3.0      Air Quality. 3-1

3.1            Introduction. 3-1

3.2            Environmental Legislation, Standards and Guidelines. 3-1

3.3            Existing Environment 3-3

3.4            Identification of Air Sensitive Receivers. 3-4

3.5            Construction Phase Impact Assessment 3-8

3.6            Operational Phase Impact Assessment 3-8

3.7            Residual Impacts. 3-23

3.8            Environmental Monitoring and Audit 3-23

3.9            Conclusions. 3-24

 

TABLES

Table 3.1         Hong Kong Air Quality Objectives

Table 3.2         Kwun Tong Air Quality Monitoring Station Results (2015-2019)

Table 3.3         CO Concentrations at EPD Mong Kok AQMS (2015 to 2019)

Table 3.4         Background Concentrations from PATH Year 2020

Table 3.5         Representative Air Sensitive Receivers (ASRs)

Table 3.6         Total Quantity of Pollutant per Helicopter Flight

Table 3.7         Stability Conversion Factor

Table 3.8         Kai Tak Cruise Terminal Emissions Data

Table 3.9         Cumulative Assessment Result during Operational Phase

 

FIGURES

Figure 3.1       Location of Air Sensitive Receivers

Figure 3.2       Schematic Helicopter Flight Path

Figure 3.3       Location of Cumulative Pollution Source

Figure 3.4       Location of Pollution Sources within 4km

Figure 3.5       Contour Plots of Cumulative Air Quality Impact Assessment (SO2 10-mins) at 95mPD (Flight Path ¡V N1&N2)

Figure 3.6       Contour Plots of Cumulative Air Quality Impact Assessment (SO2 10-mins) at 95mPD (Flight Path ¡V N3&N4)

Figure 3.7       Contour Plots of Cumulative Air Quality Impact Assessment (SO2 10-mins) at 95mPD (Flight Path ¡V SW1&SW2)

 

APPENDICES

Appendix 3A   Correspondence with GFS

Appendix 3B   Calculation of Helicopter Emission

Appendix 3C   NOT USED

Appendix 3D   Locations of Environmental Paver

Appendix 3E   Correspondence with Training Authority Clothing Industrial Kowloon Bay Training Centre

Appendix 3F   Correspondence with Hospital Authority

Appendix 3G   Correspondence with CEDD

Appendix 3H   Correspondence with FEHD and Towngas

Appendix 3I     Correspondence with T2 Engineer Representative

Appendix 3J    Emission Factors of Marine Emission Sources within 500m Assessment Area

Appendix 3K   Cruise Terminal Schedule

Appendix 3L    Emission Factors of Cruise Terminal

Appendix 3M  Correspondence with Cruise Terminal

Appendix 3N   Detailed Assumptions of AERMET

Appendix 3O   AERMOD input parameters

Appendix 3P   Detailed Breakdown of Air Quality Impact Assessment


3.0              Air Quality

 

3.1                Introduction

 

3.1.1.1       The New Acute Hospital (NAH) in the Kai Tak Development Area will be a new major acute general hospital located in central Kowloon region and provide 24-hour Accident and Emergency, in-patient, out-patient, ambulatory and rehabilitation services, in addition to being a designated trauma centre. As part of the acute hospital with trauma facilities, a helipad (the Project) will be built at the rooftop of the Acute Block of the NAH, where the Accident & Emergency Department and trauma centre will be located.

3.1.1.2       This section presents an air quality impact assessment of the Project, identifying the air quality issues, assessing the potential for construction and operational phase impacts and recommending mitigation measures where necessary. 

3.2                Environmental Legislation, Standards and Guidelines

3.2.1           Background

3.2.1.1       The air quality impact assessment has made reference to the criteria from the Hong Kong Planning Standards and Guidelines (HKPSG), the Air Pollution Control Ordinance (APCO) (Cap 311), and Annex 4 of the Technical Memorandum on Environmental Impact Assessment Process (TM-EIAO).

3.2.2           Environmental Impact Assessment Ordinance (Cap 499)

3.2.2.1       Reference to the EIAO and the associated TM-EIAO has been made for the assessment of air quality impacts.  Annexes 4 and 12 of the TM-EIAO set out the criteria and guidelines for evaluating air quality impacts.

3.2.3           Air Quality Objectives

3.2.3.1       The APCO provides a regulatory framework for controlling air pollutants from a variety of stationary and mobile sources and encompasses a number of Air Quality Objectives (AQOs). Moreover, the Government¡¦s overall policy objectives for air pollution are laid down in Chapter 9 of the HKPSG as follows:

¡P           Limit the contamination of the air in Hong Kong, through land use planning and through the enforcement of the APCO, to safeguard the health and well-being of the community; and

 

¡P           Ensure that the AQOs for 7 common air pollutants are met as soon as possible.

 

3.2.3.2       The prevailing Air Quality Objectives (AQOs) represent the current policy of the Government as regards the acceptable level of air pollutants having taken into account a number of factors including public health.

3.2.3.3       The prevailing AQOs are benchmarked against a combination of interim and ultimate air quality targets in the World Health Organisation Air Quality Guidelines (WHO Guidelines) which are promulgated for protection of public health.

3.2.3.4       The AQOs stipulate concentrations for a range of pollutants namely sulphur dioxide (SO2), respirable suspended particulates (RSP), fine suspended particulates (FSP), nitrogen dioxide (NO2), carbon monoxide (CO), Ozone (O3) and lead (Pb).  The AQOs are shown in Table 3.1.

