operational
theme parks, none of the types of potential noise sensitive receivers
identified in Annex 13 of the EIAO-TM
will be located within either phase of the Theme Park. Furthermore, it has been agreed with HKITP
that Theme Park visitors should not be considered to represent noise sensitive
receivers from the perspective of exposure to noise created by the Theme Park
operations, including fireworks, or internal site traffic.
4.3.27
No
operational noise (including fixed plant, road and rail traffic, helicopter and
aircraft) assessment has therefore been conducted for the Theme Park itself.
Existing Noise Environments at NSRs
Peng Chau (N1)
4.3.28
As was
shown in Section 4.2.3, the EIAO-TM
limits planning noise levels from fixed plant sources to either 5 dB(A) less
than the ANL or the pre-Project background noise level, whichever is
lower. It is therefore necessary to
establish typical pre-Project noise levels at key NSRs, particularly where
there is reason to expect they may be lower than the ANL - 5 dB(A).
4.3.29
Given the
isolated, village nature of Peng Chau, it was suspected that, during the
daytime and evening, pre-Project noise levels at Peng Chau would be less than
the appropriate ANL-5 dB(A) , i.e. 60 -
5 = 55 dB(A). Therefore, continuous
noise monitoring was carried out as part of this EIA Study over three periods
totalling 28 hours at the Sea Crest Villa near Tai Lei on the north-west shore
of Peng Chau facing Penny’s Bay. The
monitoring location is shown in Figure
4.3b
. This monitoring took place in
mid November to early December 1999, and for comprehensiveness, covered both
daytime and evening periods in weekday and weekend. A Bruel & Kjaer Type 2236 integrating sound level meter (Type
1 standard) was used. The meter was
calibrated before and after each noise monitoring period using a Bruel &
Kjaer Type 4231 acoustic calibrator.
4.3.30
Pre-Project
noise levels on the north-west shore of Peng Chau were controlled by natural sources
(wind and waves) and were found to be quite consistent during both the daytime
and evening. Over the Saturday evening
and Thursday daytime and evening monitoring periods, the average noise levels
obtained were respectively LAeq 49.9 and 49.0 dB(A). The detailed results of these noise
measurements are contained in Annex C1,
Table C1.1a-C1.1b herein. Being
slightly more than 5 dB(A) below the
daytime and evening planning ANL for this NSR (i.e. LAeq, 30min 60 dB) , these pre-Project noise
levels then establish a limit of approximately 50 dB(A) for noise received at
Peng Chau during the daytime and evening due to fixed plant sources at the
Theme Park and its associated developments.
4.3.31
Since
pre-Project noise levels at Peng Chau are controlled largely by natural sources
(wind and waves), it is expected that these levels would be quite consistent
from day to day. On the two monitoring
days, winds were quite light so that wave noise is not expected to have been
unusually high. Similarly, this noise
would not typically be expected to decrease significantly during the night-time
hours. It is therefore considered that
the fixed plant noise limit for Theme Park and associated developments between
2300 hours (the beginning of “night-time”) and 0200 hours (the planned closing of the Theme Park)
should be the appropriate ANL - 5
dB(A), that is 50 - 5 = 45 dB(A).
Discovery Bay (N2)
4.3.32
It has been
conservatively assumed that the background noise levels at waterfront
residential locations at Discovery Bay would be the same as measured at Peng
Chau. The Theme Park fixed plant noise
limits would then also be the same as for Peng Chau, namely LAeq,
30min 50 dB during the daytime
and evening and 45 dB during the night-time.
4.3.33
Given that
the nature of development in Discovery Bay is similar but slightly more
intensive to that in Peng Chau, it was predicted that the pre-Project noise
levels at Discovery Bay would be less than the appropriate ANL-5 dB(A), i.e. 55
dB(A). To ascertain this, continuous
noise monitoring was also carried out with the same monitoring
specifications and procedures adopted
in the Peng Chau monitoring. The
monitoring location is shown in Figure
4.3c
. This monitoring took place in
December 1999 and January 2000, again covering both daytime and evening periods
in weekday and weekend.
4.3.34
Pre-Project
noise levels at Discovery Bay were found to be quite consistent during both the
daytime and evening. The average noise
levels obtained for the daytime and evening monitoring periods were around 53
dB(A) and 52 dB(A) respectively. It
could be seen that the ambient noise levels at Discovery Bay are generally 2 or
3 dB higher than those of Peng Chau.
The higher population density, and thereby more community activities, at
Discovery Bay is the likely contributing element to this difference. The detailed results of these noise
measurements are contained in Annex C1,
Table C1.2a-C1.2b.
4.3.35
Being
approximately 3 dB(A) below the daytime
and evening planning ANL for this NSR (ie.LAeq, 30min 60-5 dB),
these pre-Project noise levels then establish a limit of approximately 52 dB(A)
for noise received at Discovery Bay during the daytime and evening due to fixed
plant sources at the Theme Park. It is
therefore considered that the limit for Theme Park fixed plant noise levels
between 2300 hours and 0200 hours should be the appropriate ANL - 5 dB(A), that
is 50 - 5 = 45 dB(A).
4.3.36
As pointed
out in Section 4.3.1, it is anticipated that the future background noise at
Discovery Bay would increase due to the presence of more vehicles in the area
following the opening of the road tunnel linking Discovery Bay with Siu Ho Wan.
Luk Keng Tseun (N3)
4.3.37
Due to the
proximity of this village to two major noise sources represented by the North
Lantau Highway, MTRC Tung Chung Line and Airport Express Line, it is considered
that the planning noise limit for fixed noise sources associated with the
Project development will, as required by the EIAO-TM, be established by the
appropriate ANL - 5 dB(A). Given that
this NSR has been assigned an Area Sensitivity Rating of “B” with the proposed
major developments along the northern shoreline of Lantau, the appropriate
limits are LAeq,30min 60 dB
during the daytime and evening and 50 dB during the night-time.
4.3.38
Given the
current rural nature of the area, an Area Sensitivity Rating of “B” has been
assigned for construction noise assessment purposes.
4.3.39
Pre-Project
noise levels at the village house closest to North Lantau Highway was found to
be of LAeq 30 min 62 dB measured in November1999 for the Theme Park
EIA.
Lantau North Country Park (N4)
4.3.40
This land
use is in essentially its natural state and contains only a few footpaths. It is currently exposed only to the noise
from natural sources and aircraft.
4.3.41
No noise
monitoring was done at the Country Park.
However, since neither the EIAO-TM nor the other technical memoranda on
noise specify noise limits for Country Parks, the establishment of pre-Project
background noise levels was not considered necessary at this location. However, it is expected that the pre-Project
noise levels over this undeveloped land will be similar to, or somewhat lower
than, those measured on the north-west shore of Peng Chau.
Tso Wan (N5)
4.3.42
Due to its
rural nature, it has been conservatively assumed that the background noise
level at Tso Wan would be similar to what has been measured at Peng Chau, ie.
around 50 dB(A). Similar to Peng Chau,
this background noise level is more than 5 dB(A) below the daytime and evening
planning ANL for this NSR (i.e. LAeq, 30 min 60-5 dB). Therefore, this pre-Project noise levels
then establish a limit of approximately 50 dB(A) for the noise received at Tso
Wan during the daytime and evening due to fixed plant sources at the proposed
development area. The noise limit
during night-time would be ANL - 5 dB(A), that is 50 - 5 = 45 dB(A).
Construction Noise
Construction During Unrestricted Hours
4.4.1
The
assessment of the potential noise impacts due to development proposed in the
Draft RODP and the CKWLR construction works to be carried out during
unrestricted hours (0700 to 1900 hours Monday to Saturday) has been undertaken
in accordance with the GW-TM and Annex 13
of the EIAO-TM. The general methodology
is as follows:
·
locate all
representative NSRs that may be affected by construction noise from each major
construction site/zone;
·
determine
plant team (groups of active PME) that will be required for each major
construction activity based on the proposed plant inventories;
·
assign a
sound power level (SWL) to each PME based on the GW-TM or other appropriate
sources;
·
locate the
“notional source position” of each major construction site;
·
calculate
distance correction factors based on the distance between the notional noise
source position of each work site and each NSR;
·
apply
corrections as appropriate for such factors as noise screening (shielding) and
reflection, and
·
calculate
construction noise levels at NSRs in the absence of any mitigation measures.
4.4.2
For
construction sites of large sizes, the notional source position has been taken
to be a point 50 m from that point on the site boundary measured along the line
between the approximate geographical centre of the site and the point on the
site boundary nearest to the NSR.
4.4.3
Based on
the proposed construction programme (schedule) and PME teams (Annex
A and Annex C2, Table C2.1) for
each major construction activity, spreadsheets have been developed to
facilitate the calculation of construction noise levels at the NSRs. Moreover, in view of the large distances
between the construction sites and some of the NSRs, the effect of atmospheric
absorption has been included in the calculation. Using these spreadsheets, both the individual and cumulative
construction noise levels from individual and all concurrent construction
activities which are considered to be significant at a given NSR have been
calculated.
4.4.4
Where the
line of sight between a specific construction zone and a specific NSR will be
consistently and substantially interrupted by natural terrain features,
construction noise created within that zone has not been included in the
calculation of overall construction noise levels at that NSR. These overall noise levels would tend to be
controlled by other major construction activities, which do not benefit from
terrain shielding and are to proceed concurrently with the shielded activity.
4.4.5
The
spreadsheets summarising the plant teams and schedules for each major
construction activity related to the NLDFS Development including the CKWLR are
presented in Annex C2, Table C2.1. The predicted noise levels due to individual
construction activity and the resulting cumulative construction noise levels at
each NSR are presented in Annex C3a,
Tables C3a.1-C3a.7. As CKWLR is
classified as a Schedule 2 Designated Project itself under the EIAO, the
predicted noise levels solely from the construction of CKWLR is presented as a
separate row under the spreadsheets as presented in Annex C3a, Tables C3a.1-C3a.7
4.4.6
Potential
construction noise impacts during unrestricted hours have been quantified by
comparing the predicted noise levels with the EIAO-TM daytime construction
noise limits as given in Section 4.2.1.
4.4.7
Where
projected construction noise levels at a NSR exceed the EIAO-TM limit,
mitigation measures are to be considered.
These measures may include the use of quiet plant, the erection of
purpose-built noise barriers (where appropriate) and the limitation of the use
of particularly noisy plant in a particular location or within a particularly
busy construction period.
Construction During Restricted Hours
4.4.8
With the
proposed construction programme, construction activities will generally be
carried out on a 16-hour day (i.e. 0700 - 2300 hours) and 24 working days per
month basis. Night-time construction
activities will be carried out for the reclamation works at the Penny’s Bay
site for the Theme Park Phase I development.
The dredging plant which will be operating on a 24-hour day and 7 days
per week basis includes the Trailer Suction (TS) dredger, Cutter Suction (CS)
dredger and grab dredger. In view of
the location of the construction site, only Peng Chau (N1) and Discovery Bay
(N2) will be affected by the night-time activities and therefore included in
this assessment while other NSRs are either located at a remote distance or
benefited from terrain shielding.
4.4.9
As
indicated in Section 4.2.1, for any
construction works planned during the restricted hours, it will be the
responsibility of the Contractor to ensure compliance with the NCO and the
relevant technical memoranda. In such
cases, the Contractor will be required to submit CNP applications to the Noise
Control Authority and abide by any conditions stated in the CNP, should one be
issued. Therefore
the potential noise impacts of construction works proposed within restricted
hours are not formally assessed within this EIA. However, in order to facilitate the efforts
of the Project proponent to avoid and/or mitigate any potentially adverse
project noise impacts, noise levels from construction activities planned for
restricted hours have been predicted at the NSRs. The PME proposed to be operated during the restricted hours and
the predicted noise impact are shown in Annex
C3a, Tables C3a.1-C3a.7 (evening time from 1900 to 2300 hours and general
holidays from 0700 to 2300 hours) and Annex
C4, Tables C4.1-C4.2 (night-time from 2300 to 0700 hours) respectively.
4.4.10
Generally,
construction works during restricted hours are not recommended. This is to avoid annoyance to residents
during these hours. However, in view of
the time constraints for the completion of certain construction activities, the
undertaking of certain construction activities during restricted hours is
likely to be required.
4.4.11
It should
be noted that, as pointed out previously, despite any description or assessment
made in this Report on construction noise aspects, there is no guarantee that a
CNP will be issued for the project construction. The Noise Control Authority will consider a well-justified CNP
application, once filed, for construction works within restricted hours as
guided by the relevant TM issued under the NCO. The Noise Control Authority will take into account of the then
prevailing conditions/situations of adjoining land uses and any previous
complaints against construction activities at the site before making his
decision in granting a CNP.
4.4.12
As
addressed in Section 4.2.1, both the
GW-TM and the EIAO-TM have not provided any construction noise limits for
Country Parks and therefore in this EIA, construction noise levels at the
existing Lantau North Country Park and the Proposed Country Park Extension Area
have been estimated in relative terms and addressed qualitatively.
Railway Noise
Airport Express Line and Tung Chung Line
4.4.13
Operational
trains of Airport Express Line (AEL) and Tung Chung Line (TCL) are potential
sources of noise within the context of Northshore Lantau areas. In view of the Draft RODP, potential noise
sensitive uses likely to be affected by AEL and TCL include Luk Keng Tsuen and
Planning Areas 4A to 4C in Siu Ho Wan.
4.4.14
With
reference to the Lantau and Airport
Railway Environmental Impact Study , the preferred service pattern of AEL
would be a maximum of twelve return services per hour by year 2012. The train service of TCL would vary between
the peak hour periods and off-peak time periods. Timetable of AEL and TCL train services are detailed in Table 4.4a below.
Table 4.4a -
Lantau and Airport Railway Service Patterns - Year 2012
Time Period
|
Time Headway (minutes)
|
Trains Each Way Per Hour
|
|
TCL
|
AEL
|
TCL
|
AEL
|
0600
- 0700
|
5
|
5
|
12
|
12
|
0700
-1000
|
2.3
|
5
|
26
|
12
|
1000
- 1630
|
5
|
5
|
12
|
12
|
1630
- 2000
|
2.3
|
5
|
26
|
12
|
2000
- 0100
|
8
|
8
|
7.5
|
7.5
|
4.4.15
The present
train length of TCL train is approximately 161 m (7 car); and for AEL is 161 m
(7 car). In the future, the train
length of TCL train will be increased to 185 m (8 car); and 232 m for AEL (10
car). The maximum operating speed of
the AEL trains and TCL trains is 135 kph.
A maximum A-weighted reference noise level (LAmax) of the
Electric Multiple Unit (EMU) trains of 86 dB(A) running at 135 kph on ballasted
track supporting continuously welded rail measured at a distance of 25 m was
used in the assessment.
Penny’s Bay Rail Link
4.4.16
Reference
has been made to the Penny’s Bay Rail
Link Environmental Impact Assessment (PBRL EIA) as part of the Theme Park EIA Final
Report, and relevant information is duplicated below for ease of
reference. Operational trains running
on PBRL would be potentially affecting the nearby noise sensitive uses. Luk Keng Tsuen is the nearest NSR to this
rail link and the noise level as well as the cumulative noise level have been
predicted at this NSR in PBRL EIAStudy.
