3
Air Quality
3.1
Introduction
3.1.1.1
This section provides an evaluation of the potential air quality
impacts associated with the construction and operation of the Proposed Helipad
of the New Block of QMH. A review of the site environs
and construction works suggests that the key source of air pollution during
construction will be fugitive dust, while operational impacts might arise from
helicopter exhaust emissions.
3.1.1.2
The assessment of air quality addresses Clause 3.4.3 of the EIA
Study Brief and refers to the assessment guidelines and evaluation criteria
of air quality stipulated in Annex 12 and Annex 4 (Section 1) of the TM-EIAO,
respectively.
3.2
Criteria and Guidelines
3.2.1.1
The Air Pollution Control Ordinance (Cap. 311)
(APCO) provides the statutory authority for controlling air pollutants from
a variety of stationary and mobile sources, including fugitive dust emissions
from construction sites. It encompasses Air Quality
Objectives (AQOs) for 7 air pollutants which are presented in Table 3.1.
Table 3.1
Air Quality Objectives
Pollutants
4
|
Concentrations at Averaging Time, μg/m3
|
10-min
|
1-hr
|
8-hr
|
24-hr
|
Annual
|
Nitrogen
Dioxide (NO2)
|
--
|
200
1
|
--
|
--
|
40
|
Respirable
Suspended Particulates (PM10)
|
--
|
--
|
--
|
100
2
|
50
|
Fine Suspended
Particulates (PM2.5)
|
--
|
--
|
--
|
75
2
|
35
|
Sulphur
Dioxide (SO2)
|
500
3
|
--
|
--
|
125
3
|
--
|
Carbon
Monoxide (CO)
|
|
30,000
4
|
10,000
4
|
--
|
--
|
Ozone
(O3)
|
--
|
--
|
160
2
|
--
|
--
|
Lead (Pb)
|
--
|
--
|
--
|
--
|
0.5
|
Note:
1.
Not to
be exceeded more than 18 times per year
2.
Not to
be exceeded more than 9 times per year
3.
Not to
be exceeded more than 3 times per year
4.
No exceedance
allowed
5.
All measurements
of the concentration of gaseous air pollutants are to be adjusted to a reference
temperature of 293K and a reference pressure of 101.325kPa.
3.2.1.2
Section 1, Annex 4 of TM-EIAO stipulates the hourly average Total
Suspended Particulate (TSP) concentration of
500
mg/m3
measured at 298 K and 101.325 kPa for construction dust impacts.
Mitigation measures for construction sites specified in the Air Pollution
Control (Construction Dust) Regulation should be followed.
3.2.1.3
The Air Pollution Control (Construction Dust) Regulation defines
notifiable and regulatory works activities that are subject to construction
dust control, as follows:
Notifiable Works
·
Site formation;
·
Reclamation;
·
Demolition of a building;
·
Work carried out in any part of a tunnel that is within
100 m of any exit to the open air;
·
Construction of the foundation of a building;
·
Construction of the superstructure of a building; or
·
Road construction work.
Regulatory Works
·
Renovation carried out on the outer surface of the external
wall or the upper surface of the roof of a building;
·
Road opening or resurfacing work;
·
Slope stabilisation work; or
·
Any work involving any of the following activities:
o
Stockpiling of dusty materials;
o
Loading, unloading or transfer of dusty materials;
o
Transfer of dusty materials using a belt conveyor system;
o
Use of vehicles;
o
Pneumatic or power-driven drilling, cutting and polishing;
o
Debris handling;
o
Excavation or earth moving;
o
Concrete production;
o
Site clearance; or
o
Blasting.
3.2.1.4
Notifiable works require that advance notice of activities be
given to EPD. The Regulation also requires the works
contractor to ensure that both notifiable works and regulatory works will be
conducted in accordance with the Schedule of the Regulation, which provides
dust control and suppression measures.
3.3
Description of the Environment
3.3.1
Baseline Air Quality
3.3.1.1
There is no EPD’s monitoring station located in the vicinity of
the Site. As such, the nearest general monitoring
station, Central/Western which is approximately 2 km from
the Site is selected. The monitoring concentrations
between 2011 and 2015 are summarised in Table 3.2 below.