Table 3.1    Hong Kong Air Quality Objectives

Pollutant

Concentration(i) mg/m3 Averaging Time

10 Minutes

1 Hour

8 Hours

24 Hours

1 Year

Sulphur Dioxide (SO2)

500

(3)

¡V

¡V

125

(3)

¡V

Respirable Suspended

Particulates (RSP)

¡V

¡V

¡V

100

(9)

50

(0)

Fine Suspended Particulates (FSP)

¡V

¡V

¡V

75

(9)

35

(0)

Nitrogen Dioxide (NO2)

¡V

200

(18)

¡V

¡V

40

(0)

Carbon Monoxide (CO)

¡V

30,000

(0)

10,000

(0)

¡V

¡V

Ozone (O3)

¡V

¡V

160

(9)

¡V

¡V

Lead (Pb)

¡V

¡V

¡V

¡V

0.5

(0)

                       i.       Measured at 298K (25¢XC) and 101.325 kPa (one atmosphere)

                      ii.       Numbers in brackets ¡§( )¡¨ indicates the number of exceedances allowed.

3.2.3.5         The TM-EIAO stipulates that the hourly total suspended particulates (TSP) level should not exceed 500 mg/m3 (measured at 25¢XC and one atmosphere) and this objective is relevant to the construction dust impact assessment.  Standard mitigation measures for construction sites are specified in the Air Pollution Control (Construction Dust) Regulation.  Notifiable and regulatory works are, also, under the control of the Air Pollution Control (Construction Dust) Regulation, to which the Environmental Protection Department should be informed.

3.2.4           Air Pollution Control (Construction Dust) Regulation

3.2.4.1       The Air Pollution Control (Construction Dust) Regulation specifies processes that require special dust control.  The Contractors are required to inform EPD and adopt proper dust suppression measures while carrying out ¡§Notifiable Works¡¨ (which requires prior notification by the regulation) and ¡§Regulatory Works¡¨ to meet the requirements as defined under the regulation.

3.2.5           Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation

3.2.5.1       The Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation came into effect on 1 June 2015.  Under the Regulation, non-road mobile machinery (NRMMs), except those exempted, are required to comply with the prescribed emission standards.  From 1 September 2015, all regulated machines sold or leased for use in Hong Kong must be approved or exempted with a proper label in a prescribed format issued by EPD.  Starting from 1 December 2015, only approved or exempted NRMMs with a proper label are allowed to be used in specified activities and locations including construction sites.  The Contractor would be required to ensure the adopted machines or non-road vehicle under this Project could meet the prescribed emission standards and requirements.

3.3                Existing Environment

3.3.1           Background

3.3.1.1       As shown in Figure 1.1, the proposed helipad will be located on the rooftop of the proposed Acute Block of the NAH.

3.3.1.2       The existing air sensitive receivers (ASRs) in the Assessment Area comprise mainly commercial buildings, such as the Pacific Trade Centre and Octa Tower etc., planned residential buildings and the Hong Kong Children¡¦s Hospital.  The Kwun Tong Bypass and Kai Fuk Road are located in the vicinity of the proposed NAH and their vehicular emissions form the major contributions to background air quality in this location.

3.3.2           Air Quality in East Kowloon District

3.3.2.1       The nearest Environmental Protection Department (EPD) Air Quality Monitoring Station (AQMS) to the Project site is the Kwun Tong AQMS located at Kwun Tong Police Station, which is approximately 2km north-east of the Project Site.  The latest 5 years of air quality data, that is, 2015 to 2019, at the Kwun Tong AQMS are summarised in Table 3.2, depicting the trend in air quality.

Table 3.2    Kwun Tong Air Quality Monitoring Station Results (2015-2019)

Pollutant

Averaging Period

Concentration (µg/m3)

2015

2016

2017

2018

2019

5 Year Average

Corres-

ponding AQO

SO2

10-min (4th 

Highest)

79

53

53

51

41

55

500

24-hr (4th Highest)

22

17

19

12

11

16

125

PM10

24-hr (10th Highest)

99

89

84

78

73

85

100

Annual

44

37

39

38

38

39

50

PM2.5

24-hr (10th 

Highest)

65

50

53

45

44

51

75

Annual

27

23

23

22

21

23

35

NO2

1-hr (19th

Highest)

271

200

199

178

184

206

200

Annual

55

54

44

43

45

48

40

O3 

8-hr (10th 

Highest)

130

116

135

130

150

132

160

  Note: Shaded cell denotes exceedance of relevant AQOs.

 

3.3.2.2       Exceedances were found for 1-hr average for NO2 in 2015 and exceedances of the annual average NO2 were observed in the last 5 years.

3.3.2.3       Carbon Monoxide (CO) has not been monitored at the Kwun Tong AQMS.  The closest monitoring station with CO monitoring data is at Mong Kok, which is a road side station.  The latest 5 years of CO data, that is, 2015 to 2019, are summarised in Table 3.3 below, with the CO data presented as 1-hour and 8-hours averages.