4.4.17
The maximum
train service of PBRL would be fifteen return services per hour between Yam O
and Penny's Bay. Two EMU trains will
operate simultaneously utilising a passing loop in Penny's Bay. Although 4-car trains will be operated
during the initial operation, longer term capacity may require the employment
of 8-car trains and this has been adopted as a worst case in PBRL EIA Study. The train length will be 184 m (8 car) and
the maximum operating speed will be 80 kph.
The maximum A-weighted noise level (LAmax) of the rolling
stock will be maintained within a reference noise level at 25 m of 89 dB(A) at
130 kph on ballasted track supporting continuously welded rail.
Assessment Methodology
4.4.18
The
acoustic modelling of rolling noise from the operational trains has been
undertaken using ERM's in-house software, ERM Rail Noise Model (ERMRNM).
This software employs the methodology described by the Noise Advisory
Council's A Guide To The Measurement and
Prediction of the Equivalent Noise Level (Leq). This modelling software as well as the prediction methodology
have been adopted in the PBRL EIA Study.
Below is an example to illustrate the prediction of LAeq,30min
noise levels based on a reference LAmax source term for the rolling
stock:
·
localised variation in LAmax noise
due to train speed:
Dv
= 30×Log10
(v1/v2) dB;
·
integration of theoretical time history for
train rolling noise with dipole directivity
: SEL (sound exposure level) = LAmax + 10×Log10(l/v) + 10.5 - 10×Log10((4D/4D2 + 1) + 2
tan-1(1/2D)) dB, where:
l = train length (m)
v = train speed (kph)
d = distance from track
(m)
D = d/l
·
30-minute equivalent continuous energy level (LAeq)
= SEL + 10×Log10
(ni/1800) dB, where :
ni= number of trains with identical noise characteristics
correction
for distance:
Dd = 10 x Log10(25/d)
dB, where
d = distance between
source and NSR in m
4.4.19
Additional
relevant procedures are incorporated for the following:
·
user definable source term in third octaves;
·
a 2.5 dB(A) reflection correction at the facade
of the receiver;
·
calculation of atmospheric absorption of noise
for NSRs located over 300 m away from the alignment;
·
barrier shielding calculation in third octaves
based on the methodology developed by Maekawa as follows:
DLabsorptive
barrier = 7 dB + 20 log[(2pN)½/(tanh(2pN)½)]
dB - PL(N)
where
PL is the difference in barrier attenuation between an infinite line source and
a point source as a function of the maximum Fresnel Number, N.
N = 2 (P.L.D.)/ l
where
P.L.D. is the Path Length Difference between the direct and diffracted sound
paths; and l
is the wavelength of sound.
4.4.20
Topographical
features between the railway and the NSRs have been included in the
modelling.
Fixed Plant Noise
General
4.4.21
A variety
of fixed plant noise sources will be associated with this Project including the
operation of the Theme Park (Phase I and II), Theme Park (Phase III) Extension,
fireworks displays, the recreational development at Tsing Chau Tsai East, the
sewage pumping station at Penny’s Bay, Water and Sewage Treatment Works and
North Lantau Transfer Station near Siu Ho Wan, vehicle parking areas, the
proposed PTIs at Yam O and Penny’s Bay and CLP GTP at Penny’s Bay. For some of these facilities, empirical
at-source noise level data are available, either from previous studies of
similar installations in Hong Kong or from outside information sources. In predicting the noise levels that will
result at the various NSRs due to fixed plant sources, conservative approaches
have generally been taken so as to compensate for any uncertainty which may
exist regarding the source noise levels created by these facilities.
4.4.22
In
estimating the noise levels to be created at the NSRs due to the various fixed
plant sources, the procedures described in the IND-TM were followed, augmented,
where required, with basic acoustical principles. Since the procedures followed in evaluating the noise from each
fixed source tended to be somewhat unique, they are described in turn below:
The Theme Park
4.4.23
The major
fixed source of noise associated with the proposed developments in the Draft
RODP is expected to be the Theme Park.
As shown in Figure 4.1a, the
Theme Park will consist of a western section (Phase I), an eastern section (Phase II) and a farther
eastern section (Phase III Extension).
The Phase I and Phase II Theme Park sections are separated by a central
Retail, Dining and Entertainment (RD&E) corridor and linked by “Main
Street”. For worst-case noise impact assessment, full operation of the Theme
Park have been taken into account.
4.4.24
While HKITP
has supplied the general arrangement of the attractions to be located within
the Phase I Theme Park (i.e. Toontown, Fantasyland, Tomorrowland etc, described
in Section 2.7.4) and has indicated
that additional similar, but as yet unspecified, attractions will be located in
Phase II, noise source data for these individual Theme Park zones are not
available. It is therefore necessary,
on balance preferable, to base the noise emissions of the future Theme Park on
the overall noise emissions measured at another major international theme
park. Towards this end, HKITP has
provided average noise levels (LAeq’s) measured over 30 minute
periods at three unshielded locations around the perimeter of the Anaheim,
California Disneyland. These
measurements, the details of which are included in Annex C5, revealed that average perimeter noise levels ranged from
LAeq, 30min 67 to 69 dB.
4.4.25
The Anaheim
Disneyland measurement which yielded the highest average noise levels was made
approximately 100 m from the “Fantasmic” show site while the show was in
progress. This is a relatively new show
that features loud music and special audio and visual effects. However, given the continuing trend towards
higher levels of amplified music and special effects at both motion picture
theatres and amusements parks, the potential exists for a new Theme Park to be
somewhat noisier than the Anaheim facility.
To reflect this potential, the reference noise source level for the Hong
Kong Theme Park has been taken to be LAeq, 30min 75 dB at the Theme
Park perimeter (i.e. this is the highest average noise level expected to be
measured at any unshielded position along the top of the 9 m high perimeter earth berm).
4.4.26
EIA support
information received from HKITP has indicated that the two Theme Park phases
are intended to operate until midnight while the RD&E area is planned to be
open until 0200 hours. It can be
assumed that Theme Park noise emissions are essentially constant throughout its
hours of operation apart from the fireworks shows. Therefore, for planning
purposes, Theme Park noise impacts must be evaluated against the night-time
noise limit specified in the EIAO-TM, namely 5 dB(A) less than the night-time
ANL, or Leq,30min 45 dB(A)
for residential NSRs such as Peng Chau and Discovery Bay.
4.4.27
In order to
assess the noise levels to be created at NSRs by operations within the Theme
Park boundaries, the two major park areas (Phases I and II) were considered to
be represented by circular zones, each 700 m in diameter. Theme Park noise sources were assumed to be
uniformly distribured throughout these circular zones such that a noise level
of LAeq 75 dB was generated at all positions on the park
perimeter. Given the large size of
these noise source zones, an assumption that all of the sound energy was
emitted from a single point at their centres would have significantly
overestimated the Sound Power Level (SWL) emitted by the Theme Park. On the other hand, assuming that the
“notional centre” of each Theme Park noise source zone was located 50 m inside
its perimeter boundary (as done for construction noise in the GW-TM), would
have significantly underestimated the total SWL in this situation. Therefore, to more realistically represent
these large distributed source zones, each 700 m diameter circle was
sub-divided into nine parts of equal area and assumed equal sound power.
4.4.28
It was then
possible to calculate the total Theme Park SWL that would be required to
produce Leq 75 dB(A) at any point on the perimeter of the 700 m diameter source zone. Applying this same SWL to each of Theme Park
Phases I and II, the combined Theme Park sound level at the NSRs were
calculated in the standard manner (see Annex
C6). For the distant Peng Chau and
Discovery Bay NSRs, the equivalent acoustic centres of the two Theme Park
source zones are very close to their geometric centres. The computation was done in accordance with International Standard ISO 9613-2: 1996(E),
Acoustics - Attenuation of Sound During Propagation Outdoors, Part 2.
4.4.29
Because of
the large source-to-receiver distances involved (up to 3.2 km), the attenuation
of Theme Park operational noise with distance from the acoustic centres of the
two source zones was calculated taking into account both geometric spreading
and atmospheric absorption. The
atmospheric absorption rate was based on the International Standard ISO 9613-1:
1993(E), Acoustics - Attenuation of Sound During Propagation Outdoors, Part 1. Average atmospheric conditions of 20° C and 70% relative humidity were assumed
in selecting atmospheric absorption rates.
This resulted in overall atmospheric absorption effects of 8 to 9 dB(A)
over distances of 2.5 to 3.2 km.
4.4.30
As shown in
Figure 4.1a, the two phases of the
Theme Park will be almost entirely surrounded by 9 m high earth berms. These berms are intended to visually screen
Theme Park visitors from the outside world but will also act to shield the outside
world from Theme Park noise. In
addition, there will be a number of hotels constructed along the waterfront to
the south of the Theme Park, thereby augmenting the screening effects of the
earth berms to some degree. Since
neither the heights and locations of the dominant Theme Park noise sources nor
of the hotels are known, it is then not possible to accurately assess the net
noise shielding effect of the earth
berms and hotels. While it may
be concluded that this effect would be very substantial (up to 15 dB) for
source and receiver positions near the ground and close to a berm, over the large
distances to NSRs at Peng Chau and Discovery Bay, turbulence and other
atmospheric effects may be expected to limit the average noise reduction
provided by any practical noise barrier to about 8 to 10 dB(A). This typical screening effect was therefore
applied at Peng Chau and Discovery Bay.
4.4.31
The
detailed characteristics of the many noise sources that will be associated with
normal Theme Park operations and contribute to the overall character of Theme
Park noise are not known. However,
based on observation at similar parks and on professional judgement, it is
considered that the overall noise output of such a facility should not be
characterised as being tonal, impulsive nor intermittent as defined in the
IND-TM. Therefore, no corrections for
these undesirable noise characteristics have been applied.
4.4.32
As for the
possible Phase III Extension, it is recognised that there are not even
preliminary plans associated with this concept. It has therefore been assumed that Phase III Extension would have
a Leq level of 75 dB(A) at the perimeter but would not open beyond
2300 hours. Thus night-time assessment
is not required.
Fireworks Displays
4.4.33
As
discussed in Section 4.2.4, in the
absence of any specific limit for fireworks noise within the various Hong Kong
noise regulations, a limit of LAeq,15min 55 dB has been adopted for the evening fireworks displays to be
staged at the Theme Park. Information
provided by HKITP indicates that, because fireworks must be restricted to
mid-level displays (100 m maximum height), a single display would not likely be
visible from Phase I and Phase II of the Theme Park. It is therefore considered that it will ultimately be necessary
to employ two fireworks launching sites, one at the western end of Phase I and
one at the eastern end of Phase II. The
shows at these two sites would be staged separately likely one starting at 2100
and one at 2130 hours.
4.4.34
While the
fireworks displays to be presented at the Theme Park have not yet been
developed in any detail, source noise data for such displays has been obtained
based on measurements conducted by HKITP, the EPD and the EIA Study Team in
November, 1999 during a specially-staged demonstration of the range of
fireworks types that could be considered for use in Hong Kong. On this occasion, the maximum noise levels
related to individual fireworks items and event noise level created by each
type of fireworks were measured at distances of 500 and 800 m from the launch
site. The noise output of a combination
of fireworks elements that might reasonably be expected to be used are
computed. The individual noise
contributions of these elements have been combined and their average sound
energy level computed over the estimated 5 minute duration of the show (see Annex C7).
Recreational development at Tsing Chau
Tsai East
4.4.35
Potential
noise impact from the recreational activities at Tsing Chau Tsai East
reclamation area on nearby NSRs, namely existing Tso Wan and Tso Wan Village
Expansion Area are evaluated and addressed in Section 4.5.3.
Penny’s Bay Gas Turbine Plant (GTP)
4.4.36
CLP’s GTP
at Penny’s Bay has been in intermittent operation for several years and as such
is not a component of the Project.
However, the noise produced by its operation will add, to some degree,
to the noise levels created at NSRs by the various Project fixed plant noise
sources. As the power station is only
in intermittent operation, regular noise monitoring data are not available.
4.4.37
The EIA of
Gas Turbine Plant at Penny’s Bay (1990)
has recommended noise control measures for achieving 75 dB(A) emission at the
site boundary which have been followed by the power company. This reference noise level has thus been
used for our assessment of the potential noise impact from the GTP on those
NSRs at which power plant noise might reasonably be expected to be
audible. These projections have been
based only on the spherical spreading of sound waves with distance and on
facade or hillside reflection as appropriate.
Utility Yard (Sewage Pumping Station)
4.4.38
The major
noise source within the Utility Yard to be constructed to the west of the
vehicle parking area will be the sewage pumping station, as shown in Figure 4.1a. Sewage pumping stations are not uncommonly located within or near
residential areas. Such situations
would then see NSRs located within short distances of the pumping station. Although the capacity of the proposed sewage
pumping station will not constitute a Schedule 2 Designated Project under the
EIAO-TM, its operation will have to meet the night-time planning noise limits
of from 45 to 55 dB(A) at the nearest NSR.
These levels can generally be met by enclosing the pumping facilities in
a building and applying appropriate silencers to the intake and exhaust air
openings.
Fixed Plant near Siu Ho Wan
4.4.39
Potential
noise impacts from the existing Water and Sewage Treatment Works near Siu Ho
Wan on nearby NSRs, (i.e. the proposed
residential development at Siu Ho Wan) have been assessed and the results are
presented in Section 4.5.3.
4.4.40
As the
North Lantau Transfer Station near Siu Ho Wan is a potential noise source,
impacts from its operation on NSRs have been assessed and the results are
presented in Section 4.5.3.
Fixed Plant of Penny’s Bay Rail Link
4.4.41
Sources of
fixed plant noise associated with the PBRL has been presented in the PBRL EIA
Report. These include noise from the
transformers and substations for power supply to the railway, ventilation
building proposed at the northern and southern tunnel portals, and the noise
from train washing facilities located close to the Penny's Bay Rail
Station. While, details of the
assessment are presented in the PBRL EIA Report, results are presented in Section 4.5.3.
Public Transport Interchanges (PTIs)
4.4.42
Because of
the large setback distances that will exist between the Penny’s Bay PTI and the
nearest NSRs at Peng Chau and Discovery Bay, and also between the Yam O PTI and
NSRs at Luk Keng Tsuen, no significant noise impact was anticipated from these
noise sources. However, the noise
levels to be expected at these NSRs were predicted using basic acoustical
principles and based on the SWL measured recently at some of Hong Kong’s larger
PTIs (e.g. Kwun Tong and Shing Tak Centre).
Sample calculation on the projected noise impacts from the PTIs is
provided in Annex C9.
Potential Fixed Plant Noise from Proposed
Ventilation Building
4.4.43
Ventilation
buildings have been proposed at the Yam Tsai Tunnel for air quality
purpose. As such, noise impact from the
ventilation shaft on the closest NSR, namely Luk Keng Tsuen has been assessed.