Table 3.2
Air Quality Monitoring Concentrations (μg/m3)
at Central/Western (2011 to 2015)
Pollutant
|
Averaging Period
|
2011
|
2012
|
2013
|
2014
|
2015
|
NO2
|
Annual
|
54
|
52
|
58
|
46
|
43
|
1-hr
(19th Highest)
|
193
|
174
|
202
|
173
|
191
|
PM10
|
Annual
|
50
|
46
|
49
|
44
|
39
|
24-hr
(10th Highest)
|
103
|
95
|
119
|
104
|
92
|
PM2.5
|
Annual
|
34
|
29
|
33
|
28
|
26
|
24-hr
(10th Highest)
|
67
|
68
|
94
|
70
|
65
|
SO2
|
10-min
(4th Highest)
|
No data
|
No data
|
No data
|
160
|
123
|
24-hr
(4th Highest)
|
39
|
32
|
39
|
32
|
27
|
O3 1
|
8-hr 4
(10th Highest)
|
135
|
152
|
144
|
147
|
164
|
Pb
|
Annual
|
0.049
|
0.031
|
0.038
|
0.029
|
No data
|
Note:
1.
Daily
maximum running 8-hr average.
2.
Bold value
indicates the exceedance of the AQO.
3.3.1.2
Exceedances of annual average NO2 were found in the
last 5 years. Exceedances were also observed for
1-hr average NO2 at 2013, 24-hr average for PM10 at 2011,
2013 and 2014 and 24-hr average PM2.5 at 2013.
3.3.1.3
It should be noted that the Central/Western monitoring station
is located within a more densely populated urban area where the pollutant concentration
is considered to be higher due to stagnation and more influence of vehicular
emissions. It is also located 2km away from the
Site. Hence, the monitoring concentrations at the
Central/Western station is not considered as representative of the Site.
3.3.1.4
There is a monitoring station which is more representative of
the Site than the Central/Western monitoring station which is operated by Hong
Kong Electric Company (HKEC). The monitoring station
was once installed at the roof of the Senior Staff Quarter (Station - SSQ) of
QMH and was located approximately 340m south of the Site.
However, it was suspended after October 2013.
A new one was started to operate from January 2015
at the roof top of Caritas Wu Cheng-chung Secondary
School (Station - CWCSS). It is 360m south-west
of the Site. Hence, there was no monitoring of pollutants
in the year 2014. Table 3.3 below summarised the
latest 5 years of monitoring results for the pollutants of both of the monitoring
stations.
Table 3.3
Air Quality Monitoring Concentrations (μg/m3)
at the Monitoring Stations – SSQ & CWSS (2011 to 2015)
Pollutant
|
Time Averaging Period
|
Station - SSQ
|
Station - CWCSS
|
2011
|
2012
|
2013 1
|
2014 2
|
2015
|
NO2
|
Annual
|
30
|
27
|
21
|
No data
|
30
|
1-hr
(19th Highest)
|
150
|
109
|
149
|
No data
|
152
|
SO2
|
10-min
(4th Highest)
|
No data
|
No data
|
No data
|
No data
|
139
|
24-hr
(4th Highest)
|
35
|
31
|
36
|
No data
|
45
|
Note:
1.
Station
- SSQ was suspended after October 2013. Data for 2013 in the Table above was
up to October and is for reference only.
2.
No monitoring
station was operated at 2014.
3.3.1.5
According to the above monitoring records, there was no exceedance
found for both of NO2 and SO2.
3.3.2
Future Air Quality
3.3.2.1
Hour-by-hour estimated background concentrations for PM10,
SO2, NO2, CO and O3 were provided from the
EPD’s PATH-2016 model. The model covers the whole
Hong Kong area in numbers of grids with spacing of 1km x 1km for each of the
grid. Five years, 2016 to 2020 background concentrations
can be obtained from EPD’s website and it is observed that the air quality would
be improving year by year according to the model results of PATH model.
Refer to EPD’s “Guidelines on Assessing the ‘Total’ Air Quality Impacts’
prescribes a study area of
500m from the project boundary which covers 3 grids (35, 28), (36,
28) and (36, 29) in the PATH model. Table 3.4
below summarised the future background concentrations of the 3 grids
at the nearest year to the commencing year (i.e. 2020).