 

 

 

Table 3.3:   CO Concentrations at EPD Mong Kok AQMS (2015 to 2019)

Pollutant

Averaging Period

Concentration (µg/m3)

2015

2016

2017

2018

2019

5 Year Average

Corresponding AQO

CO

Highest 1-hour Average (µg/m3)

3410

2570

2390

2340

2280

2598

30,000

Highest 8-hour Average (µg/m3)

2303

1911

2156

2041

2103

2103

10,000

 

3.3.2.4       Hourly background concentrations of NO2, PM10, PM2.5, SO2, O3 and CO have, also, been extracted from the EPD¡¦s Pollutants in the Atmosphere and their Transport over Hong Kong (PATH) 2016 model.  PATH model is set up on a three-dimensional grid system with horizontal nesting.  All the major emission sources and meteorological information in Hong Kong, the PRD Region and other Mainland areas outside the PRD region have been included in PATH model.  Detailed emission sources adopted in the PATH model can be found in Section 6 and 8 of EPD¡¦s Guidelines for Local-Scale Air Quality Assessment Using Models.  The Assessment Area is covered by the PATH grids (43, 32), (43, 33), (44, 32) and (44, 33) as shown in Figure 3.1 and Table 3.4 below provides a summary of the background levels from PATH, compared against the existing AQOs.  The nearest year, that is, 2020, available from the EPD¡¦s website has been utilised. 

     Table 3.4    Background Concentrations from PATH Year 2020

Pollutant

Corres-

ponding AQO (£gg/m3)(1)

Value in PATH Grid Cell (£gg/m3)(3)

43_32

43_33

44_32

44_33

SO2 4th highest 24-hour

125 [3]

26

25

26

22

SO2 4th highest 10-min(2)

500 [3]

110

112

110

112

PM10 10th highest 24-hour

100 [9]

82

77

83

77

PM10 Annual

50

38

34

41

34

PM2.5 10th highest 24-hour

75 [9]

62

57

62

58

PM2.5 Annual

35

27

24

29

24

NO2 19th highest 1-hour

200 [18]

132

121

131

122

NO2 Annual

40

29

25

26

27

O3 10th highest 8-hour

160 [9]

137

142

140

140

CO Maximum 1-hour

30,000

1006

1,006

1,005

1,008

CO Maximum 8-hour

10,000

836

836

839

840

Note (1): Numbers in brackets [  ] denote the number of exceedances allowed.

Note (2): Conversion factors have been referenced from the ¡§EPD¡¦s Guidelines on the Estimation of 10-minute Average SO2 Concentration for Air Quality in Hong Kong¡¨ to convert the 1-hr average concentration of SO2.

Note (3): The PATH background concentrations as presented in the table above do not include the near-field impacts from the Tier 1 & 2 emission sources to the air sensitive receivers.

 

3.3.2.5       With respect to the future background air quality predicted by PATH in Table 3.4, all values are below the relevant AQOs.

3.4                Identification of Air Sensitive Receivers

3.4.1.1       The Assessment Area for the air quality impact assessment is identified by a distance of 500m from the boundary of the Project site and includes the relevant sensitive receivers taken from the list of potential ASRs listed in the TM-EIAO, namely, domestic premises, hotels, hostels, hospitals, medical clinics, nurseries, temporary housing accommodation, schools, educational institutions, offices, factories, shops, shopping centres, places of public worship, libraries, courts of law, sports stadiums or performing arts centres.

3.4.1.2       Existing and planned ASRs within this 500m Assessment Area have been identified with reference to the latest information provided on the survey maps, topographic maps, aerial photos, land status plans and confirmed by various site surveys undertaken. 

3.4.1.3       With reference to the Kwun Tong (South) Outline Zoning Plan (OZP) No. S/K14S/22, Ngau Tau Kok & Kowloon Bay OZP No. S/K13/30 and Kai Tak OZP No. S/K22/6, the existing ASRs comprise Government, Institution or Community (GIC) uses, other specific uses (OU) and open space (O) etc.  Details of the identified representative ASRs are shown in Figure 3.1 and summarised in Table 3.5.

 


Table 3.5         Representative Air Sensitive Receivers (ASRs)

ASR Description

Assessment Point

Landuse[1]

Approximate Horizontal Distance to Project Site Boundary

(m)

Building Height Limit (mPD)

Equipped with Centralized Air-Conditioning System

Location of Fresh Air Intake

Planned Acute Hospital (Acute Building in Site A)

ACU 1-17

G/IC

Located under the proposed helipad

100

Y

Under detailed design [2][3]

Planned Acute Hospital (Admin Building in Site A)

ADM 1-9

G/IC

50

100

Y

Planned Acute Hospital (Education Building in Site A)

EDU 1-13

G/IC

190

100

Y

Planned Acute Hospital (Oncology Building in Site B)

ONC 1-9

G/IC

200

60

Y

Planned Acute Hospital (SOPC Building in Site B)

SOP 1-9

G/IC

320

60

Y

Transport Department New Kowloon Bay Vehicle Examination Centre (Planned Commercial Development cum EFLS Deport and Station)

ASR 1

G/IC

115

40

N

N/A

Hong Kong Police Vehicle Detention and Examination Centre Kowloon Bay

ASR 2

G/IC

260

40

N

N/A

Kai Tak Fire Station

ASR 3, ASR 51-52

G/IC

110

45

Y

[2]

Pacific Trade Centre

ASR 4, ASR 53-55

C

217

100

Y

[2]

Existing Kerry Dangerous Goods Warehouse

ASR 6, ASR 70 ¡V 72

C

250

100

N

N/A

Planned Residential Area at Cheung Yip Street (Existing Citybus Kowloon Bay Parking Site)