Cumulative Noise Impact from all Fixed
Plant Sources
4.4.44
While noise
assessment of each fixed plant source on NSRs, where appropriate, has been
evaluated, cumulative noise impact from all fixed plant sources are also
assessed.
Road Traffic Noise
Calculation of
Road Traffic Noise Levels
4.4.45
As
specified in the Study Brief, the road
traffic noise calculations carried out
in this Project follow the methodology described in Calculation of Road
Traffic Noise (CRTN), published by the UK Department of Transport in 1988. The computer software used to implement this
methodology was HFANoise, as developed by Halcrow Fox utilising a “links and
nodes” representation of the road network and noise receiving environment.
4.4.46
The
modelling scheme for the determination of traffic noise levels is based upon a
digitised representation of the existing and proposed roads within the spatial
scope of the Project. Each of the road
networks are divided into discrete road segments having homogeneous traffic
conditions and road layout characterisation.
For each such segment, the key characteristics of a road link with
respect to its traffic noise emissions are defined; namely its traffic volume,
composition, average vehicle speed, laning and horizontal and vertical
alignment. Road surfaces were taken to
be of pervious material in all roads assessed in this Project. Maximum road capacity were used in the
modelling of future road traffic noise levels.
The traffic flow, speed and percentage of heavy vehicles for each road
link are shown in Figure 2.9b.
4.4.47
All roads
that would be subject to significant variation and those which remain unaltered
or subject to minor changes were classified in the HFANoise model as “new “ and “unaltered” respectively with
reference to the Study Brief. This has
enabled the model to calculate noise levels classified by road link description
according to the Study Brief and the Executive Council Directive. The roads classified as “new” in this Study
are Road P1, Road P2, CKWLR, Route 10,
the Resort Roads and all the associated slip roads. North Lantau Highway was classified as “unaltered” road.
4.4.48
In
assessing the attenuation of traffic noise with distance from the roadways, a
worst-case, hard ground attenuation rate was assumed throughout the Study
Area. While this assumption may be
conservative in some local areas where sound may travel over natural ground, in
most situations the sound paths between roadways and NSRs lie over water
and/or, due to the steep terrain, well above the ground. In these cases a hard ground assumption is
appropriate. All natural or man-made
features that could potentially provide noise screening or reflection have been
accounted for in the HFANoise
models.
4.4.49
All road
traffic noise levels presented in this Report are expressed in L10,peak
hour dB(A) and have been predicted at both representative and worst-case
receiving levels (elevations) at the identified assessment points.
4.4.50
Future
traffic noise levels predicted at representative floor heights (low, medium and
high levels for highrise buildings) of each assessment point were compared with
the relevant EIAO-TM criteria, as listed in Section
4.2.4. All criteria exceedances are
considered to constitute a noise impact and therefore the use of direct
mitigation measures has been investigated.
In case where direct noise mitigation measures were found to be either
ineffective or unfeasible, indirect technical remedies (ITR) have been
considered.
4.4.51
The
predicted noise levels at each assessment points are presented in Table C8.1 in Annex C8. A sample output
of HFANoise model is provided in Annex C9.
4.4.52
Road
traffic noise assessment in this Project has not included the existing Tso Wan
village houses (N5) and the planning residential developments in Tai Ho (N8 to
N10). Traffic noise impact on N5 has
been assessed in the R10-NLYLH EIA and the results have been summarised in this
report. N8 to N10 are outside the
Project boundary and hence their road traffic noise impact will not be assessed
in this Study.
Helicopter and Aircraft Noise
Helicopter Noise
4.4.53
The
Government Flying Service’s helicopter fleet currently includes Sikorsky S76s
and S70s. The EIA Study Team has been
provided with noise level data for these helicopters as originally supplied by
the manufacturer. While the helicopter
fleet is soon to be replaced, the new models are expected to be quieter that
the current ones. Maximum flyover noise
levels, at an elevation of 500 ft (152 m) above ground, were formally provided
for the S76 only. These varied
marginally from 83 dB(A) at locations directly beneath the helicopter flight
path to 81.5 to 82
dB(A) at sideline locations (152 m to left and right of the flight
path). Flyover noise levels from the
S70s were reported to be 2 to 3 dB(A)
higher than from the S76s. In
line with the approach and parameters of the Heliport Noise Model (HNM)
published by the United States Federal Aviation Administration (FAA) while
predicting maximum helicopter noise levels at the proposed residential site at
Siu Ho Wan and the village expansion area at Tso Wan, worst case levels of 86
dB(A) directly beneath the flight path, and 85 dB(A) at 152 m to the side of
the flight path (total distance of 215 m from helicopter to ground receiver
position) have been adopted.
4.4.54
In
extrapolating these maximum helicopter reference noise levels to any noise
sensitive locations (e.g. the proposed residential site at Siu Ho Wan and the
village expansion area at Tso Wan), only the geometric (spherical) spreading of
the sound waves has been assumed. That
is, atmospheric absorption has been conservatively neglected. Sample
calculation for the predicted helicopter noise level are provided in Annex C9.
Aircraft Noise
4.4.55
Fixed-wing
aircraft noise exposures in the vicinity of the Hong Kong International Airport
are provided by the Civil Aviation Department (CAD) in the form of Noise Exposure Forecast (NEF) contours. The CAD’s most recent NEF projections are
for the year 2030. Assessing the
compliance of aircraft noise at noise-sensitive land uses proposed under the
Project with the EIAO-TM planning criteria shown in Table 4.2f is then a matter of simply overlaying the projected NEF
contours onto a plan of the Study Area to determine whether the noise-sensitive
land uses fall inside or outside the NEF 25 contour.
4.4.56
The typical
maximum noise levels created at noise sensitive locations by normal aircraft
operations will be estimated based on known measured Lmax values at
selected locations and extrapolated accordingly.
Construction Phase
Potential Impacts from Project
Construction Noise
4.5.1
The
potential source of noise during construction phase is the use of PME on
site/at shoreline for each activity during different periods of time.
4.5.2
Broadly
speaking, construction works involved in the Project are to be carried out at a
few major works areas and these include:
·
the Siu Ho Wan reclamation area for the
residential and educational institutions developments;
·
the Northshore reclamation area for the
developments of the Theme Park Gateway, the Tourist & Convention Village and
the Technodrome;
·
the Eastern reclamation area at Tsing Chau Tsai
for proposed recreational development;
·
the Penny’s Bay reclamation area for the Theme
Park (Phase I and II) and its associated developments, including the water
recreational centre and the lake;
·
the Theme Park Phase III Extension Area;
·
the area for the construction of transport
infrastructure within the Study Area including CKWLR, Road P1, Road P2 and
other access roads; and
·
the area for the construction of the PBRL.
4.5.3
Construction
works have been divided into three phases and each phase comprises of
construction activities mainly related to the following:
·
reclamation and excavation;
·
transport infrastructure;
·
services infrastructure;
·
GIC sites development;
·
Theme Park (Phase I and II) development;
·
Theme Park Phase III Extension development; and
·
residential/educational/tourism/recreational
developments.
4.5.4
While the
CKWLR, proposed Road P1, the PBRL and the Theme Park (Phase I and II) and its
associated developments are all under separate EIA studies, concurrent
activities for the construction of the above are also accounted for to assess
the cumulative construction noise impacts.
As the EIA study for the proposed CKWLR is to be covered in this EIA
Report, the potential noise impact associated with the construction of the
CKWLR is addressed separately in Section
4.7.
4.5.5
As
addressed in Section 4.4.1, it is
assumed that construction activities of the Project, in general, will be
carried out on a 16-hour day (i.e. 0700-2300) and 24 working days per month
basis. There will be an exception to
some of the dredging plant used during the reclamation stage for Theme Park
Phase I development, namely TS dredger, CS dredger and grab dredger, whereby
they will be operating on a 24-hour day and 7 days per week basis. Hence assessment of construction noise
impacts at each NSR has been conducted to compare the results against the
corresponding criteria under the different time periods.
Construction Works during Daytime and
Evening Period (0700-2300)
4.5.6
The unmitigated
noise levels at each NSR for each construction activity and the cumulative
noise levels have been predicted. The
results are given in Annex C3a, Tables
C3a.1 - C3a.7. The predicted noise
levels solely from the construction of the CKWLR and the overall cumulative
noise levels have been presented in separate rows in the calculation
spreadsheets. Figures 4.3b to 4.3h show the
location of noise assessment points during the construction phase. The assessment points have been chosen to
represent the worst affected NSR. The
range of noise levels predicted at each NSR is presented in Table 4.5a below.
Table
4.5a Unmitigated Predicted
Construction Noise Levels
NSR
|
Range of PNL1,
dB(A)2
|
Criteria
|
Critical activity causing exceedance3
|
|
|
Daytime
|
Evening
|
|
N1-a (Peng Chau)
|
27-63
|
75
|
60
|
Reclamation and excavation works for Theme Park
Development Phase I (A) + Theme Park Development Phase I (E)
|
N2-a (Discovery Bay)
|
32-64
|
75
|
60
|
Reclamation and excavation works for Theme Park
Development Phase I (A) + Theme Park Development Phase I (E)
|
N3-a (Luk Keng
Tsuen)
|
47-79
|
75
|
65
|
Reclamation and excavation works for Northshore (F) +
Northshore Development (L) + Transport infrastructures for Northshore
Reclamation (G) + services
infrastructures (H)
|
N5-a (Tso Wan)
|
56-79
|
75
|
60
|
Reclamation and excavation works for Fa Peng (F) +
Transport infrastructures for Eastern Reclamation (G)
|
N8-a (Planning Area
38)
|
55-71
|
75
|
70
|
Reclamation and excavation works for Siu Ho Wan (F)
causing exceedance during evening
|
N9-a (Planning Area
10)
|
68-82
|
75
|
70
|
Reclamation and excavation works for Siu Ho Wan (F) + Siu
Ho Wan Housing Development (K) + construction of transport and services
infrastructure (G+H)
|
N10-a (Planning Area
56)
|
60-75
|
70 during normal period/65 during examinations
|
N/A
|
Reclamation and excavation works for Siu Ho Wan (F) +
Housing Foundations for Siu Ho Wan Development (K)
|
Note:
1.
PNL stands for Predicted Noise Level.
2.
The range of noise levels presented are the
overall cumulative noise levels.
3.
Activity reference as shown in Annex C3a.
4.
TCT stands for Tsing Chau Tsai.
|
Peng Chau (N1)
4.5.7
As shown in
Table 4.5a, no noise exceedance
during daytime has been predicted at Peng Chau (N1). However, exceedances in the range of 1-3 dB(A) have been
predicted for evening time (i.e. 1900-2300).
The critical construction stage identified to be causing the noise
exceedances was related to the Theme Park Phase I development. The reclamation and excavation works for the
Theme Park Phase I development (both filling and surcharge), the construction
for the Theme Park building/attraction and the hotels’ superstructure were
identified to be the most critical activities.
Discovery Bay
(N2)
4.5.8
No noise
exceedance during daytime has been predicted at Discovery Bay (N2). However, exceedances in the range of 1-4
dB(A) have been predicted for evening time (i.e. 1900-2300). Similar to Peng Chau, the critical
construction stage identified to be causing the noise exceedances was related
to the Theme Park Phase I development.
The reclamation and excavation works for the Theme Park Phase I
development (both filling and surcharge), the construction for the Theme Park
building/attraction and the hotels’ superstructure were identified to be the
most critical activities.
Luk Keng Tsuen (N3)
4.5.9
For Luk
Keng Tsuen (N3), noise exceedances in the range of 1-4 dB(A) were predicted for
daytime while a maximum of 14 dB(A) noise exceedance for evening time was
predicted.
4.5.10
From the
assessment results, (details as shown in Annex
C3a), noise exceedances were due to cumulative impacts from construction
works related to the Northshore Development (including reclamation and
excavation works) and associated transport and services infrastructures.
Tso Wan (N5)
4.5.11
For Tso Wan
(N5), noise exceedances in the range of 1-4 dB(A) were predicted for daytime
while a maximum of 19 dB(A) noise exceedance for evening time was
predicted.
4.5.12
Reclamation
and excavation works for Tsing Chau Tsai East together with construction works
associated with transport infrastructure for Eastern Reclamation were
identified to be the crucial activities causing noise exceedances.
Planning Area 38 in Tai Ho (N8)
4.5.13
No noise
exceedance during daytime has been predicted at the proposed residential site
in Tai Ho (Planning Area 38) (N8).
However, exceedance of 1 dB(A) has been predicted for evening time (i.e.
1900-2300). Reclamation and excavation
works for Siu Ho Wan were identified to be the most critical activities causing
evening time exceedance.
Planning Area 10 above Siu Ho Wan MTRC
Depot (N9)
4.5.14
For the
residential development above Siu Ho Wan MTRC Depot (N9), noise exceedances in
the range of 1-7 dB(A) were predicted for daytime while a maximum of 12 dB(A)
noise exceedance for evening time was predicted.
4.5.15
Individual
construction activities did not give rise to daytime noise exceedance but
contributed to evening time noise exceedance.
The noise exceedances were mainly due to the cumulative noise impacts
from the reclamation and excavation works for Siu Ho Wan, the foundation works
for Siu Ho Wan development and the works associated with services
infrastructures.
4.5.16
Individual
construction activities related to the reclamation and excavation works for Siu
Ho Wan development (dredging, filling and surcharge) and the foundation works
for Siu Ho Wan development themselves have exceeded the evening 70 dB(A)
criterion. Mitigation measures would
therefore be required to reduce the noise impacts arising from these
construction activities.
Planning Area 56 north of Siu Ho Wan
(N10)
4.5.17
For the
educational institution located to the north of Siu Ho Wan (N10), noise
exceedances in the range of 1-5 dB(A) were predicted for normal periods. As the EIAO-TM specifies a more stringent
noise standards for schools during examination periods, a maximum exceedance of
10 dB(A) was predicted during the examination period. Since evening schooling
is not expected and therefore construction noise impacts from evening works on
the educational institution (N10) is not anticipated.
4.5.18
Noise
exceedances were mainly due to the cumulative noise impacts from the
reclamation and excavation works for Siu Ho Wan and the foundation works for
Siu Ho Wan development. Filling works
for Siu Ho Wan itself has resulted in a noise level of 72 dB(A) at N10, causing
a noise exceedance of 2 dB(A) for evening time.
4.5.19
Judging
from the large number of construction activities and construction equipment
involved in the Project, it is natural to expect that there will be certain
noise impacts associated with the works.
Effective mitigation measures and proper environmental control practice
should be adopted in order to reduce the noise impacts from the works. Mitigation measures proposed to reduce the
identified noise impacts during daytime and evening time are discussed in Section 4.6.1.
Construction Works During Night-time
(2300-0700)
4.5.20
As
mentioned in the beginning of this sub-section, the TS dredger, the CS dredger
and the grab dredger will be operating on a 24-hour day and 7 days per week
basis during the reclamation stage for Theme Park Phase I development. The construction activities involved include
dredging and filling at Theme Park Phase I.
The plant inventory specifically proposed for night-time activities and
the associated SWLs are given in Annex
C4, Table C4.1.