Table 3.
4
The PATH Background Concentrations at Concerned Grids (μg/m3)
(2020)
Pollutant
|
Averaging Period
|
PATH Grids
|
AQOs
|
35, 28
|
36, 28
|
36, 29
|
NO2
|
Annual
|
27.1
|
21.0
|
25.5
|
40
|
1-hr
(19th Highest)
|
137.5
|
122.2
|
133.3
|
200
|
PM10
|
Annual 1
|
33.1
|
33.3
|
33.0
|
50
|
24-hr 2
(10th Highest)
|
75.3
|
75.8
|
76.0
|
100
|
PM2.5
|
Annual 3
|
23.5
|
23.6
|
23.4
|
35
|
24-hr 4
(10th Highest)
|
56.5
|
56.9
|
57.0
|
75
|
SO2
|
24-hr
(4th Highest)
|
38.6
|
29.5
|
30.6
|
125
|
10-min 5
(4th Highest)
|
254.4
|
151.8
|
171.8
|
500
|
O3
|
8-hr 6
(10th Highest)
|
139.0
|
148.9
|
145.8
|
160
|
CO
|
8-hr6
(Highest)
|
834.0
|
838.0
|
839.9
|
10,000
|
1-hr
(Highest)
|
1011.0
|
1018.8
|
1018.0
|
30,000
|
Note:
1.
For annual
average PM10, adjustment concentration of 15.6mg/m3
is added as per EPD’s Guidelines on Choice of Models and Model Parameters.
2.
For 24-hr
average PM10, adjustment concentration of 26.5mg/m3
is added as per EPD’s Guidelines on Choice of Models and Model Parameters.
3.
As no
annual average PM2.5 provided, a conversion factor of 0.71 is multiplied
to the annual average of PM10 as per EPD’s Guideline on Estimation
of PM2.5 for Air Quality Assessment in Hong Kong.
4.
As no
24-hr average PM2.5 provided, a conversion factor of 0.75 is multiplied
to the 24-hr average of PM10 as per EPD’s Guideline on Estimation
of PM2.5 for Air Quality Assessment in Hong Kong.
5.
Conversion
factors for corresponding stability classes are multiplied to the 1-hr average
of SO2 as per EPD’s Guideline Estimation of 10-min average SO2
Concentration for Air Quality Assessment in Hong Kong.
6.
Daily
maximum running 8-hr average.
3.3.2.2
No exceedance of AQOs was predicted from the PATH background concentrations
at year 2020.
3.3.3
Air Sensitivity Receivers
3.3.3.1
In accordance with the Annex 12 of Technical Memorandum on Environmental
Impact Assessment Process (TM-EIAO), any domestic premises, hotel, hostel, hospital,
clinic, nursery, temporary housing accommodation, school, educational institution,
office, factory, shop, shopping centre , place of public worship, library, court
of law, sports stadium or performing arts centre are considered as Air Sensitive
Receivers (ASRs).
3.3.3.2
Based on Clause 3.4.3.2 and Appendix A – 2(i) of the EIA study
brief, existing and planned ASRs within the 500m study area are considered in
the assessment. Representative ASRs are chosen in
terms of the shortest distances to the proposed helipad and/or the tallest in
different directions around the proposed helipad.
The locations of the representative ASRs are shown in
Figure 3.1
and details are summarised in Table 3.5
below.