ASR 7, ASR 64 ¡V 66

R

155

100

N

N/A

Planned Residential Area at Shing Fung Road

ASR 9

R

440

110

N

N/A

Planned Residential Area at Shing Fung Road

ASR 10

R

410

120

N

N/A

Planned Residential Area at Shing Fung Road

ASR 11

R

400

110

N

N/A

Planned Residential Area at Shing Fung Road

ASR 12

R

420

95

N

N/A

Hong Kong Children¡¦s Hospital

ASR 33 ¡V 50

G/IC

80

60

Y

[2]

Enterprise Square Five

ASR 15

OU

330

170

Y

[2]

Manhattan Place

ASR 16

OU

330

170

Y

[2]

One Kowloon

ASR 17

C

430

170

Y

[2]

Yip On Factory Estate Block 1

ASR 18

OU

360

120

N

N/A

Sunshine Kowloon Bay Cargo Centre

ASR 19

OU

350

120

N

N/A

Water Supplies Department Kowloon East Regional Building

ASR 20

G/IC

370

60

Y

[2]

Fortune Industrial Building

ASR 21

OU

425

100

N

N/A

The Quayside

ASR 22

OU

360

100

Y

[2]

Manulife Tower

ASR 23

OU

440

100

Y

[2]

Transport Department Kowloon Bay Vehicle Examination Centre

ASR 24

G/IC

200

40

N

N/A

Kowloon Bay Transfer Station

ASR 25

OU

230

40

N

N/A

Enterprise Square Three

ASR 28

OU

310

170

Y

[2]

Yip On Factory Estate Block 2

ASR 29

OU

330

120

N

N/A

Commercial Building (under construction)

ASR 30

OU

260

120

Unknown

[2]

Ngau Tau Kok Telephone Exchange

ASR 31

G/IC

430

40

N

N/A

Construction Industry Council Training Academy Kowloon Bay Training Centre

ASR 32

G/IC

480

40

N

N/A

Kowloon Godown

ASR 56 ¡V 59

C

290

100

N

N/A

Octa Tower

ASR 60 ¡V 63

C

170

100

Y

[2]

Planned Residential Area at Cheung Yip Street (Existing Public Works Central Laboratory Building)

ASR 67 ¡V 69

R

180

80

N

N/A

Note:            [1] R: Residential; OU: Other Specific Uses; G/IC: Government/ Institution and Community; C: Commercial

                      [2] The locations of fresh air intake were assumed to be at the highest, middle and lowest height of the ASR for assessment purposes

         [3] The fresh air intake of the Acute Block will be designed to locate away from the helipad as far as practicable in accordance to the requirements stated in Federal Aviation Administration¡¦s Advisory Circular for Heliport Design (https://www.faa.gov/documentLibrary/media/Advisory_Circular/150_5390_2c.pdf)


3.5                Construction Phase Impact Assessment

3.5.1.1       The proposed helipad will be located on the rooftop of the new Acute Block of the NAH at about +119.15mPD in height.  The anticipated construction period would last approximately 12 months from Q4 2023 to Q4 2024.  The helipad deck and associated supporting structural frame would be constructed by aluminium/steel structure which will be prefabricated off-site and assembles only at the site.  Therefore, no significant excavation or on-site construction would be undertaken and, therefore, stockpiling of materials would be limited.  Also, only a negligible amount of construction and demolition (C&D) material will be generated from the construction activities.  In addition, there will be no off-site works area or casting yard for this Project.  No concreting works is required for this Project.

3.5.1.2       Based on the above, the construction of the proposed helipad would not be considered to cause significant dust impacts.  In addition, only a limited amount of equipment would be required for the helipad works including a tower crane and welding set etc., and as such emissions from such equipment would not be expected to be significant.

3.5.1.3       With the implementation of sufficient dust suppression measures as stipulated under Air Pollution Control (Construction Dust) Regulation and Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation, adverse air quality impacts would not be anticipated.  

3.5.1.4       Guidelines stipulated in EPD¡¦s Recommended Pollution Control Clauses for Construction Contracts should also be incorporated in the contract documents to abate dust impacts.

3.5.1.5       As noted above, the helipad one-year construction period would be between Quarter 4 of 2023 to Quarter 4 of 2024, with the proposed commissioning of the helipad in Quarter 4 of 2025.  Key concurrent projects which may contribute to any air quality impacts during the construction phase, as shown in Table 2.6, would be the Central Kowloon Route (CKR) ¡V Slip Road S5, Trunk Road T2 and the NAH building itself.  As the construction works of CKR and T2 are located at the ground level near the NAH and the separation distances between the proposed helipad and these works are more than 100m, cumulative impacts from these CKR and T2 works would be considered minimal.  Given the major superstructure construction works of the NAH building itself is estimated to be completed in Q3 of 2023, it is anticipated that there would be no major construction works of NAH remaining when the helipad construction commences and, therefore, the potential for cumulative impacts from NAH is considered minimal.

3.6                Operational Phase Impact Assessment

3.6.1           Identification of Project Pollution Sources

Background

3.6.1.1       Potential air quality impacts during the operational phase of the proposed roof helipad would be generated from the engine exhaust from the helicopter using the facility.  Odour is not expected to be generated from the engine exhaust. 