4.5.21
The
predicted night-time noise levels at Peng Chau (N1) and Discovery Bay (N2) are
presented in Annex C4, Table C4.2. Considering all the night-time construction
activities are concentrated at Penny’s Bay and there is no line of sight from
other NSRs to these construction activities, other NSRs have been excluded from
the night-time construction noise assessment.
The range of unmitigated noise levels predicted at Peng Chau (N1) and
Discovery Bay (N2) is presented in Table
4.5b below.
Table
4.5b Unmitigated Predicted
Night-time Construction Noise Levels
NSR
|
Range
of PNL1, dB(A)2
|
Night-time
criterion
|
Critical Activity causing exceedance
|
N1
- Peng Chau
|
37-43
|
45
|
-
|
N2
- Discovery Bay
|
39-45
|
45
|
-
|
Note:
1.
PNL stands for Predicted Noise Level.
2.
The noise levels presented are the cumulative
noise levels.
|
4.5.22
As shown in
Table 4.5b, no noise exceedance for
night-time works were predicted at either Peng Chau (N1) or Discovery Bay (N2)
from both individual and cumulative activities. No adverse noise impact from night-time construction works is
anticipated.
4.5.23
It should
be noted that regardless of the preceding results of the construction noise
impact assessment for restricted hours, i.e. evening time and night-time, the
Noise Control Authority will process any CNP application, once filed, based on
the NCO and the relevant technical memoranda while considering the then
contemporary conditions/situations.
Operational Phase
Potential Impacts from Railway Noise
4.5.24
Table 4.5c presents the predicted facade railway
noise levels at the identified NSRs.
With reference to PBRL EIA Study, a cumulative LAeq,30min
level of 55 dB has been predicted for the nearest NSR at Luk Keng Tsuen, taking
account of the noise from AEL, TCL and PBRL.
The calculated LAmax level at Luk Keng Tsuen is 72 dB. Noise from the operational trains of AEL and
TCL would be predominant at Luk Keng Tsuen.
All the predicted values comply with the NCO and EIAO-TM noise limit and
adverse noise impact at Luk Keng Tsuen is not expected.
Table
4.5c Predicted Facade Railway
Noise Levels
NSR
|
Distance from LAR (m)
|
LAeq,30min (dB)
|
LAmax (dB)
|
Remark
|
· Luk
Keng Tsuen (N3-d)
|
385
|
55
|
72
|
· Night-time
noise limits of LAeq,
30min 55 dB (Area Sensitivity Rating of “B”) and LAmax
85 dB.
· Cumulative
noise level from PBRL, AEL and TCL is presented.
|
· Residential
Development in Area 4A (N7-36)
|
250
|
57
|
69
|
· Night-time
noise limits of LAeq,
30min 60 dB (Area Sensitivity Rating of “C”) and LAmax
85 dB.
· Noise
screening from the MTRC Siu Ho Wan Depot Property Development was assumed.
|
· Proposed
Secondary School in Area 4C (N7-55)
|
350
|
54
|
65
|
· School
is daytime sensitive only, with noise limit of LAeq, 30min 70 dB (Area Sensitivity Rating of
“C”).
· Noise
screening from the Property Development to the south of the planned secondary
school was assumed.
|
Note:Noise levels are predicted at the first
receiver floor of NSRs.
4.5.25
Regarding
the planned uses in Areas 4A to 4C, noise predictions have been undertaken
based on the methodology presented in Section
4.4.2 and assumed that the Comprehensive Development Area in the immediate
south of the planning areas was in place before the development in Areas 4A to
4C. The predicted railway noise level
(LAeq,30min level) at the residential development in Area 4A is 57
dB, with a LAmax level of 69 dB.
An LAeq,30min level of 54 dB has been predicted at the
proposed secondary school in Area 4C.
All the predicted noise levels for the planned uses comply with the NCO
as well as the EIAO-TM railway noise criteria.
4.5.26
The results
in Table 4.5c show that all the
predicted noise levels at existing and planned NSRs will comply with the
statutory requirements of the NCO and EIAO-TM.
Adverse noise impacts from operational trains are not expected and no
specific noise mitigation measures are required.
4.5.27
Predicted Leq,
30 min level at the Proposed Country Park Extension Area from the
operation of the PBRL is in the range of 49-56 dB(A), with Lmax
level ranges between 57-65 dB(A).
4.5.28
In
addition, there may be possible extension of the PBRL to the eastern
reclamation area and to HK Island in future.
As no NSRs are located in the vicinity of these possible extensions, it
is expected that the associated noise impact would be minimal.
Potential Impacts from Fixed Plant Noise
4.5.29
The
potential fixed plant sources considered in this Project include Theme Park
(Phase I and II) operation, Theme Park (Phase III) Extension, fireworks
displays, the recreational development at Tsing Chau Tsai East, Penny’s Bay
GTP, Penny’s Bay Sewage Pumping Station, Siu Ho Wan Water and Sewage Treatment
Works and North Lantau Transfer Station, the fixed plant of PBRL, vehicles
parking areas and PTIs at Yam O and Penny’s Bay. However, not all the NSRs are affected by all these noise sources
due to substantial terrain screening and large separation distances between
these sources and certain NSRs, and thus minimal impacts are anticipated in
many cases. The potential impacts of
the noise sources assessed at each NSR are shown in Table 4.5d below.
Table
4.5d Potential Fixed Plant Noise
Sources Assessed for Each NSR
NSR
|
Fixed Plant Noise Sources
|
N1 - Peng Chau
|
·
Theme Park (Phase I and II) Operation
·
Theme Park (Phase III) Extension
·
Fireworks Displays
·
Penny’s Bay GTP
·
Sewage Pumping Station
·
PBRL
·
PTI at Penny’s Bay
·
vehicles parking areas
|
N2 - Discovery Bay
|
·
Theme Park (Phase I and II) Operation
·
Theme Park (Phase III) Extension
·
Fireworks Displays
·
Penny’s Bay GTP
·
Sewage Pumping Station
·
PBRL
·
PTI at Penny’s Bay
·
vehicles parking areas
|
N3 - Luk Keng Tsuen
|
·
PBRL
·
PTI at Yam O
|
N4 - Lantau North
Country Park
|
Nil
|
N4’ - Proposed
Country Park Extension Area
|
·
Theme Park (Phase I and II) Operation
·
Theme Park (Phase III) Extension
·
Fireworks Displays
·
Penny’s Bay GTP
·
Sewage Pumping Station
·
PBRL
·
PTI at Penny Bay
|
N5 - Tso Wan
|
· Recreational
development at Tsing Chau Tsai East
|
N6 - Tso Wan Village
Expansion Area
|
· Recreational
development at Tsing Chau Tsai East
|
N7 - Planning Area
4A to 4C in Siu Ho Wan
|
·
Sewage and Water Treatment Works
·
North Lantau Transfer Station
|
N8 - Planning Area
38 in Tai Ho
|
Nil
|
N9 - Planning Area
10 at Siu Ho Wan MTRC Depot
|
Nil
|
N10 - Planning Area
56 in Tai Ho
|
Nil
|
Theme Park (Phase I - II) Operation
4.5.30
The Theme
Park (Phase I and II) operation noise levels at residential NSRs at Peng Chau
and Discovery Bay and at points within the Proposed Country Park Extension Area
have been estimated as described in Section
4.4.3.
4.5.31
The results
of these noise predictions are summarised in Table 4.5e below.
Table 4.5e Potential Noise Impacts of Theme Park
Operations (Phases I and II)
Noise Impact
Assessment Location
|
Theme Park Noise Levels
(LAeq, 30min dB)
|
EIAO-TM Noise Criteria
(LAeq, 30min dB)
|
|
Phase I
|
Phase II
|
Total
|
Day/Evening
(0700 to 2300)
|
Night-time
(2300 to 0700)
|
N1-a
Peng Chau
|
42
|
40
|
44
|
50
|
45
|
N2-a Discovery Bay
|
43
|
39
|
44
|
50
|
45
|
Proposed Country Park Extension (N4’-c)
|
62
|
55
|
62
|
N/A
|
N/A
|
Proposed Country Park Extension (N4-d)
|
67
|
57
|
67
|
N/A
|
N/A
|
Note: In predicting Theme Park noise levels at
NSRs and the Proposed Country Park Extension Area, atmospheric absorption was
accounted for, as were earth berm/hotel shielding and facade hillside
reflection, as appropriate.
4.5.32
It is seen
from Table 4.5e that the total
projected Phase I and Phase II Theme Park operation noise levels at both Peng
Chau and Discovery Bay are LAeq,30min
44 dB. These noise levels then comply
with the daytime/evening fixed plant planning limit of LAeq,30min 50
dB (established in Section 4.3.3) as
well as the night-time limit of LAeq,30min 45 dB.
4.5.33
For general
information it may be useful not just to examine the statutory Leq
values but also look at the Lmax levels. Based on the measured Lmax levels as provided by HKITP
on various rides and attractions of the Anaheim, California facilities, it has
been predicted that the Lmax level as perceived at Peng Chau will be
around 60 dB(A). A similar Lmax level
is also anticipated at Discovery Bay due to the noisiest rides.
Theme Park (Phase III) Extension Operation
4.5.34
As
indicated in Table 4.5e above, there
is a safety margin of 6 dB(A) both for Peng Chau and Discovery Bay before
exceeding the daytime and evening 50 dB(A) criterion.
4.5.35
By assuming
that the Theme Park (Phase III) Extension would have a Leq level of
75 dB(A) at the perimeter, it will then generate an operational SWL similar to
that of Theme Park Phase I or Phase II operation, a worst case of an extra 3
dB(A) addition would apply to the noise levels perceived at Peng Chau and
Discovery Bay. The resulting 47 dB(A)
noise level would still comply with the daytime and evening 50 dB(A) criterion.
4.5.36
As pointed
out in Section 4.4.3, Theme Park
(Phase III) Extension will not operate beyond 2300 hours, noise impact during
night-time could thus be completely eliminated.
4.5.37
Theme Park
(Phase III) Extension being located further away from the Proposed Country Park
Extension Area, with a separation distance of more than 2.2 km, it is expected
that noise levels perceived at the Proposed Country Park Extension Area from
the operation of Theme Park (Phase III) Extension are insignificant.
Fireworks Displays
4.5.38
Fireworks
displays to be presented at the Theme Park Phase I and Phase II area have not
yet been developed in any detail.
However, the EIA Study Team has obtained, during a specially-staged
demonstration, representative source noise data covering the range of fireworks
types that could be considered for use in Hong Kong.
4.5.39
The
relevant individual source noise data obtained were used to compute the
resultant noise picture of a 5 minute mid-level (approximately 100 m in height)
fireworks show (see Annex C7). It has been demonstrated that the LAeq,
15min 55 dB limit could be met while taking a good mixture of various
fireworks items considered appropriate for the Hong Kong situation.
4.5.40
In the
absence of even preliminary designs of the fireworks displays at this stage,
the EIA Study Team has demonstrated and illustrated one possible scenario. In the process of deriving the detailed
design of the fireworks show, it would be necessary to ensure the noise
emission from the actual show would correspond and not exceed those contained
in this assessment.
4.5.41
For
information, to supplement the equivalent noise level, it is also anticipated
that maximum levels of approximately 85 dB(A) would be perceived at relevant
NSRs in Peng Chau and Discovery Bay.
Such maximum levels are from the effects related to individual fireworks
items.
4.5.42
Fireworks
displays will only occur after dark, and since the Proposed Country Park
Extension Area adjacent to Penny’s Bay would not normally be expected to have
visitors after dark, there would be no potential for fireworks noise impact at
this location. There would, therefore,
appear to be no need to establish a fireworks noise criterion or limit for this
area.
Recreational development at Tsing Chau Tsai East
4.5.43
Recreational
activities at the Tsing Chau Tsai East development area is a potential noise
source causing impact to nearby NSRs, in particularly, Tso Wan (N5) and the Tso
Wan Village Expansion Area (N6). With
the operation of Route 10 - NLYLH in the future, road traffic noise will become
the dominant source impacting on Tso Wan area.
Moreover, though intended to mitigate road traffic noise, the 3-8 m high
vertical and cantilever barriers proposed on the western side of the Route 10
alignment (northbound direction), will act to shield some of the operational
noise from the Tsing Chau Tsai East recreational area.
Penny’s Bay GTP
4.5.44
The
distance from the Penny’s Bay GTP to the nearest point within the hotel zone is
approximately 1300 m. Based on the
reference source level of 75 dB(A) at the site boundary (see Section
4.4.3), the essentially steady power plant noise levels at the
closest point within the Theme Park (Phase I and II) hotel zone is projected to
be approximately 55 dB(A). This noise
level is for reference only as the hotels would not rely upon openable windows
for ventilation and consequently the impact on the guests therein would be
minimal.
4.5.45
In
calculating these noise levels, a +3 dB(A) facade reflection correction was
applied at the hotel location. While no
screening factors were included in the above predictions, it is expected that
noise levels will be further reduced due to the screening provided by the 9 m
earth berm and by structures within the Theme Park (Phase I and II)
itself. Further, as rooms of the hotels
will not rely on openable windows for ventilation, noise impacts from the GTP
will not provide any noise constraint at this location.
4.5.46
The
distance form the Penny’s Bay GTP to the nearest point at the boundary of the
Proposed Country Park Extension Area (N4’-c) is about 860 m. The power plant noise level predicted at
this point is approximately 59 dB(A).
(Utility Yard) Sewage Pumping Station
4.5.47
From
Utility Yard, given the relatively large distances (2.8 to 3.2 km) to the NSRs
in the present case, sewage pumping noise levels will not then even approach
the EIAO-TM limits. Further, the Theme
Park visitors will be effectively shielded from any sewage pumping station
noise by the 9 m earth berm. In
addition, noise emitted from the pumping facilities could further be minimised
by incorporating acoustic design, such as installing silencers to the intake
and exhaust air openings.
4.5.48
The
separation distance between the proposed sewage pumping station and the
Proposed Country Park Extension Area is about 780 m. This separation distance will itself provide more than 50 dB(A)
distance attenuation on the noise emitted from the sewage pumping station.
Sewage and Water Treatment Works
4.5.49
Sewage and
Water Treatment Works located to the west of Planning Areas 4A to 4C in Siu Ho
Wan (N7) is a potential noise source to the proposed residential and
institutional developments in the Draft RODP (Planning Areas 4A to 4C).
4.5.50
However,
noise generated from these fixed plant sources can be shielded by the
residential towers on the MTRC Depot development, which are to be built before
the proposed Siu Ho Wan development.
Thus, noise impacts from these fixed plants on the Siu Ho Wan
development can be reduced. Further,
with the operation of Road P1 in the future, road traffic noise will become the
dominant source in the environment.
North Lantau Refuse Transfer Station (NLRTS)
4.5.51
The
existing North Lantau Transfer Station is located to the northeast of Planning
Areas 4A to 4C in Siu Ho Wan (N7). As
most of the activities are enclosed within the transfer building and given its
large distance away from NSR N7, it is envisaged that noise impact from the
refuse transfer station would be minimal.
4.5.52
Given most
of the activities are enclosed within the transfer building, noise impact from
the NLRTS to the Proposed Country Park Extension Area would also be minimal.