Table 3.5
Summary of Representative Air Sensitivity Receivers (ASRs)
ASR ID
|
Name
|
Type of Uses
|
No. of Storeys (Above Ground Level)
|
Height, mPD
|
Approximate Horizontal Distance from the Helipad,
m
|
ASR 1
|
New Block of QMH
|
Hospital
|
27
|
289.2
|
0 to 45m 1
|
ASR 2
|
Block K of QMH
|
Hospital
|
24
|
245.6
|
55
|
ASR3
|
Nurses' Quarters Block A of QMH
|
On-call rooms
|
5
|
183.5
|
243
|
ASR 4
|
Wei Lun Hall
|
Domestic Premises
|
17
|
189.6
|
254
|
ASR 5
|
R.C. Lee Hall
|
Domestic Premises
|
17
|
187.6
|
306
|
ASR 6
|
Lee Hysan Hall
|
Domestic Premises
|
17
|
186.0
|
303
|
ASR 7
|
Madam S.H. HO Residence for Medical Students
|
Domestic Premises
|
9
|
156.6
|
281
|
ASR 8
|
Glamour Court
|
Domestic Premises
|
4
|
109.1
|
315
|
ASR 9
|
Kai Ming Temple
|
Public Worship Place
|
4
|
124.8
|
315
|
ASR 10
|
Greenery Garden
|
Domestic Premises
|
16
|
147.2
|
411
|
ASR 11
|
Yue Yan Mansion
|
Domestic Premises
|
13
|
169.2
|
448
|
Note:
1.
The location
of fresh air intake would be within that range and subject to the future detail
design under D&C contract.
3.3.3.3
For the impact during operation stage, the major pollutant emissions
will be generated from the helicopter when it arrives, idles or departs the
helipad. Representative assessment points were selected
at the worst affected ASRs, New Block (ASR1) and Block K (ASR 2) of QMH, due
to the shortest distance to the emissions of helicopter operation modes.
3.4
Construction Stage
3.4.1
Identification of Impact
3.4.1.1
The Proposed Helipad will be built on the rooftop at 299.4mPD
height of the New Block. The proposed construction
period would be a year between 2022 and 2024. Referring
to Section 2.5 of the proposed construction method, the main structure of the
helipad is likely to be constructed by in-situ concrete and prefabricated steel
members. The construction time for the proposed
construction method would be shorten comparing to the in-situ concrete method.
No piling of materials would be stored and gaseous emission from construction
plant would be limited. It is also anticipated that
only limited amount of C&D materials would be generated from its construction
activities and there will be about 1 truck per week for transportation of the
C&D materials only. The construction impact
of the New Block is not applicable in this assessment.
3.4.1.2
Therefore, the construction work for the construction of the proposed
helipad is not considered to be dusty and should not cause any adverse dust
nuisance. With the
implementation of dust control measures stipulated under Air Pollution
Control (Construction Dust) Regulation, no adverse dust impact is anticipated.
Quantitative assessment is not necessary.
3.4.2
Cumulative Impact
3.4.2.1
At the time of construction of the Proposed Helipad, there will
be only one concurrent construction work within 500m of the Site which is the
finishing works and building services installation works at the New Block.
These works will not generate significant amount of fugitive dust.
Therefore, no adverse cumulative construction impact is anticipated.
3.4.3
Recommended Mitigation Measures
3.4.3.1
The use of in-situ concrete and prefabricated steel members method
would shorten the construction time, thus reduces dust generation comparing
to in-situ concrete method.
3.4.3.2
Although there is no significant fugitive dust impact, relevant
dust control measures as recommended in the Air Pollution Control (Construction
Dust) Regulation shall also be implemented. These
shall include:
·
Restricting heights from which materials are to be dropped,
as far as practicable to minimise the fugitive dust arising from unloading/
loading;
·
Immediately before leaving a construction site, all vehicles
shall be washed to remove any dusty materials from its body and wheels;
·
All spraying of materials and surfaces should avoid excessive
water usage;
·
Where a vehicle leaving a construction site is carrying
a load of dusty materials, the load shall be covered entirely by clean impervious
sheeting to ensure that the dusty materials do not leak from the vehicle;
·
Travelling speeds should be controlled to reduce traffic
induced dust dispersion and re-suspension within the site from the operating
haul trucks;
·
All dusty materials shall be sprayed with water immediately
prior to any loading, unloading or transfer operation so as to maintain the
dusty materials wet.
3.4.4
Residual Impact
3.4.4.1
No exceedance of relevant AQOs and TM-EIAO is anticipated in consideration
of the low dust emission with implementation of dust control measures.
Therefore no residual impact during construction
phase of the proposed development is anticipated.
3.4.5
Environmental Monitoring and Audit Requirements
3.4.5.1
It is necessary to ensure proper implementation of the dust control
measures as required under the Air Pollution Control (Construction Dust) Regulation.