3.6.1.2       The proposed flight sectors will be in the north and south-to-east directions.  Figure 3.2 presents the preliminary flight path of the Project.  Within the Assessment Area, the emissions from the operation modes associated with the LTO cycles of the helicopter to be assessed are described below:

Non-lateral Movements

¡P                    Hovering: Helicopter turns on the spot over the helipad to achieve the desirable orientation for touchdown / lift-off;

¡P                    Touchdown: Helicopter descends on the helipad surface;

¡P                    Idling: Helicopter remains on the helipad surface with its rotary blades kept running; and

¡P                    Lift-off: Helicopter ascends vertically from the helipad surface to achieve a hover before departure.

Lateral Movements

¡P                    Approach: Helicopter approaches the helipad while it is descending at an angle to the helipad surface;

¡P                    Take-off: Helicopter leaves the helipad while it is climbing up at an angle to the helipad surface; and

¡P                    Flyover: Helicopter cruises before approach or after take-off.

3.6.1.3       Difference operation modes will have different operational power and duration and, hence, the emissions of each mode would be different.  The non-lateral movements within the helipad and the lateral movements of Approach and Take-off are located within the assessment area and, hence, have been evaluated in this EIA.

3.6.1.4       The Flyover mode, however, will only occur outside the Assessment Area, with typical flight height of this mode being more than 450mPD, which is greater than 330m above the highest ASR (Acute Block) and, hence, would be considered to have a negligible impact on the ASRs.   Thus, the emissions from the Flyover mode have not been assessed further.

3.6.2           Literature Review on Helicopter Emissions

Local Regulations/ Guidelines

3.6.2.1       In Hong Kong, the principal legislation to govern the air quality impact is the Air Pollution Control Ordinance and its subsidiary Regulations as stated in Section 3.2.3. AQO for 7 common air pollutants as provided in Table 3.1 are met as soon as possible.

3.6.2.2       Apart from the AQO, The Hong Kong Planning Standards and Guidelines (HKPSG) is a government manual of criteria for determining the scale, location and site requirements of various land uses and facilities.  As stated in Figure 2.2 of Chapter 9 of HKPSG, the helipads are likely to cause significant noise concern (Type III) whereas no specific classification of air quality concern from the helipads are anticipated.  (ref: https://www.pland.gov.hk/pland_en/tech_doc/hkpsg/full/pdf/ch9.pdf)

3.6.2.3       In addition, there is no local regulation to govern the emissions of helicopter, as confirmed with GFS.  The correspondence with GFS is shown in Appendix 3A.

International Regulations/ Guidelines

3.6.2.4       An international literature review has been undertaken of helipads, including helipads designated for emergency medical use, in other jurisdictions to determine the importance and focus other countries place on the assessment of air quality from such facilities.

3.6.2.5       Air ambulance helicopters, as they are termed in the United Kingdom (UK), form an essential part of the UK¡¦s pre-hospital response to patients suffering life threatening injuries or illnesses.  Based on this, the UK Civil Aviation Authority (CAA) has published guidelines on ¡§Standards for helicopter landing areas at hospitals¡¨ (Civil Aviation Publication (CAP) 1264), August 2019, which supersedes the previous guidelines presented in the Emergency Care Health Building Note 15-03: Hospital Helipads, 2008. (http://publicapps.caa.co.uk/modalapplication.aspx?appid=11&mode=detail&id=7240). 

3.6.2.6       The primary purpose of this UK guidance is to promulgate in detail the design requirements and options for new heliports located at hospitals in the United Kingdom and refurbishment of existing helicopter landing sites.  The heliport design guidance provided is based on international standards and recommended practices in the International Civil Aviation Organisation (ICAO) Annex 14 Volume II.  In terms of environmental issues, which specifically focusses on noise, reference is made in the CAP to UK Circular 02/99 Environmental Impact Assessment (EIA) (https://www.gov.uk/government/publications/environmental-impact-assessment-circular-02-1999).  The legislation (Section A25) is stated in terms of the construction of airfields, as opposed to helipads, as follows:

¡§The main impacts to be considered in judging significance are noise, traffic generation and emissions. New permanent airfields will normally require EIA, as will major works (such as new runways or terminals with a site area of more than 10 hectares) at existing airports.  Smaller scale development at existing airports is unlikely to require EIA unless it would lead to significant increases in air or road traffic¡¨ (Annex A: Indicative Thresholds and Criteria for Identification of Schedule 2 Development Requiring EIA).

3.6.2.7       It is noted that helipads are not specifically included in these requirements.  While this Circular 02/99 was withdrawn in March 2014 and superseded with Town and Country Planning (Environmental Impact Assessment) Regulations 2017 (http://www.legislation.gov.uk/uksi/2017/571/contents/made), the requirements of the new legislations are similar, also legislating large airfields with:

¡P                Schedule A projects in Section 7 (1) defined as ¡§Construction of lines for long‑distance railway traffic and of airports with a basic runway length of 2,100 metres or more¡¨; and

 

¡P                Schedule 2, Section 10(e) making provisions for ¡§Construction of airfields (unless included in Schedule 1), where (i) The development involves an extension to a runway; or (ii) the area of the works exceeds 1 hectare¡¨.