Fixed plant of Penny’s Bay Rail Link
4.5.53
Sources of
fixed plant noise for the Proposed PBRL include:
·
transformers
and substations for power supply to the railway;
·
ventilation
buildings located at the northern and southern tunnel portal for tunnel
ventilation; and
·
washing facilities located close to the Penny’s
Bay Rail Station.
4.5.54
These
required plant and tunnel ventilation equipment will be designed by the PBRL
operator, MTRC, to ensure that the noise levels at any NSR will be 5 dB lower
than the NCO criteria as mentioned in Section
4.2.3. Given the large distance
separation between the alignment and the NSRs, and the provision of 9 m earth
berm next to the proposed railway, this will be easily achieved by adoption of
good engineering practice.
Public Transport Interchanges (PTIs)
4.5.55
The
effective SWLs measured by the EIA Study Team at some of the larger PTIs in
Hong Kong (e.g. Kwun Tong and Shing Tak Centre) during the morning peak,
afternoon peak and evening were LAeq 110, 109 and 105 dB(A)
respectively. Using these measured SWLs, PTI noise levels
have been projected at four NSRs: at Peng Chau and Discovery Bay and the
Proposed Country Park Extension Area (potentially affected by Penny’s Bay PTI)
and at Luk Keng Tsuen (potentially affected by Yam O PTI). The predicted noise levels at these NSRs are
shown in Table 4.5f.
4.5.56
When
assessing the PTIs, these projections have included a - 5 dB(A) screening
factor for the noise shielding which will be provided by the Theme Park (Phase
I and II) buildings, earth berms and hotels to be located between the Penny’s
Bay PTI and Peng Chau or Discovery Bay, and also the noise shielding provided
by the Theme Park Gateway located between the Yam O PTI and Luk Keng Tsuen. A
+3 dB(A) factor has been applied for building facade reflections. Owing to elevated location of the Proposed
Country Park Extension Area , no such shielding factors were applied in this
case. Atmospheric absorption was
conservatively neglected.
4.5.57
The results
of Table 4.5f show that the noise
from the closest PTI will be far below the appropriate reference criteria at
all the three residential NSRs.
Table 4.5f - Projected Noise Impacts from
Operation of Penny's Bay and Yam O PTIs
Time Period
|
Predicted Noise Levels (1)
(LAeq, 30min dB)
|
Noise Criterion (2)
|
|
Peng Chau
N1-a
|
Discovery Bay
N2-a
|
Luk Keng Tsuen N3-d
|
Proposed Country Park Extension N4’-c
|
NSR’s Only
|
AM
Peak
|
30
|
30
|
37
|
43
|
50/60
|
PM
Peak
|
29
|
29
|
36
|
42
|
50/60
|
Evening
|
25
|
25
|
32
|
38
|
50/60
|
Note:
(1) A
shielding factor of -5 dB(A) was applied to the PTI noise levels as projected
at Peng Chau and Discovery Bay.
However, atmospheric absorption was conservatively neglected.
(2) The
criterion of 50 dB(A) is used for Peng Chau and Discovery Bay while 60 dB(A) is
used for Luk Keng Tsuen. There is no
specific criteria for country park.
Vehicle Parking Areas
4.5.58
Two vehicle
parking areas are to be located immediately north of the Theme Park and the
PBRL at Penny’s Bay. However, because
of the relatively low speeds at which vehicles are required to travel in such
facilities, the vehicle parking areas are not considered to represent
significant sources of Project operational noise when compared, for example,
with the access roads leading to and from these parking lots and the hotel
areas (Roads P1, P2, D1 and D2).
Future Container Terminal Development
4.5.59
As the
hotels at the Theme Park (Phase I and II) will not rely on openable windows for
ventilation, potential noise impacts from the operation of the future Container
Terminal development south of the area on the hotels will be minimal.
Potential Fixed Plant Noise from Proposed Ventilation
Building
4.5.60
Fixed plant
noise from the ventilation building proposed at Yam Tsai Tunnel may impact upon
nearby NSRs, namely Luk Keng Tsuen (N3).
However, with a separation distance of more than 400 m from the tunnel
and the screening effect provided by the terrain therein, it is anticipated
that noise impact from the ventilation facilities would be minimal.
Water Recreation Centre (WRC)
4.5.61
The
proposed WRC will include a boating facility, changing rooms, restaurants and
canteens, etc. Secondary uses may
include storage, kitchens and food preparation areas, etc. In view of the proposed uses of the WRC, it
is expected that noise emitted from its operation would be minimal.
Cumulative Noise Levels from all Fixed Plant Sources
4.5.62
Theoretically
the noise contributions from all fixed plant sources in the Study Area could be
summed and the cumulative impacts assessed at sensitive locations. However, as most of these sources will be
located north of the Theme Park Phase I and II (and thereby shielded by the
boundary earth berm and buildings within the Theme Park Phase I and II) and
they are of much smaller scale (both physically and relative to acoustical
intensity), their contributions to the overall resultant noise climate will be
minimal as compared to the operational noise of the Theme Park Phase I and II
and its associated developments.
4.5.63
To
illustrate this effect, the approximate 3 km separation between the GTP and
Peng Chau would render the occasional operational noise from the GTP inaudible
at the NSR.
4.5.64
Other fixed
plant sources are located in discrete area in the Draft RODP and given their
large distances away from the NSRs, they should not pose cumulative impacts to
the NSRs.
Road Traffic Noise
4.5.65
Road
traffic noise modelling has been undertaken at representative NSRs and the
prediction results are given in Table C8a
in Annex C8.
4.5.66
The only
existing NSR assessed in this Project is Luk Keng Tsuen (N3). Road traffic noise impact on existing
village houses in Tso Wan (N5) has already been assessed in the Route 10 EIA
Report, as mentioned in Section 4.3.1
and the results have been summarised in this Report.
4.5.67
For Peng
Chau (N1), Discovery Bay (N2), and the existing Lantau North Country Park (N4),
traffic noise was not assessed as no impacts were anticipated due to large separation
distances (e.g. around 2.2 km between Road D1 and Discovery Bay and around 7 km
between the nearest Country Park boundary and the Project boundary) and the
very substantial terrain screening the proposed road network from the sensitive
receivers.
4.5.68
For the
proposed Tso Wan Village Expansion Area (N6), three representative assessment
points (N6-a to N6-c) were identified.
The worst case road traffic scenario adopted and the proposed mitigation
measures in the Route 10 EIA Report (including 3-8 m vertical and cantilever
barriers along the western side of the Route 10 alignment (northbound
direction) was used in predicting noise levels at this NSR. The predicted noise levels at these
assessment points are well within the EIAO-TM criterion. The road traffic modelling results are
presented in Annex C8, Table C8.1.
4.5.69
Road
traffic noise levels have also been predicted at Planning Area 4A to 4C in Siu
Ho Wan. Thirty-nine assessment points
(N7-1 to N7-39) representing the worst residential facades affected by road
traffic noise were selected for assessment.
Representative assessment points were also identified for the proposed
Primary School (N7-50 to N7-54) and Secondary School (N7-53 to N7-56) at the
junction of Road P1 and the Access Road to the Siu Ho Wan Development. For other planned development in Tai Ho (N8
to N10), traffic noise impact was assessed in a separate EIA study and
therefore they would not be included in the traffic noise assessment of this
Project.
4.5.70
The results
of the traffic noise modelling are discussed in the following paragraphs.
Luk Keng Tsuen (N3-b to N3-d)
4.5.71
The noise
levels predicted at these assessment points were contributed by Road P1 and its
associated slip roads (new roads) and the existing North Lantau Highway
(unaltered road). The results of the
modelling indicate that if traffic noise on Road P1 and the associated slip
roads remain unmitigated, noise criterion exceedances of 1 dB(A) at all three
residential dwellings are likely.
Direct mitigation measures will therefore be assessed to alleviate the
noise impact from Road P1 and the slip roads.
Planning Area 4A & 4B (N7-1 to N7-39)
4.5.72
Results of
the modelling indicated that if traffic noise on Road P1 remain unmitigated,
criterion exceedances of up to 6 dB(A) affecting approximately 1120 residential
dwellings are likely. Road P1 was
identified as the dominant noise source to the proposed development and
therefore, direct mitigation measures will therefore be assessed to alleviate
the noise impact from Road P1.
Planning Area 4C (N7-50 to N7-56)
4.5.73
Results of
the modelling indicated that if traffic noise on Road P1 remain unmitigated,
criterion exceedances of up to 12 dB(A) affecting approximately 67 classrooms
are likely. Road P1 was identified as
the dominant noise source to the proposed development and therefore, direct
mitigation measures will therefore be assessed to alleviate the noise impact
from Road P1.
Proposed Country Park Extension Area (N4’)
4.5.74
Traffic
noise levels have been calculated at three assessment points at the Proposed
Country Park Extension Area, mainly located to the west of Penny’s Bay. For the existing Lantau Country Park,
traffic noise was not assessed as no impact was anticipated due to large
separation distance and the very substantial terrain screening the proposed
road network from this sensitive land use.
4.5.75
The noise
level predicted at the Proposed Country Park Extension Area at each assessment
point is presented in Table 4.5g.
Table
4.5g - Predicted Road Traffic Noise Levels
Assessment Points
|
Predicted Noise Levels (L10 dB(A))
|
N4’-b
|
70
|
N4’-c
|
67
|
N4’-d
|
40
|
4.5.76
Table 4.5g shows that the predicted road traffic
noise levels along the boundary of the Proposed Country Park Extension Area
fall within the range of 40 dB(A) to 70 dB(A).
4.5.77
Road
traffic noise from the existing NLH is the dominant source impacting on the
northern side of the Proposed Country Park Extension Area facing Siu Ho Wan
area. With the operation of Road P1 in
the future, it is envisaged that road traffic noise levels at the Proposed
Country Park Extension Area will not increase significantly as the road
alignment runs in general at a separation distance of at least 300 m from the
northern boundary of the Proposed Country Park Extension Area.
Tso
Wan (N5)
4.5.78
Based on
the Route 10 EIA Report, mitigated road traffic noise levels at Tso Wan village
(22 assessment points representing 24 dwellings) were predicted to be in the
range of 55 - 70 dB(A). Results
indicated that with the proposed mitigation measures in place, road traffic
noise levels at the existing Tso Wan village would comply with the 70 dB(A)
EIAM-TM criterion.
Tso
Wan Village Expansion Area (N6)
4.5.79
Road
Traffic noise levels predicted at the three assessment points at Tso Wan
Village Expansion Area (N6-a to N6-c) were 54 dB(A) taking into consideration
mitigation measures proposed in the Route 10 EIA. The results indicated that road traffic noise impact at these
NSRs is well within the EIAO-TM criterion.
Helicopter Noise
4.5.80
The
emergency flight path followed by helicopters in travelling between Hong Kong
International Airport and Hong Kong Island is shown in Figure 4.1a . It is seen
that the flight path passes to the north of Planning Areas 4A to 4C in Siu Ho
Wan (N7) and north of the Phase II Theme Park area so that the nearest
identifiable noise sensitive land use to the flight path will be NSR 7 and the
hotels to be built directly south of the Theme Park Phase I and II area. Such hotels, however, will not rely on
openable windows for ventilation, and the potential for helicopter noise impacts
would be minimal.
4.5.81
Helicopter
noise at NSR N7 has been estimated for indication purposes. They are shown in Figure 4.5a.
4.5.82
The
predicted maximum helicopter noise level exceeded the residences criterion of LAmax
85 dB by 1 dB. However, as this
helicopter flight path is an emergency path to be used only in adverse weather,
it is anticipated that the noise impact to NSR N7 would be minimal.
4.5.83
As for Tso
Wan Village Extension Area (N6), helicopter noise is unlikely to be audible
there, since NSR N6 will be located at more than 1 km from the nearest
helicopter path and it is screened by at least two layers of terrain features.
Aircraft Noise
4.5.84
Figure 4.1a shows that the NEF 25 contour, projected
for the year 2030, does not approach any part of the NSRs considered in this
Project. There will therefore be no
noise impacts from fixed-wing aircraft on all the NSRs.
4.5.85
Additionally,
for general indication purposes, typical Lmax values at the Planning
Areas 4A to 4C in Siu Ho Wan and Tso Wan have been estimated. They are generally at 75 dB(A) and are shown
in Figure 4.5a.
Mitigation of Adverse Construction Noise
Impact
4.6.1
Noise
emissions from construction activities can be minimised through good site
practice, selecting quiet plant, adopting quieter working methods, erection of
noise barriers to screen the noise source, where appropriate, and posing
restriction on the usage of noisy equipment.
The recommended mitigation measures detailed in this section should be
incorporated into the Contract Specification in order to ensure the
environmental performance of construction works.
4.6.2
Contractors
may develop a different package of environmental control measures to meet the
required noise standards, but the following illustrates a feasible approach to
mitigate the predicted noise impact during the construction phase:
Good Site Practice
4.6.3
In view of
the large number of construction activities and construction equipment
considered in the Project, adverse
construction noise impact without mitigation to the surrounding environment are
likely. Before going into details
discussing specific mitigation measures for construction works, good site
practice and proper on-site management are required by Contractors at all times
in order to minimise noise emissions from the works. The following measures are recommended:
·
Only
well-maintained plant shall be operated on-site and plant shall be serviced
regularly during the construction works;
·
Machines
and plant that may be in intermittent use shall be shut down between work
periods or should be throttled down to a minimum;
·
Silencers
or mufflers on construction equipment shall be utilised and be properly
maintained during the construction works;
·
Mobile
plant shall be sited as far away from NSRs as possible; and
·
Material
stockpiles and other structures shall be effectively utilised, where
practicable, to screen noise from on-site construction activities.
4.6.4
Although it
is difficult to quantify the level of noise reduction achieved from
incorporation of these elements, the environmental performance of the works
would be improved with these control measures.
Selecting Quieter Plant
4.6.5
The use of
quiet plant is identified to be a feasible solution to tackle the adverse
impact associated with construction works.
The Contractors may be able to obtain particular models of plant that
are quieter than standard types given in GW-TM. The benefits achievable in this way will depend on the details of
the Contractors’ chosen methods of working, and it is considered too restrictive
to specify that a Contractor has to use specific items of plant for the
construction operations. It is
therefore both preferable and practical to specify an overall plant noise
performance specification to apply to the total SWL of all plant to be used on
site so that the Contractor is allowed some flexibility to select plant to suit
his needs.
4.6.6
Quiet plant
is defined as PME whose actual SWL is less than the value specified in GW-TM
for the same piece of equipment.
Examples of SWLs for specific silenced PME taken from a British
Standard, namely Noise Control on
Construction and Open Sites, BS5228: Part 1: 1997, which are known to be
used are given in Table 4.6a.