No specific construction dust monitoring is necessary.
Site environmental audits are recommended to ensure proper implementation
of dust control measures.
3.5
Operation Stage
3.5.1
Air Quality Impact – Helicopter Operation
3.5.1.1
The engine exhaust
from the helicopter is the only air pollution source for the proposed development.
No odour emission is considered to be generated from the engine exhaust
of the operation of helicopter.
3.5.1.2
The proposed flight sectors will be at North-to-west and South.
The emissions from the operation modes of the Landing and Take-off cycle
(LTO) of the helicopter within the study area as described below are included
in the assessment. The emission from the Cruise
/ Flyover mode is ignored as it is outside the study area and the typical flight
height of the mode is more than 450mPD that is more than 150m above of the highest
ASR (New Block). Hence, it is considered to have
negligible impact to the ASRs from the Cruise / Flyover mode.
The operation duration of the LTO of the helicopter is short and the
duration of each of the operation modes of the LTO for the assessment is listed
below. The total time is approximately 7 minutes
only.
·
Approach:
within 60 sec.;
·
Hovering (Approach):
within 5 sec.;
·
Touchdown: within 3 sec.;
·
Idling: 5 minutes;
·
Lift-off: within 3 sec.;
·
Hovering (Departure):
within 5 sec.;
·
Take-off: within 60 sec.
3.5.1.3
The proposed new helipad in QMH is for medical emergencies only.
According to the past record of the number of emergency helicopter operation
in PYNEH between 2010 and 2015, the average daily emergency helicopter operation
was less than one.
Identification
of Key Pollutant of Concern
3.5.1.4
In consideration of such short duration
of the LTO (~ 7 minutes) and low frequency of the emergency helicopter operation
(< 1 helicopter per day in average), the impact of the helicopter emission
is short-term only. The emission impact for longer
term, e.g. 1 hour or longer is considered to be minimal as pollutants will be
further dispersed and diluted with the ambient air.
Referring to the AQOs, 10-min average SO2 is the appropriate
AQO in assessing the operation impact upon the ASRs.
The AQOs for the other pollutants are in longer time averaging periods,
the impacts for the pollutants are considered to be minimal.
Air Pollutant Emission Rates
3.5.1.5
The proposed type of helicopter will be Airbus H175 and the fuel
to be used will be Jet A-1 kerosene as advised by GFS. The total sulphur
content of the fuel is 0.3% in weight and the technical specification of H175
are summarised in
Appendix
3.1. The emission rates
of different operation modes of the LTO of helicopter were referred to
‘Guidance on the Determination of Helicopter Emissions’ by Swiss
Confederation 2015. Detailed calculations
of emission rates for each operation mode are presented in
Appendix 3.2.
Representative Air Quality Impact Assessment Points
3.5.1.6
As discussed in Section 3.3.3.3, the New Block (ASR 1) and Block
K (ASR 2) of QMH are in close proximity to the proposed helipad and flight path
which are expected to have the highest air quality impact from the operation
of the Project. Therefore, the ASR 1 and ASR 2 are selected as the representative
ASRs for the assessment.
3.5.1.7
As the exact locations of fresh air intakes for the New Block
are not confirmed yet, assessment points along the building facades at lowest,
middle and highest levels were considered. The nearest locations at the
building facades to the engine exhaust of the operation of helicopter when it
arrives, idles or departs the helipad were selected as the worst affected assessment
points (i.e. A1a to A1d) for the assessment.
3.5.1.8
The locations of fresh air
intake of Block K were provided by HA. The worst affected fresh air intake
locations (A2a to A2d) were then chosen in the assessment at the lowest, middle
and highest levels. The representative assessment points are shown in
Figure 3.2
and the details of assessment levels including floor levels and heights are
presented in
Appendix 3.3.
Meteorological Conditions
3.5.1.9
The WRF meteorological data at the latest year 2010 extracted from the
PATH model for grids covered the study area as above, i.e. (35, 28), (36, 28)
and (36, 29) was processed by AERMET modelling into the format that was employed
for the dispersion model. The mixing heights of WRF that is lower than
the minimum mixing height measured at King’s Park meteorological station in
year 2010 (i.e. 121.3m) were replaced with the minimum height of the King’s
Park weather station.