3.6.2.8       Again, helipads are not included.  In CAP 1264, it is noted that, for a hospital landing site, the occasions when helicopters could cause disturbance are likely to be irregular, few in number and short in duration.  As a result, the guidance states that a formal noise analysis for hospital heliports is unlikely to draw fully objective conclusions and may be of only limited assistance to planning committees.  It is suggested by the CAP that any environmental impact is balanced against the positive benefit for patients and for the community at large and define some potential mitigation measures, as follows:

¡P                Locating the heliport on the highest point of the estate, for example, on top of the tallest building;

 

¡P                Designing the flight paths to avoid unnecessary low transits over sensitive areas;

 

¡P                Employing noise abatement flight paths and using approach and departure techniques which minimise noise nuisance;

 

¡P                Dissipating noise using baffles formed by intervening buildings and trees;

 

¡P                Insulating buildings and fitting double glazing in vulnerable zones; and

 

¡P                Limiting night operations by transporting only critically ill patients during unsociable hours (2300 to 0700 hours).

3.6.2.9       The CAP states that rooftop locations raise the helicopters¡¦ approach and departure paths by several storeys and reduce the environmental impact of helicopter operations, in particular noise nuisance and the effects of downwash at surface level. It can be concluded that the key aspects of the legislation do not relate to helipads specifically or hospital helipads for emergency use and that the environmental guidance is more focussed on noise issues than air pollution.

3.6.2.10     In terms of legislation, regulations and guidance from the United States of America (USA), the Federal Aviation Administration (FAA) issues a Code of Federal Regulations (CFR) and Part 135 of the CFR regulates all commercial on-demand, non-scheduled air flights, including helicopters (ref: https://www.ecfr.gov/cgi-bin/text-idx?SID=3f0ed9dc114fcaace3a3a89405bcb0d4&node=pt14.3.135&rgn=div5).  However, the regulations for all helicopters and their pilots pertain to safety and communications and not environmental issues such as air quality.

3.6.2.11     Part 135.271 of the CFR defines regulations for Helicopter Hospital Emergency Medical Evacuation Services and is relevant to safety issues including flight and duty times, weather minimums and training of pilots (ref: https://www.ecfr.gov/cgi-bin/text-idx?SID=3f0ed9dc114fcaace3a3a89405bcb0d4&node=pt14.3.135&rgn=div5#se14.3.135_1271).   Title 49 ¡VTransportation of the CFR includes U.S. Code 44730 concerning Helicopter Air Ambulance Operations, but this, also, refers to safety requirements, including flight risk evaluations, and requires that Part 135 of the CFR should be complied with. 

3.6.2.12     In addition, Part 91 of the CFR details regulations for operations of small non-commercial aircraft, setting out conditions which the aircraft may operate, such as weather and is again focused on safety (ref: https://www.ecfr.gov/cgi-bin/text-idx?SID=d2269b706b9087958c603a2f5ecc4a35&mc=true&node=pt14.2.91&rgn=div5).  However, this regulation states that in an emergency requiring immediate action, the pilot-in-command may deviate from any regulation contained within Part 91 to the extent required to handle the emergency.

3.6.2.13     The FAA has, also, published an advisory circular (AC) which provides information and guidance material specifically applicable to helicopter air ambulance (HAA) operations (https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_135-14B.pdf).  However, this AC relates to certification, equipment, training, maintenance and overall safety and does not cover environmental issues.  Notwithstanding, Section 3-9 Operations Under Special Conditions, Part b, provides advice for nighttime operations which are, therefore, clearly allowed for as part of HAA operations, with no environmental restrictions defined.

3.6.2.14     In terms of air quality, however, the FAA does regulate emissions, through the Engine Fuel Venting and Exhaust Emissions certification requirements, including raw fuel vented to the atmosphere during normal engine shutdown, and specifies the following products of combustion in aircraft engine exhausts for certain classes of engines:

¡P                    smoke (SN);

¡P                    hydrocarbons (HC);

¡P                    carbon monoxide (CO); and

¡P                    oxides of nitrogen (NOx).

 

3.6.2.15     The Engine Fuel Venting and Exhaust Emissions certification requirements (Title 14 of the CFR Part 34) applies to civil airplanes that are powered by aircraft gas turbine engines of the classes specified in the rule.  However, under this regulation, it is noted that ¡§aircraft gas turbine engines¡¨ are defined as turboprop, turbofan or turbojet aircraft engine which are not applicable to helicopters.  In addition, Section 34.7 Exemptions, Part (a) details exemptions based on flights for short durations at infrequent intervals, with (4) stating an exemption for ¡§Other flights the Administrator determines, after consultation with the Administrator of the EPA, to be for short durations at infrequent intervals¡¨, which would be appropriate to the emergency operations of the NAH helipad.

3.6.2.16     The ICAO does publish an ¡§Airport Air Quality Manual¡¨ (https://www.icao.int/publications/Documents/9889_cons_en.pdf) and this document contains advice and practical information for implementing best practices with respect to airport-related air quality.   It is noted that this document is specifically relevant to airports and not individual helipads.

3.6.2.17     In terms of airport related emissions, this Manual covers aircraft emissions, aircraft handling emissions, infrastructure or stationary-related sources and vehicle traffic sources at airports.  In respect of aircraft emissions, while a helicopter can be defined as an ¡§aircraft¡¨, the ICAO Airport Air Quality Manual specifies that the engine emissions standards are relevant to turbojet and turbofan engines greater than 26.7 kilonewtons (kN) of thrust, but not to turboprops, turboshafts, piston engines or aircraft auxiliary power units (APUs) (Section 2.2.7).   As such, the emission standards in this Manual are not applicable to helicopters.  