Table 4.6a - Sound Power Levels for
Specific Silenced PME
PME
|
BS5228 Table no.
|
Ref no.
|
SWL, dB(A) max
|
Breaker
|
C.2
|
10
|
110
|
Dozer
|
C.9
|
2
|
104
|
Mobile
Crane
|
C.7
|
114
|
101
|
Concrete
Pump
|
C.6
|
22
|
106
|
Dump
truck
|
C.9
|
27
|
105
|
Excavator/Loader
|
C.3
|
97
|
105
|
Generator
|
C.7
|
62
|
100
|
Lorry
|
C.8
|
16
|
108
|
Concrete
truck (mixer)
|
C.6
|
35
|
100
|
Grader
|
C.9
|
11
|
110
|
Road
Roller
|
C.8
|
27
|
104
|
Poker
Vibrator
|
C.6
|
32
|
100
|
4.6.7
It should
be noted that various types of silenced equipment can be found in Hong
Kong. However, the EPD, when processing
a CNP application, will apply the noise levels contained in the GW-TM, unless
the noise emission of a particular piece of equipment can be validated.
4.6.8
The
mitigated noise levels at each NSR for each construction activity and the
overall cumulative noise levels have been predicted and the details are given
in Annex C3b, Tables C3b.1-C3b.7. The range of mitigated noise levels predicted
with the use of quiet plant is presented in Table
4.6b below.
Table 4.6b - Mitigated Construction Noise
Levels - with the use of quiet plant
NSR
|
Range of PNL1, dB(A)2
|
Criteria
|
Critical activity causing exceedance3
|
|
|
Daytime
|
Evening
|
|
N1-a
(Peng Chau)
|
27-59
|
75
|
60
|
-
|
N2-a
(Discovery Bay)
|
29-60
|
75
|
60
|
-
|
N3-a
(Luk Keng Tsuen)
|
40-73
|
75
|
65
|
Reclamation
and excavation works for Northshore (F), Roadwork for Northern reclamation
(G), Construction of services infrastructure (H)
|
N5-a
(Tso Wan)
|
56-71
|
75
|
60
|
Filling
reclamation for Fa Peng (F), Roadwork for Eastern reclamation (G).
|
N8-a
(Planning Area 38)
|
53-66
|
75
|
70
|
-
|
N9-a
(Planning Area 10)
|
63-76
|
75
|
70
|
Dredging
and filling works for Siu Ho Wan (F) + Siu Ho Wan Housing Development (K)
|
N10-a
(Planning Area 56)
|
54-69
|
70
during normal period/65 during examinations
|
N/A
|
Reclamation
works for Siu Ho Wan (F)
|
Note:
1.
PNL stands for Predicted Noise Level.
2.
The range of noise levels presented are the
overall cumulative noise levels.
3.
Activity reference as shown in Annex C3b, Table C3b.1-C3b.7.
4.
TCT stands for Tsing Chau Tsai.
|
Peng Chau (N1), Discovery Bay (N2) and
Planning Area 38 in Tai Ho (N8)
4.6.9
As shown in
Table 4.6b, with the use of quiet
plant, no noise exceedance was predicted at Peng Chau (N1), Discovery Bay (N2)
and the planned residential development in Tai Ho (N8 - Planning Area 38)
during both daytime and evening time. The
adoption of quiet plant has reduced the predicted noise levels at these NSRs to
within criteria.
Luk Keng Tsuen (N3)
4.6.10
With the
use of quieter plant, the maximum predicted noise level was reduced from 79
dB(A) (without mitigation) to 73 dB(A).
This 6 dB(A) reduction in noise level has resulted in compliance at Luk
Keng Tsuen (N3) of the 75 dB(A) daytime construction noise criterion. However, exceedances in the range from 1 to
8 dB(A) were still predicted for evening.
Construction of services infrastructure, reclamation and excavation
works for Northshore and roadwork for Northshore Reclamation were identified to
be the crucial activities causing noise exceedances.
4.6.11
In order to
further reduce the noise levels at Luk Keng Tsuen (N3), further noise
mitigation measures, such as the erection of noise barriers, would need to be
considered.
Tso Wan (N5)
4.6.12
Noise
levels predicted at Tso Wan (N5) were in the range of 56-71 dB(A). With the use of quiet plant, no daytime
exceedance at Tso Wan was predicted.
The maximum 11 dB(A) exceedance
for evening were mainly due to filling reclamation for Fa Peng and roadwork for
Eastern Reclamation.
Planning Area 10 above Siu Ho Wan MTRC
Depot (N9)
4.6.13
The range
of noise levels predicted at the planned residential development above Siu Ho
Wan MTRC Depot was 63 - 76 dB(A).
Dredging and filling works for Siu Ho Wan and construction works related
to the Siu Ho Wan Housing Development were identified to be the prominent
activities causing both daytime and evening exceeedances. The recommendation of subsequent mitigation measures would need to be
considered.
Planning Area 56 north of Siu Ho Wan
(N10)
4.6.14
The maximum
noise level predicted at the planned educational institution located to the
north of Siu Ho Wan was 69 dB(A). The
noise levels predicted at this site were in compliance to the 70 dB(A)
criterion during normal periods.
However, with the more stringent criterion during examination periods
(i.e. 65 dB(A)), noise exceedances in the range of 1-4 dB(A) were
predicted. In order to reduce the noise
impact so that compliance during examination periods can also be achieved,
further noise mitigation measures are to be considered.
4.6.15
Since
evening schooling is not expected, construction noise impact from evening works
on the education institution (N10) is therefore not anticipated
Use of Temporary and Movable Noise
Barriers
4.6.16
In general,
purpose-built noise barriers or screens constructed of appropriate material to
be located close to operating PME could give a noise reduction of up to 5 dB(A)
(estimated in accordance with the GW-TM).
This level of noise reduction could also be achieved by erecting
temporary noise barriers along active work sites. Certain types of PME, such as generators, can be completely
screened giving a total noise reduction of 10 dB(A) or more.
4.6.17
It is
anticipated that a movable noise barrier with a suitable footing and a small
cantilevered upper portion can be located within a few metres of a static plant
and within about 5 m of more mobile equipment such as excavator and mobile
crane etc., such that the line of sight could be blocked by the barriers viewed
from the NSRs. The estimated noise
reduction by means of screening, provided that the barriers are carefully
located, can provide at least 10 dB(A) noise attenuation for static plant and 5
dB(A) for mobile plant. The noise
screening benefit for each plant considered in this assessment is listed below:
·
Stationary
Plant - assuming 10 dB(A) reduction: poker vibrator, concrete pump and
generator; and
·
Mobile
Plant - assuming 5 dB(A) reduction: excavator, grader, road roller, mobile
crane and concrete truck.
Restriction on the Usage of Operating PME
4.6.18
In some
cases, the number of plant in operation may need to be controlled so as to
reduce the noise emissions during critical construction stages. In this assessment, restriction on PME usage
has been tested by limiting the number of plant used for certain selected
construction activities. These include
the reduction on the number of plant for the following construction activities:
·
Filling
reclamation for Northshore (Yam O Bay to To Kau Wan)
·
Dredging
for Siu Ho Wan
·
Filling
reclamation for Siu Ho Wan
·
Surcharge
placement for Siu Ho Wan
4.6.19
The
details of the number of plant reduced are presented in Annex C2, Table C2.3. The
above construction activities have been chosen to further ameliorate the
adverse noise impact predicted at Luk Keng Tsuen (N3) and the developments at
Siu Ho Wan area, including the planned residential development above Siu Ho Wan
MTRC Depot (N9). The proposed
restriction in the plant team number is considered to be feasible by the Design
Engineer and would meet the intended Project implementation programme.
4.6.20
Table 4.6c presents the predicted noise levels at
NSRs, with the use of quiet plant, the erection of noise barriers and the
restriction on the number of operating PME for the aforementioned construction
activities.
Table
4.6c - Mitigated Construction Noise Levels - with the use of quiet plant,
erection of barriers and restriction on PME usage
NSR
|
Range
of PNL1, dB(A)2
|
Criteria
|
Critical activity causing exceedance3
|
|
|
Daytime
|
Evening
|
|
N3-a
(Luk Keng Tsuen)
|
40-70
|
75
|
65
|
Filling
reclamation for Northshore (F), Roadwork for Northern Reclamation (G)
|
N5-a
(Tso Wan)
|
50-69
|
75
|
60
|
Filling
reclamation for Fa Peng (F)
|
N8-a
(Planning Area 38)
|
52-64
|
75
|
70
|
-
|
N9-a
(Planning Area 10)
|
63-73
|
75
|
70
|
Filling
reclamation for Siu Ho Wan (F)
|
N10-a
(Planning Area 56)
|
54-66
|
70
during normal periods and 65 during examination period
|
N/A
|
Reclamation
works for Siu Ho Wan (F)
|
Note:
1.
PNL stands for Predicted Noise Level.
2.
The range of noise levels presented are the
overall cumulative noise levels.
3.
Activity reference as shown in Annex C3c, Tables C3c.1-C3c.5.
4.
TCT stands for Tsing Chau Tsai.
|
Luk
Keng Tsuen (N3) and Planning Area 38 in Tai Ho (N8)
4.6.21
Results in Table 4.6b indicated that with the use
of quiet plant only, maximum noise levels of 73 dB(A) and 66 dB(A) were
predicted at Luk Keng Tsuen (N3) and the planned residential development in Tai
Ho (N8 - Planning Area 38) respectively.
With the adoption of additional mitigation measures, including the
erection of noise barriers and the restriction on PME usage, an additional 2-3 dB(A) reduction in the maximum noise
levels were achievable at these NSRs.
Tso
Wan (N5) and Planning Area 10 above Siu Ho Wan MTRC Depot (N9)
4.6.22
As shown in
Table 4.6c, with the implementation
of the above proposed mitigation measures, including the use of quiet plant,
the erection of noise barriers and the restriction on operating PME usage,
noise levels predicted at Tso Wan (N5) and the planned residential development
above Siu Ho Wan MTRC Depot (N9) would comply with the daytime 75 dB(A)
criterion.
4.6.23
However,
noise exceedances for evening works were still predicted at Luk Keng Tsuen
(N3), Tso Wan (N5) and the planned residential development above Siu Ho Wan
MTRC Depot (N9).
Planning
Area 56 north of Siu Ho Wan (N10)
4.6.24
For the
planned educational institution located to the north of Siu Ho Wan (N10), even
with the implementation of all the above mitigation measures, a maximum noise
level of 66 dB(A) was still predicted.
Reclamation and excavation works for Siu Ho Wan were identified to be
the critical activities causing noise exceedance during examination
periods. Hence, it is recommended that
re-scheduling of reclamation and excavation works for Siu Ho Wan are required
so as to avoid the undertaking of these activities during examination periods.
Restriction on Evening Works
4.6.25
As noise
exceedances for evening works were still predicted at Luk Keng Tsuen (N3), Tso
Wan (N5) and the planned residential development above Siu Ho Wan MTRC Depot
(N9), it is recommended that re-scheduling of certain construction activities
to avoid evening works are required to subsequently reduce the noise impact to comply with the criteria.
4.6.26
The
construction activities considered for evening restriction include construction
activities related to the reclamation and excavation works for Northshore,
roadwork for Northern Reclamation and installation of services infrastructure
to mitigate the noise impact at Luk Keng Tsuen (N3). With the restriction of these activities, the noise levels
predicted were in the range of 40-64 dB(A), which indicated compliance with the
evening 65 dB(A) criterion.
4.6.27
All the
major construction activities considered affecting Tso Wan (N5) are recommended
to be restricted during evening to minimise the noise impact.
4.6.28
Based on
our assessment results, reclamation and excavation works for Siu Ho Wan were
identified to be the critical activities causing evening exceedance at the
planned residential development above Siu Ho Wan MTRC Depot (N9). As such, re-scheduling of the reclamation
and excavation works for Siu Ho Wan to avoid evening works should be considered
to lessen the noise levels. The
resultant noise levels were predicted to be in the range of 63-69 dB(A), which
comply with the evening 70 dB(A) criterion.
Construction
Noise Impacts at Lantau North Country Park and the Proposed Country Park
Extension Area
4.6.29
The
separation distance between the boundary of the existing Lantau North Country
Park and the nearest construction work site associated with the Project is
about 7 km. In view of such large
separation distance and the terrain screening therein, construction noise
impacts from the Project, both individual and cumulative, on the existing
Country Park are not expected.
4.6.30
Based on
the findings from the PBRL EIA Study, noise levels from the construction of the
PBRL at the Proposed Country Park Extension Area (N4’-b to N’4-d) have been
predicted to be in the range of 49-64 dB(A).
With the addition of other concurrent construction activities under
Theme Park and associated developments, predicted noise levels will only be
slightly higher as most other construction sites are located far away from the
Proposed Country Park Extension Area.
4.6.31
It is not
expected that visitors will visit the Proposed Country Park Extension Area
after dark, night-time construction noise impact from the Penny’s Bay dredging
and filling works during Theme Park Phase I development on the Proposed Country
Park Extension Area is so not anticipated.
4.6.32
As the
northern boundary of the Proposed Country Park Extension Area (N4’) is located
further away from the Siu Ho Wan MTRC Depot redevelopment site (N9), it is
expected construction noise levels perceived at N4’ from Siu Ho Wan reclamation
works will be less than that at N9.
MITIGATION OF ADVERSE OPERATIONAL NOISE IMPACT
Fixed Plant - Theme Park
4.6.33
The
operational noise assessment, as discussed in the preceding section (Section 4.5), did not predict any
exceedance of the relevant noise criteria due to the operation of the Theme
Park and other associated developments.
Therefore, no specific
mitigation measures during operational phase are required.
4.6.34
However,
for fireworks displays at Theme Park (Phase I and II), a maximum duration of 5
minutes for mid-level shows and a maximum height of 100 m are recommended.
4.6.35
For other
fixed plant noise sources, such as the Penny’s Bay GTP, the proposed PTIs at
Yam O and Penny’s Bay and the Sewage and Water Treatment Works at Siu Ho Wan
area, etc., assessment revealed that their impacts on NSRs are minimal and are
within the relevant criteria.
Road Traffic Noise
4.6.36
The
assessment in Section 4.5.4 indicates
that some assessment points in Luk Keng Tsuen (N3-b to N3-d) and Planning Area
4A to 4C in Siu Ho Wan (N7-1 to N7-39
and N7-50 to N7-56) will be exposed to unmitigated road traffic noise from Road
P1 which exceed the EIAO-TM criteria.
Mitigation measures will be necessary to alleviate the noise
impacts. Figures 4.6a and 4.6b show
the proposed mitigation measures at different areas of concern. Predicted noise levels breakdown for the
mitigated scenario are shown in Table C8.1
in Annex C8.
4.6.37
In case
residual noise impacts were identified after all practicable direct technical
remedies were exhausted, further investigations to explore alternatives or
options for reducing the residual impacts should be carried out, especially
during the detailed design stage of Road P1.
Luk Keng Tsuen (N3)
4.6.38
Mitigation
measures in the form of a 450 m long roadside vertical barrier of 5 m high
along the slip road linking eastbound Road P1 and eastbound North Lantau
Highway have been proposed. Residential
dwellings at Luk Keng Tsuen (N3) would be protected with the recommended
measures. The location of the proposed
mitigation measures is shown in Figure
4.6a
.