3.5.1.10
Surface characteristics parameters, i.e. albedo, Bowen ratio and surface
roughness for the 3 grids are presented in
Appendix 3.2.
Assessment Methodology and Assumptions
3.5.1.11
Pollutant concentrations were assessed based
on “Guidelines on Choice of Models and Model Parameters” issued by EPD.
AERMOD was used for assessing the pollutant concentration for non-road type
sources.
3.5.1.12
In accordance with “Guidelines on the Estimation of 10-minute
Average SO2 Concentration for Air Quality Assessment in Hong Kong”,
the
stability-dependent multiplicative
factors for converting 1-hr average concentration to
10-min average SO2
concentration
are extracted and provided in Table 3.6
below.
Table 3.6
Conversion Factors for 1-hour
average SO2 to 10-min Average SO2 Concentration
Stability Class
|
A
|
B
|
C
|
D
|
E
|
F
|
Conversion Factor
|
2.45
|
2.45
|
1.82
|
1.43
|
1.35
|
1.35
|
3.5.1.13
As per the flight sectors as presented in
Figure 2.6,
flight paths nearest to the representative assessment points (N90ºW and
S8ºW) were considered to have highest emission impact from the
helicopter operation and selected in the quantitative assessment as conservative
case. The locations of selected flight paths
and emission of the operation of helicopter within the study area are shown
in
Figure 3.3.
3.5.1.14
The exhaust from the helicopter should
readily be dissipated sideways and downwards by the main rotor blades of the
helicopter and then reflected upwards by the helipad. Therefore, the downwash
effect of emission from helicopter is not considered to be significant.
3.5.1.15
Noise barriers are recommended to be installed at west and south-east
roof edges of New Block as part of the noise mitigation measures. Details
of the barriers are provided in Section 4.6. The top level of the barriers
is at 286.4mPD which is lower than the proposed helipad and the highest assessment
level of New Block (i.e. Level 27, 289.2mPD), hence there is no effect of noise
barriers to the highest assessment level of New Block. For the rest of
the representative assessment points at the lower levels, effect of barriers
was not assessed for conservative case.
3.5.1.16
As the helicopter operation is not scheduled,
the modelling of emission of a helicopter throughout each hour of a year is
adopted in order to obtain the worst concentration.
Assessment Results – Helicopter Emission Only
3.5.1.17
The maximum of predicted 4th highest 10-min average
SO2 concentrations at the representative assessment points are summarised
in Table 3.7
below. The predicted concentrations at other
levels of the representative assessment points are shown in
Appendix 3.3.
Table 3.
7
Predicted 4th Highest 10-min Average
SO2 Concentration at Worst Affected Assessment Points (Emission from
the Helicopter Operation only)
ASR
|
Height, mPD
|
Horizontal Distance from the Centre
of Helipad, m
|
10-min Average SO2 Concentration
(μg/m3)
4th Highest
|
A1a – New Block
|
289.2
|
13.0
|
23.2
|
A2a – Block K
|
245.6
|
96.5
|
2.2
|
3.5.2
Cumulative Air Quality Impact
Emissions
from nearby chimneys
3.5.2.1
Five chimneys were identified within the study area.
All of them are located on the roof of Block K.
Based on information provided by HA, three chimneys are connected to
three boilers which are operated continuously while the remaining two are connected
to two incinerators which are no longer in use. Towngas is the primary fuel and diesel is used as backup fuel for emergency
only.
3.5.2.2
There will be three new chimneys to be installed on the roof of the New
Block which will be connected to three proposed boilers. Towngas will
also be used as the primary fuel and diesel will be the emergency backup fuel
for the proposed boilers. The final design of the boilers and chimneys
will be carried out by the future D&C contractor in the later stage.
3.5.2.3
As Towngas is classified as clean fuel with ultra-low sulphur content.
Therefore, the impact of chimney emission for SO2 is considered to
be negligible.
Vehicular Emissions
3.5.2.4
The only air emission during the operation of the Project is the
engine exhausts from the helicopters. There is large
vertical separation distance between the helipad and road vehicles (over 160m).