3.6.2.18     The fact that air quality is not a key consideration for helipads and specifically hospital helipads is, also, borne out by a review of recent articles and literature as follows:

¡P                New York City announced the ¡§Improving Helicopter Safety Act of 2019¡¨ on 26 October 2019 (https://evtol.com/news/lawmakers-cite-noise-emissions-nyc-helicopter-ban/).  The bill would prohibit ¡§nonessential¡¨ helicopters from flying over any U.S. city with a population of over 8 million people and with a population density of over 25,000 people per square mile but has exceptions for law enforcement, medical, emergency response, and other ¡§essential¡¨ flights in the public interest.  Although safety was identified as the primary impetus for the bill, Nadler and Velazquez also cited ¡§incessant noise pollution¡¨ as another reason for banning helicopter flights over the city.  Air Quality was not a key factor.

 

¡P                A 24 hour helipad at King¡¦s College Hospital in London was given approval to operate 24 hours per day in 2019, after unanimous backing from Councillors (https://rosslydall.wordpress.com/2019/03/07/londons-first-24-hour-hospital-helipad-to-open-within-weeks-after-council-lift-off/).  Seven residents were reported to have objected to the plans, saying the noise would disturb their sleep.  A noise report commissioned by the hospital showed that World Health Organisation limits for sleep would be breached for less than a minute at a time during take-off and landing and concluded that noise levels would fall to ¡§acceptable¡¨ levels if windows were kept closed.  Air Quality was not a key factor in the deliberations or ultimate approval of the facility. 

 

¡P                The ¡§Major Trauma Centres ¡V Helicopter Landing Facilities Report¡¨, March 2019 (https://associationofairambulances.co.uk/wp-content/uploads/2019/06/HLS-Report-MTN-March-2019-V1.pdf) provides details of the quality and availability of hospital landing sites (HLSs) which are critical for the efficient transportation of patients conveyed by air.   From point of injury/illness to receiving definitive in-hospital care is paramount and poor HLS availability and capability will influence the patient journey to the detriment of the patient.  Various factors dictate the location and design of the HLS with safety and proximity to the trauma centre being the key aspects and a focus on environmental noise above air quality. 

3.6.2.19     Based on the reported benefits of locating helipads at trauma hospitals in urban areas, specifically in the UK, there is a programme of expanding the network of such facilities across the country, even being extended to 24 hour operations, with the benefits over-riding any environmental issues.  Also, in other jurisdictions, while there is a move to restrict commercial and tourist helicopter movements from a safety and noise perspective, essential and emergency helicopter flights are being exempted.  It is also noted that air quality is not the key factor in either the approval of hospital helipads nor the restriction of helicopter movements.  Notably, helipads are not defined in the UK EIA legislation as triggering the need for an EIA and FAA guidance relevant to Helicopter Hospital Emergency Medical Evacuation Services and helicopter air ambulance (HAA) operations do not cover air quality or other environmental issues but relate to safety aspects.  In addition, the ICAO guidance on air quality is relevant to airports specifically and airplanes as opposed to helicopters.

3.6.3           Determination of Key Pollutants of Concern

3.6.3.1       Having reviewed the international guidelines/ practice above, air quality is not considered as a key consideration for helipads and specifically hospital helipads.  In addition, the impact of the emissions from the helicopter operations will be short-term, based on the duration of the Landing and Take-off cycles (LTO) being only about 7 minutes as below, and the frequency of emergency helicopter operation is expected to be very low. 

¡P                Approach: within 60 sec.;

¡P                Hovering (Approach): within 5 sec.;

¡P                Touchdown: within 3 sec.;

¡P                Idling: 5 minutes;

¡P                Lift-off: within 3 sec.;

¡P                Hovering (Departure): within 5 sec; and

¡P                Take-off: within 60 sec.

3.6.3.2       The operation duration of the LTO cycles of the helicopter are short and the duration of each of the operation modes of the LTO for the assessment are listed above.  The total time is approximately 7 minutes only and correspondence with GFS confirming the operational mode and the approximate operation duration is shown in Appendix 3A.

3.6.3.3       Table 3.6 below shows the total quantities of pollutants, namely SO2, NOx and Particulates, for one helicopter flight.  The emission rates of different operation modes of the LTO cycles of the helicopter have been obtained by reference to the ¡§Guidance on the Determination of Helicopter Emissions¡¨ issued by the Swiss Confederation in 2015.  Detailed calculations are provided in Appendix 3B.