4.6.39
The
prediction results shown in Table C8.1 in Annex
C8 indicate that with the adoption of mitigation measures, all residential
dwellings are protected from criterion exceedances.
Planning Area 4A & 4B in Siu Ho Wan (N7-1 to N7-39)
4.6.40
Two types
of noise mitigation measures have been proposed for this site:
·
two sections of semi-enclosure (in the form of
an L-shaped barrier) of 280 m and 600 m long with absorptive lining located at
the northern edge of Road P1 (covering the entire width of eastbound Road P1);
and
·
two sections of absorptive cantilever barrier of
125 m and 45 m long, comprising a 8 m vertical section with a 5 m horizontal
projection located at 18 m away from the central reserve of Road P1.
4.6.41
The
location of the proposed mitigation measures is shown in Figure 4.6b.
4.6.42
The results
of the mitigated scenario of the traffic noise modelling presented in Table C8.1 in Annex C8 indicate that the above mitigation will protect all
residential dwellings from criterion exceedances.
Planning Area 4C in Siu Ho Wan (N7-50 to N7-56)
4.6.43
With the
adoption of the mitigation measures along Road P1, as described above,
criterion exceedances of up to 7 dB(A) were still predicted at approximately 13
classrooms. The results in Table C8.1 in Annex C8 shows that the criterion exceedances were dominantly
contributed by Road P1.
4.6.44
In view of
the residual impacts at the two schools, further mitigation measures have been
considered:
·
putting full enclosure at Road P1; and
·
re-orientation of the school building.
4.6.45
However,
these two mitigation measures are found either unfeasible and ineffective due
to the fact that:
·
full enclosure at the road junction is not
considered feasible by the Design Engineer as it may cause road sight-line
problem;
·
sensitive uses are found at all facades,
therefore, re-orientation of the school building would not be effective to
reduce noise impacts.
4.6.46
After
exhausting all possible direct mitigation measures, it is recommended that
sensitive uses at the following locations shall be provided with window
insulation and air-conditioning:
·
the eastern facade of the primary school at Site
4C facing the internal Access Road;
·
3/F and above at the western facade of the
secondary school at Site 4C facing the internal Access Road;
·
3/F and above at the southern facade of the
assembly hall block of the secondary school at Site 4C facing Road P1; and
·
top floors at the southern facade of the special
rooms block of the secondary school at Site 4C facing Road P1.
construction phase
Potential Impacts from Project
Construction Noise
4.7.1
The
potential source of noise during construction phase of the CKWLR is the use of
PME for roadwork construction, piling of viaduct foundations and road
pavements.
4.7.2
Broadly
speaking, construction of the CKWLR can be geographically split into 3 areas
and these include:
·
CKWLR from the existing Yam O Interchange tie in
to Penny’s Bay Interchange;
·
CKWLR from Penny’s Bay Interchange to Route
10-NLYLH Toll Plaza; and
·
CKWLR from East of Tsing Chau Tsai to Route 10 -
Hong Kong Lantau Link (HKLL).
4.7.3
Cumulative
noise impacts from other concurrent activities for the construction of the
NLDFS development, the Theme Park (Phase I and II) and its associated
developments (including Road P2 and the Resort Roads), the proposed Road P1 and
the PBRL have been accounted for and are addressed in the preceding section, Section 4.5.1.
4.7.4
It is
assumed that construction activities for the CKWLR, in general, will be carried
out on a 16-hour day (i.e. 0700-2300) and 24 working days per month basis. Hence assessment of construction noise
impacts at each NSR has been conducted to compare the results against the
corresponding criteria under the daytime and evening time periods.
4.7.5
Generally,
construction works during restricted hours, i.e. evening time (1900-2300) in this
case, are not recommended. However due
to the shortage of time for the completion of certain construction activities,
construction works during evening time is likely to be required. It should be noted that regardless of the
results of the construction noise impact assessment for restricted hours, the
Noise Control Authority will process the CNP application, once filed, based on
the NCO and the relevant technical memoranda taking into account the then
prevailing conditions/situations.
4.7.6
As the
separation distance from the Siu Ho Wan area to the CKWLR alignment is about
4.5 km and with the addition of terrain shielding, NSRs at the Siu Ho Wan area,
including the Planning Area 38 in Tai Ho (N8), the Planning Area 10 above Siu
Ho Wan MTRC Depot (N9) and the Planning Area 56 located north of Siu Ho Wan
(N10), are excluded from the CKWLR construction noise assessment.
Construction Works during Daytime and
Evening Period (0700-2300)
4.7.7
The
unmitigated noise levels at each NSR for particular construction activity and
the cumulative noise levels have been predicted. The results are given in Annex
C3a, Table C3a.1-C3a.4. Figures 4.3b to 4.3d and 4.3f show the location of noise
assessment points during the construction phase. The assessment points have been chosen to represent the worst
affected NSR. The range of noise levels
predicted at each NSR is presented in Table
4.7a below.
Table
4.7a - Unmitigated Predicted Construction Noise Levels
NSR
|
Range of PNL1,
dB(A)2
|
Criteria
|
Critical activity causing exceedance3
|
|
|
Daytime
|
Evening
|
|
N1-a (Peng Chau)
|
25-42
|
75
|
60
|
-
|
N2-a (Discovery Bay)
|
22-36
|
75
|
60
|
-
|
N3-a (Luk Keng
Tsuen)
|
60-65
|
75
|
65
|
-
|
N5-a (Tso Wan)
|
44-68
|
75
|
60
|
reclamation and excavation works for CKWLR from east of
TCT4 to Route 10 Toll Plaza (F) + works associated with transport
infrastructures from Route 10 Toll Plaza to Route 10-HKLL (P)
|
Note:
1.
PNL stands for Predicted Noise Level.
2.
The range of noise levels presented are the
overall cumulative noise levels from construction of CKWLR.
3.
Activity reference as shown in Annex C3a, Tables C3a.1-C3a.4.
4.
TCT stands for Tsing Chau Tsai.
|
Peng Chau (N1)
4.7.8
As shown in
Table 4.7a, the predicted maximum
noise level was 42 dB(A). No noise
exceedance during both daytime and evening has been predicted at Peng Chau (N1)
from the construction of CKWLR. The
reason accounting for over 30 dB(A) and 15 dB(A) margin below noise criterion
for daytime and evening time respectively was due to the large separation
distance (more than 3.8 km) between Peng Chau and the proposed CKWLR alignment.
Discovery Bay
(N2)
4.7.9
A range of
noise levels from 22 dB(A) to 36 dB(A) has been predicted for Discovery Bay
(N2). This indicated that the
construction noise levels at Discovery Bay have complied with both the daytime
and evening criteria. Similar to Peng
Chau, Discovery Bay is located at a remote distance from CKWLR and hence
adverse construction noise impact from CKWLR would not be likely.
Luk Keng Tsuen (N3)
4.7.10
The maximum
noise level predicted at Luk Keng Tsuen was 65 dB(A). There was neither noise exceedance during both daytime nor
evening.
Tso Wan (N5)
4.7.11
For Tso Wan
(N5), noise exceedance during daytime is not anticipated. However, exceedances in the range of 1-8
dB(A) were predicted for evening time (i.e. 1900-2300).
4.7.12
Reclamation
and excavation works for the CKWLR from east of TCT up to Route 10 Toll Plaza
and the roadwork construction for the CKWLR from Route 10 Toll Plaza to Route
10 - HKLL were identified from the
assessment to be the critical activities causing noise exceedances.
4.7.13
According
to the assessment results, (details as shown in Annex C3a, Table C3a.4), individual construction activity including
filling works and surcharge activity for the platform east of TCT up to Route
10 Toll Plaza and the roadwork activities for the CKWLR from Route 10 Toll
Plaza to Route 10 - HKLL themselves have exceeded the evening 60 dB(A)
criterion.
4.7.14
Since noise
exceedance was predicted at Tso Wan during evening time, effective mitigation
measures and proper environmental control practice should be adopted in order
to reduce the noise levels to within the noise standard. Mitigation measures proposed to reduce the
identified noise impacts during evening time are discussed in Section 4.8.1.
Operational phase
Road Traffic Noise
4.7.15
The NSRs
considered in this Project are all located at large distances away from CKWLR,
for example, more than 3 km between CKWLR and Peng Chau or Discovery Bay. The closest NSR to CKWLR is Luk Keng Tsuen,
which is located more than 600 m away from CKWLR.
4.7.16
Tso Wan
Village Expansion Area (N6) and Siu Ho
Wan Planning Areas 4A to 4C are both screened by the substantial terrain from
CKWLR and therefore it is not included in the assessment.
4.7.17
Owing to
the large distances between NSRs and CKWLR and the very substantial terrain
screening effect, it is anticipated that there would be no adverse traffic
noise impact from CKWLR to the NSRs.
Therefore, no mitigation would be required.
Mitigation for Adverse Construction Noise
Impacts
4.8.1
Noise emissions
from construction activities can be minimised through good site practice,
selecting quiet plant, adopting quieter working methods, erection of barriers
to screen the noise source, where appropriate, and posing restriction on the
usage of noisy equipment. The
recommended mitigation measures detailed in this section should be incorporated
into the Contract Specification in order to ensure the environmental
performance of construction works.
4.8.2
Contractors
may develop a different package of environmental control measures to meet the
required noise standards, but the following illustrates a feasible approach to
mitigate the predicted noise impacts during the construction phase:
Good Site Practice
4.8.3
The
activities being undertaken for the construction of the CKWLR are unlikely to
give rise to adverse daytime noise impacts to the surrounding environment as
concluded in the preceding section, Section
4.7.1. However, in order to minimise noise emissions from the works,
Contractors shall be required to adopt good site practice and maintain proper
on-site management during all times.
The following measures are recommended:
·
Only well-maintained plant shall be operated
on-site and plant should be serviced regularly during the construction works;
·
Machines and plant that may be in intermittent
use shall be shut down between work periods or should be throttled down to a
minimum;
·
Silencers or mufflers on construction equipment
shall be utilised and be properly maintained during the construction works;
·
Mobile plant shall be sited as far away from
NSRs as possible; and
·
Material stockpiles and other structures shall
be effectively utilised, where practicable, to screen noise from on-site
construction activities.
4.8.4
Although it
is difficult to quantify the level of noise reduction achieved from
incorporation of these elements, the environmental performance of the works
would be improved with these control measures.
Selecting Quieter Plant
4.8.5
The use of
quiet plant is identified to be a feasible solution to tackle the adverse impacts
associated with construction works. The
Contractors may be able to obtain particular models of plant that are quieter
than standard types given in GW-TM. The
benefits achievable in this way will depend on the details of the Contractors’
chosen methods of working, and it is considered too restrictive to specify that
a Contractor has to use specific items of plant for the construction
operations. It is therefore both
preferable and practical to specify an overall plant noise performance
specification to apply to the total SWL of all plant to be used on site so that
the Contractor is allowed some flexibility to select plant to suit his needs.
4.8.6
Quiet plant
is defined as PME whose actual SWL is less than the value specified in GW-TM
for the same piece of equipment.
Examples of SWLs for specific silenced PME taken from a British
Standard, namely Noise Control on
Construction and Open Sites, BS5228: Part 1: 1997, which are known to be
used are given in Table 4.8a.
Table
4.8a - Sound Power Levels for Specific Silenced PME
PME
|
BS5228
Table no.
|
Ref
no.
|
SWL,
dB(A) max
|
Breaker
|
C.2
|
10
|
110
|
Dozer
|
C.9
|
2
|
104
|
Mobile Crane
|
C.7
|
114
|
101
|
Concrete Pump
|
C.6
|
22
|
106
|
Dump truck
|
C.9
|
27
|
105
|
Excavator/Loader
|
C.3
|
97
|
105
|
Generator
|
C.7
|
62
|
100
|
Lorry
|
C.8
|
16
|
108
|
Concrete truck
(mixer)
|
C.6
|
35
|
100
|
Grader
|
C.9
|
11
|
110
|
Road Roller
|
C.8
|
27
|
104
|
Poker Vibrator
|
C.6
|
32
|
100
|
4.8.7
It should
be noted that various types of silenced equipment can be found in Hong
Kong. However, the EPD, when processing
a CNP application, will apply the noise levels contained in the GW-TM, unless
the noise emission of a particular piece of equipment can be validated.
4.8.8
The
mitigated noise levels at each NSR, with the use of quiet plant, for each
construction activity and the cumulative noise levels have been predicted and
the details are given in Annex C3b,
Tables C3b.1-C3b.4. The range of
noise levels predicted is presented in Table
4.8b below.
Table
4.8b - Mitigated Construction Noise Levels - via Quiet Plant
NSR
|
Range
of PNL1, dB(A)2
|
Daytime
Criterion, dB(A)
|
Evening
time Criterion, dB(A)
|
N1-a
(Peng Chau)
|
25-36
|
75
|
60
|
N2-a
(Discovery Bay)
|
22-30
|
75
|
60
|
N3-a
(Luk Keng Tsuen)
|
54-59
|
75
|
65
|
N5-a
(Tso Wan)
|
44-60
|
75
|
60
|
Note:
1.
PNL stands for Predicted Noise Levels.
2.
The noise levels presented are the overall
cumulative noise levels (from construction of CKWLR).
|
4.8.9
As
addressed in Section 4.7.1, construction
noise levels at each NSR complied with the daytime 75 dB(A) criterion. Noise exceedance was only predicted at Tso
Wan (N5) for evening time. As shown in Table 4.8b above, with the use of quiet
plant, the noise levels predicted at Tso Wan (N5) were reduced. The maximum noise level predicted was 60
dB(A), which complied with the evening 60 dB(A) criterion.
4.8.10
As compared
with the results presented in Table 4.7a (unmitigated
noise levels), with the use of quiet plant, a 6 dB(A) reduction in the maximum
noise levels was predicted at Peng Chau (N1), Discovery Bay (N2) and Luk Keng
Tsuen (N3). Though no exceedance has
been predicted at these NSRs from the construction of CKWLR, this reduction in
noise levels will further minimise noise impacts arising from concurrent
construction works.
Use of Temporary and Movable Noise
Barriers
4.8.11
As
addressed in Section 4.5.1, cumulative noise impacts from the
construction of CKWLR together with other concurrent activities for the
construction of developments within Northshore Lantau may be induced,
particularly at Luk Keng Tsuen (N3) and Tso Wan (N5). It is thus recommended that temporary and movable noise barriers
should be erected at some construction works sites for CKWLR, where
appropriate, in order to reduce the identified cumulative noise impacts.
4.8.12
In general,
purpose-built noise barriers or screens constructed of appropriate material to
be located close to operating PME could give a noise reduction of up to 5 dB(A)
(estimated in accordance with the GW-TM).
This level of noise reduction could also be achieved by erecting
temporary noise barriers along active work sites. Certain types of PME, such as generators, can be completely
screened giving a total noise reduction of 10 dB(A) or more.