In addition, ultra-low sulphur fuel is used for all vehicles
in Hong Kong, the vehicular emission of SO2 is considered to be negligible.
Background Air Quality
3.5.2.5
EPD’s PATH background hourly SO2 concentration at 2020,
i.e. the nearest year to the commencing year of the helipad were employed for
the assessment. The representative assessment points
are located within PATH grid (36, 28). The conversion
factor as described in the Table 3.6 was used to estimate
the 10-min average background SO2 concentrations from the hourly
concentrations. Table 3.8 below summarised the
4th highest 10-min average SO2 background concentrations
of the grid (36, 28) at the year 2020.
Table 3.8
The 4th Highest 10-min Average SO2 Background Concentrations
(μg/m3)
(2020)
Pollutant
|
Averaging Period
|
PATH Grid
|
36, 28
|
SO2
|
10-min 1
(4th Highest)
|
151.8
|
Note:
1.
Conversion
factors for corresponding stability classes are multiplied to the 1-hr average
of SO2 as per EPD’s Guideline Estimation of 10-min average SO2
Concentration for Air Quality Assessment in Hong Kong.
Cumulative Impact
3.5.2.6
In order to evaluate the total
air quality impact on the representative assessment points, the cumulative air
quality impacts for the emissions from the operation of the proposed helipad
of 10-min average SO2 and the background concentrations extracted
from the EPD’s PATH model were considered in this assessment.
3.5.2.7
The predicted maximum 4th
highest 10-min average SO2 concentrations of representative assessment
points are presented in Table 3.9
below. The contour for the 4th
highest 10-min average SO2 concentration at the worst affected height,
289.2mPD of the assessment points is presented in
Figure 3.4.
Table 3.9
Predicted 4th Highest 10-min Average
SO2 Concentration at Worst Affected Assessment Points (Cumulative
Impact)
ASR
|
Height, mPD
|
Horizontal Distance from the Centre
of Helipad, m
|
4th Highest 10-min Average
SO2 Concentration, μg/m3
|
Helicopter Operation
|
Background Concentration
|
Cumulative Impact
|
AQO Limit
|
A1c – New Block
|
289.2
|
45
|
1.6
|
151.8
|
153.4
|
500
|
A2d – Block K
|
245.6
|
74
|
0.2
|
151.8
|
152.0
|
500
|
3.5.2.8
Refer to the results above,
no exceedance of the 10-min average SO2 is predicted.
The background concentrations contribute the most of the cumulative SO2
concentration. Detail results of the predicted concentrations
are shown in
Appendix 3.3.
3.5.2.9
The cumulative impact at the worst assessment points is predicted
to be far below the AQO, therefore the cumulative impact of the operation of
the Proposed Helipad is minimal.
3.5.3
Recommended Mitigation Measures
3.5.3.1
No adverse air quality impact is expected during the operation
of the Proposed Helipad as no exceedance of the AQO. Therefore,
no mitigation measure is required.
3.5.4
Residual Impact
3.5.4.1
As the predicted concentrations at
ASRs comply with the AQO, there is no residual impact.
3.5.5
Environmental Monitoring and Audit Requirements
3.5.5.1
Based on the findings above, the air
quality impact of the Proposed Helipad operation will comply with the AQO.
Environmental monitoring and audit programme
will not be required.
3.6
Conclusion
3.6.1.1
This Section has identified potential sources of air quality impact
during Project construction and operation.
3.6.1.2
The Project does not include works that may generate fugitive
dust but further construction dust control as stipulated under the Air Pollution
Control (Construction Dust) Regulation shall be implemented in order to minimise
the impact. Therefore, no specific construction
dust monitoring is necessary, although regular environmental audits are recommended
to ensure proper implementation of the dust control measures.
3.6.1.3
Regarding Project operation, the helipad will be used for medical
emergencies only and the duration of landing and take-off of a helicopter would
be less than 10 minutes. According
to the modelling results,
the air quality impact of the
operation of the Proposed Helipad will comply with the AQO.
Hence, no adverse impact is anticipated.
3.6.1.4
Overall, no adverse air quality impacts are anticipated from Project
construction or operation.