4.8.13
It is
anticipated that a movable noise barrier with a suitable footing and a small
cantilevered upper portion can be located within a few metres of a static plant
and within about 5 m of more mobile equipment such as excavator and mobile
crane etc., such that the line of sight could be blocked by the barriers viewed
from the NSRs. The estimated noise
reduction by means of screening, provided that the barriers are carefully
located, can provide at least 10 dB(A) noise attenuation for static plant and 5
dB(A) for mobile plant. The noise
screening benefit for each plant considered in this assessment is listed below:
·
Stationary
Plant - assuming 10 dB(A) reduction: poker vibrator, concrete pump and
generator; and
·
Mobile
Plant - assuming 5 dB(A) reduction: excavator, grader, road roller, mobile
crane and concrete truck.
4.8.14
The
predicted noise levels from the construction of CKWLR, with the use of quiet
plant and barriers to reduce the identified cumulative noise impacts associated
with all construction works in the Project are presented in Annex C3b and Annex C3c. The range of noise levels predicted is
presented in Table 4.8c below.
Table
4.8c - Mitigated Construction Noise Levels - via Quiet Plant and Erection of
Barriers
NSR
|
Range of Predicted Noise Levels, dB(A)
|
N3-a
(Luk Keng Tsuen)
|
49-57
|
N5-a
(Tso Wan)
|
44-60
|
4.8.15
As shown in
Table 4.8c, with the use of quiet
plant and the erection of noise barriers, the maximum noise level predicted at
Luk Keng Tsuen (N3) was reduced by 2 dB(A).
The reduction in noise levels will ameliorate the noise emission from
CKWLR construction works and thus reduce the cumulative impacts from concurrent
activities.
Construction
Noise Impacts at existing Lantau North Country Park and the Proposed Country
Park Extension Area
4.8.16
In view of
the large separation distance (over 7 km) from the existing nearest boundary of
the Lantau North Country Park to the proposed CKWLR alignment, adverse noise
impacts from the construction of the CKWLR on the existing Country Park would
not be expected.
4.8.17
For the
Proposed Country Park Extension Area, noise impact from the construction of
CKWLR is envisaged to be limited, for the minimum distance separation from the
work site is 400 m.
Mitigation for Operational Noise Impacts
4.8.18
As
concluded in the preceding section, Section
4.7.2, no NSRs are located in the vicinity of the CKWLR and therefore no
mitigation measures during the operation phase of CKWLR are required.
Construction Phase
Residual Noise Impact from NLDFS
4.9.1
In view of
the large number of construction activities and equipment considered in the
Project, without mitigation measures, adverse construction noise impacts to the
surrounding environment are likely.
4.9.2
With the
implementation of practical noise mitigation measures as recommended in Section 4.6.1, including the use of
quiet plant, the erection of noise barriers at active work sites and the
reduction on the number of operating PME, noise levels at all NSRs were reduced
to comply with the daytime 75 dB(A) criterion.
However, noise exceedances at evening were still predicted at Luk Keng
Tsuen (N3), Tso Wan (N5) and the Comprehensive Development Area above the Siu
Ho Wan MTRC Depot (N9). It is therefore
recommended that re-scheduling of certain construction activities to avoid
evening works are required in order to further mitigate the noise impact to
comply with the noise criteria.
4.9.3
With the
avoidance of evening works including reclamation and excavation works for the
Northshore and Siu Ho Wan reclamation, roadwork for Northern Reclamation and
construction of services infrastructure, noise levels at Luk Keng Tsuen (N3)
and the Comprehensive Development Area above Siu Ho Wan MTRC Depot (N9) were
then mitigated to within the evening criteria.
4.9.4
The
construction activities affecting Tso Wan are recommended not to be carried out
during evening and noise impact from evening works at Tso Wan could be
eliminated.
4.9.5
Besides,
reclamation and excavation works for Siu Ho Wan have been identified to be the
critical activities causing noise exceedance at the planned school at the
Planning Area 56 north of Siu Ho Wan (N10) during examination periods. Re-scheduling of these works to avoid the
undertaking of these activities during examination periods is recommended to
reduce the noise levels to within the 65 dB(A) criterion.
Residual Noise Impact from CKWLR
4.9.6
Noise
exceedances were predicted only at Tso Wan (N5) for evening time. With the use of quiet plant, noise impact at
Tso Wan was mitigated to comply with the evening 60 dB(A) criterion.
Operational Phase
Fixed Plant Noise
4.9.7
The
operational noise assessment results revealed that exceedance of the relevant
noise criteria due to the operation of the Theme Park and other associated
developments, and other fixed plant sources identified in the Project is not
anticipated. No specific mitigation
measure is considered necessary to further ameliorate the noise impact.
4.9.8
For
fireworks displays at Theme Park (Phase I and II), a maximum duration of 5
minutes for mid-level shows and a maximum height of 100 m are recommended for
complying with the LAeq, 15 min 55 dB criterion.
Road Traffic Noise
4.9.9
Unmitigated
road traffic noise predictions, as shown in Table
C8.1 in Annex C8, suggested that
there would be a total of approximately 1130 residential dwellings (including
Luk Keng Tsuen and Planning Area 4A & 4B) and 67 classrooms (Planning Area
4C) affected by noise exceeding the relevant EIAO-TM criteria. With the proposed mitigations as discussed
in Section 4.6.2, it is anticipated
that noise levels at all residential dwellings in Luk Keng Tsuen (N3-b to N3-d)
and Planning Area 4A & 4B in Siu Ho Wan would be within the EIAO-TM
criterion of 70 dB(A).
4.9.10
The
unmitigated road traffic noise predictions for Planning Area 4C in Siu Ho Wan
showed that approximately 67 classrooms would be exposed to levels above the
EIAO-TM criterion, predominantly contributed by Road P1. With the proposed mitigation measures
suggested in Section 4.6.2, criterion
exceedances are still likely at approximately 13 classrooms. However, owing to engineering constraints
and the ineffectiveness of orientation of building blocks, no further direct
mitigation measures are considered applicable.
Since all possible direct mitigation measures have been exhausted, it is
therefore recommended that the following locations at the school buildings be
provided with window insulation and air-conditioning to reduce the noise
impact:
·
the eastern facade of the primary school at Site
4C facing the internal Access Road;
·
3/F and above at the western facade of the
secondary school at Site 4C facing the internal Access Road;
·
3/F and above at the southern facade of the
assembly hall block of the secondary school at Site 4C facing Road P1; and
·
top floors at the southern facade of the special
rooms block of the secondary school at Site 4C facing Road P1.
Rail Noise
4.9.11
As
discussed in Section 4.5.2, all the
predicted railway noise levels at existing and planned NSRs will comply with
the statutory requirements of the NCO and the EIAO-TM. Adverse noise impacts from operational
trains are not expected.
Helicopter Noise
4.9.12
As the
helicopter flight path is an emergency path to be used only in adverse weather,
the noise impact predicted (exceedance of 1 dB(A)) at the planned residential
development at Siu Ho Wan (N7 - Planning Area 4A to 4C) would be minimal.
Construction Phase
4.10.1
Noise
arising from construction activities associated with the Project and the
construction of CKWLR will impact upon NSRs as assessed in Section 4.5.1 and Section
4.7.1 respectively. The primary
noise sources are the use of PME such as excavator, lorry, loader, bulldozer,
grader, mobile crane and poker vibrator.
Without implementing any noise mitigation measures, the construction
noise standards given in the EIAO-TM and the GW-TM will be exceeded at some of
the representative NSRs.
4.10.2
It is
anticipated that if the suggested mitigation measures described in Section 4.6.1 and Section 4.8.1 can be successfully applied, the noise levels
experienced by the affected receivers will be reduced to within the noise
standards. The mitigation measures
proposed include the use of quieter plant for some PME, the erection of noise
barriers at active work sites, the reduction on the number of operating PME and
the restriction on evening works for some construction activities.
4.10.3
Noise
monitoring requirements have been recommended in the EM&A Manual in order
to ensure compliance with the noise standards.
It is recommended that noise monitoring should be conducted as part of
the EM&A programme during the construction phase of the Project at Peng
Chau (NM1), Discovery Bay (NM2), Luk Keng Tsuen (NM3), Tso Wan (NM4), Planning
Area 38 in Tai Ho (NM7), Planning Area 10 above Siu Ho Wan MTRC Depot (NM8) and
Planning Area 56 located north of Siu Ho Wan (NM9).
Operational Phase
4.10.4
No
exceedance of the relevant noise criteria was predicted due to the operation of
the Theme Park and its other associated developments, and other fixed plant
identified in the Project. No specific
mitigation measure is considered necessary to further ameliorate the noise
impact.
4.10.5
For
fireworks displays at Theme Park (Phase I and II), a maximum duration of 5
minutes for mid-level shows and a maximum height of 100 m are recommended for
complying with the LAeq, 15 min 55 dB criterion.
4.10.6
Road
traffic noise criteria exceedances were predicted at residential dwellings in
Luk Keng Tsuen and Planning Area 4A & 4B and classrooms in Planning Area 4C
in Siu Ho Wan. It was predicted that
the proposed mitigation measures in Section
4.6.1 are likely to protect all residential dwellings from criterion
exceedance. However, residual impact
was predicted at the schools in Planning Area 4C. While all practicable direct mitigation measures were exhausted,
it was recommended that some classrooms be provided with window insulation and
air-conditioning.
4.10.7
Noise
monitoring requirements have been recommended in the EM&A Manual in order
to ensure compliance with the noise standards. It is recommended that noise
monitoring should be conducted as part of the EM&A programme at NM1 (Sea
Crest Villa, Peng Chau), NM2 (Crestmont Villa, Discovery Bay), NM3 (Luk Keng
Tsuen), NM4 (Tso Wan), NM5 (Tso Wan Village Expansion Area) and NM6 (Planning
Area 4A to 4C in Siu Ho Wan) during the operational period of the project.
4.10.8
The noise
monitoring specifications can be referred in the Project EM&A Manual.
Construction Phase
Construction Phase - NLDFS
4.11.1
Noise
during the construction phase of the Project would impact on the surrounding
environment. The use of PME is the
primary source of noise.
4.11.2
Unmitigated
construction activities associated with the Project would cause exceedances at NSRs of both daytime and
evening construction noise standards stipulated in the EIAO-TM and the GW-TM. Maximum noise level of 82 dB(A) was
predicted at the residential development site above Siu Ho Wan MTRC Depot (N9).
4.11.3
Adequate
control measures would be required for general construction works to meet the
relevant noise standards. Mitigation
measures including the use of quiet plant, the erection of noise barriers,
and the reduction on the number of PME
usage were first recommended.
4.11.4
With the
recommended mitigation measures in place, noise levels at all NSRs were reduced
to comply with the daytime 75 dB(A) criterion.
However, noise exceedances at evening were still predicted at Luk Keng
Tsuen (N3), Tso Wan (N5) and the planned residential development site above Siu
Ho Wan MTRC Depot (N9). It is therefore
recommended that re-scheduling of certain construction activities to avoid
evening works are required in order to further mitigate the noise impact to
comply with the noise criteria.
4.11.5
With the
avoidance of evening works including reclamation and excavation works for
Northshore and Siu Ho Wan, roadwork for Northern Reclamation and construction
of services infrastructure, noise levels at Luk Keng Tsuen (N3) and the planned
residential development above Siu Ho Wan MTRC Depot (N9) were then mitigated to
within the evening criteria.
4.11.6
The construction
activities affecting Tso Wan are recommended not to be carried out during
evening and therefore noise impact from evening works at Tso Wan could be
eliminated.
4.11.7
Besides,
reclamation and excavation works for Siu Ho Wan have been identified to be the
critical activities causing noise exceedance at the planned school at the
Planning Area 56 north of Siu Ho Wan (N10) during examination periods. Re-scheduling of these works to avoid the
undertaking of these activities during examination periods is recommended to
reduce the noise levels to within the 65 dB(A) criterion.
4.11.8
Night-time
construction works were limited to the reclamation stage for Theme Park Phase I
development. The plant used include the
TS dredger, the CS dredger and the grab dredger. Compliance of the night-time 45 dB(A) criterion at NSRs, namely
Peng Chau and Discovery Bay, were achieved.
Construction Phase - CKWLR
4.11.9
Noise
exceedances in the range of 1-8 dB(A) were predicted at Tso Wan (N5) during
evening only without mitigation measures.
With the use of quiet plant, noise impact at Tso Wan was mitigated to
comply with the evening 60 dB(A) criterion.
Operational Phase
Railway Noise
4.11.10
The
predicted railway noise levels at existing and planned NSRs (including Luk Keng
Tsuen and the planned uses in Areas 4A to 4C) will comply with the statutory
requirements of the NCO and the EIAO-TM.
Adverse noise impacts from operational trains are not expected.
Fixed Plant Noise
4.11.11
The
operational noise assessment results revealed that exceedance of the relevant
noise criteria due to the operation of the Theme Park and other associated
developments is not anticipated. No
specific mitigation measure is considered necessary to further ameliorate the
noise impact.
4.11.12
For other
fixed plant noise sources, such as the Penny’s Bay GTP, the proposed sewage
pumping station at Penny’s Bay, the proposed PTIs at Yam O and Penny’s Bay and
the Sewage and Water Treatment Works at Siu Ho Wan area, etc., it is
anticipated that their impacts on NSRs are likely to be minimal and within the
relevant criteria.
4.11.13
For other
developments proposed under the NLDFS, including the Northshore Development
area and the Eco Park proposed at Luk Keng Tsuen, it is noted that no noise
sources have been identified.
Road Traffic Noise
4.11.14
Unmitigated
road traffic noise predictions, as shown in Table
C8.1 in Annex C8, suggested that
there would be approximately 1130 in total residential dwellings and 67
classrooms at Luk Keng Tsuen and Planning Area 4A to 4C in Siu Ho Wan affected
by noise impact exceeding the relevant EIAO-TM criteria. Road P1 has been identified as the main
contributor. With the proposed
mitigation as discussed in Section 4.6.2,
it is anticipated that noise levels at all residential dwellings in Luk Keng
Tsuen (N3-b to N3-d) and Planning Area 4A & 4B in Siu Ho Wan would be
within the EIAO-TM criterion of 70 dB(A). Therefore, there would be no above
criterion noise impact.
4.11.15
With the
proposed mitigation measures suggested in Section
4.6.2, criterion exceedances are still likely at approximately 13
classrooms in Siu Ho Wan. However,
owing to engineering constraints and the ineffectiveness of re-orientation of
building blocks, no further direct mitigation measures are considered
applicable. Since all possible direct
mitigation measures have been exhausted, it is therefore recommended in Section 4.6.2 that some of the
classrooms be provided with window insulation and air-conditioning to reduce
the noise impact.
Helicopter and Aircraft Noise
4.11.16
As the
helicopter flight path is an emergency path to be used only in adverse weather,
the noise impact predicted (minor exceedance of 1 dB(A)) at the planned
residential development at Siu Ho Wan (N7 - Planning Area 4A to 4C) would be
minimal.
4.11.17
As no NSRs
are located within the NEF 25 zone, no adverse aircraft noise impacts are
anticipated. An Lmax 75 dB(A) noise level from aircraft were
predicted in both Planning Area 4A to 4C at Siu Ho Wan and Tso Wan.
4.11.18
The
findings of the EIA are summarised in Table
4.11a.