        Table 3.6         Total Quantity of Pollutant per Helicopter Flight

Pollutant

Total Quantity per Helicopter Flight (g)

Averaged Emission Rate per helicopter flight relative to AQO criteria (g/s)

10 mins

1-hr

24-hrs

1-year

SO2

257

0.4288

-

0.0030

-

NOx

467

-

0.1298

-

1.5E-05

Particulates (RSP and FSP)

13

-

-

1.5E-04

4.0E-07

 

3.6.3.4       As shown in the 5-year air quality monitoring data in Table 3.2, exceedance of NO2 (annual) was recorded in the 2015-2019, whereas no exceedance of other major pollutants, e.g. NO2 (1-hour) (except in Year 2015), SO2 (10-mins), RSP and FSP (24-hour and annual) was recorded. The emergency helicopter movements are of short-term and infrequent nature.  As revealed in Table 3.6 above, the average emission rate per helicopter flight with duration at or longer than 1-hr AQO criteria is relatively low. As such, the emission impact for a period of 1 hour or longer is expected to be minimal as over these longer periods air pollutants in the ambient air would be largely dispersed and diluted.  In addition, the helipad is located at the rooftop of the Acute Block that has more than 100m away from the ground level sensitive receivers, the impact from the emergency helicopter to these sensitive receivers is expected to be very small. Hence, given the minor emissions due to the non-scheduled, infrequent and short-term nature of the emergency helicopter movements, the large distance to the ground level sensitive receivers and the large margin from AQO for NO2 (1-hour), SO2 (24 hours) and RSP and FSP (24 hours and annual) of the ambient air quality, it is not anticipated that the Project would cause AQO exceedance for these parameters, and further quantitative assessment for these parameters is considered not necessary.

3.6.3.5       Thus, 10-minute average SO2 concentration AQO has been quantitatively assessed in the operational air quality impact assessment.  The key pollutant from the marine emission is SO2.  Due to the implementation of the new air quality improvement measures, SO2 from marine emission would be reduced in the future.  As conservative approach, PATHs concentration output for Year 2020 are adopted since the proposed helipad is to be operated in Year 2025. 

3.6.4           Measures and Alternatives Considered to Avoid and Minimise Air Pollution

Location of Helipad

3.6.4.1       As revealed in Section 2.2.2, the helipad is located above the rooftop of Acute Block at 119.15mPD which is higher than the nearest planned sensitive receiver R(B)2 (ASR 7) nearby in order to minimise the air pollution effects.  In addition, the helipad location selected is at the west corner of Acute Block which is located as far away as possible from the planned ASR R(B)2 (ASR 7).  

Air Quality Enhancement Measures for Helicopter NOx Emissions

3.6.4.2       As detailed in Section 3.6.3.4, exceedances of the annual average NO2 have been observed in the last 5 years in the Assessment Area.  Although the background level of average annual NO2 is high, the helicopter flight to the proposed helipad would be for medical emergency purpose.  Furthermore, the helicopter flight would be short-term, infrequent and non-scheduled (likely less than 1 trip per day on average).  As such, the contribution of NO2 due to the operation of the proposed helipad would be minimal.    

3.6.4.3       Despite the proposed helipad does not form an integral part of the Acute Block of the NAH, as the project proponent of both the subject helipad and the hospital, HA will review the air quality issue within the proposed NAH project.  A key portion of the NO2 emissions from the NAH project will be generated from vehicles utilising the hospital complex.  Apart from visiting vehicles to the hospital by external parties, there are certain number of hospital-owned vehicles serving the hospital¡¦s day-to-day operational needs.  These include private vehicles, goods vehicles, and non-emergency ambulance transfer service (NEATS) vehicles which provide a free, point-to-point transfer services for patients at times of admission, transfer to another hospital, discharge, and follow-up visits for outpatient specialist services.  While generally speaking the NEATS serves all public from within the entire Hong Kong regions, majority of the service will cover the nearby districts including Kowloon City, Wong Tai Sin, Kwun Tong and Yau Tsim Mong.  In order to enhance the air quality in the vicinity of the Project, HA would provide 5 nos. of electric light buses to replace the diesel NEATS light buses.  

3.6.4.4       As HA and the end user Kowloon Central Cluster is in the process of formulating the entire operational fleet at the time of reporting, this enhancement measure could be eventually accomplished by any combination of electric vehicles (with better or equivalent performance of the electric light buses) with the review of latest electric vehicles technology before the operation of the helipad. 

3.6.4.5       In addition, NAH will also take chance to improve the pedestrian connectivity for enhancing the walkability in and around the campus and incorporating NOx-neutralising pavers as much as practicable (approximate 780m2 of NAH), so that the NOx emissions generated from vehicles in the vicinity of the site can be further reduced as much as possible. The location of proposed neutralising paver is provided in Appendix 3D.  With the above-mentioned air quality enhancement measures in place, it is anticipated any adverse NO2 impact by the Project could be avoided.

3.6.5           Cumulative Air Quality Impacts of Helicopter SO2 Emissions

Background

3.6.5.1       In order to assess the cumulative SO2 air quality impacts, pollutant emitting activities within the Assessment Area of the NAH helipad have been identified and reviewed and include the following sources.  The locations of potential cumulative sources are shown in Figure 3.3.

Emissions from NAH Chimneys

3.6.5.2       Three chimneys are proposed for the New Acute Hospital, two of which are located on Administration Block (Block B), while one is located on the Specialist Out-patient Clinic (SOPC) Block building (Block E).  The chimneys are connected to 2-3 boilers with 1 standby boiler.  Under the current design, solar hot water panels and energy efficient heat pumps which are supplied by electricity will be the primary source of steam and hot water generation for the hospital.  Towngas and diesel boilers will be adopted as back-up/ reserve outputs only.  

3.6.5.3       Given that the application of solar hot water panels and heat pumps are supplied by electricity which is environmentally friendly, no SO2 emissions from the proposed design are anticipated.  In addition, as Towngas is classified as a clean fuel with ultra-low sulphur content, and the use of diesel will be an emergency backup fuel for the proposed boilers only, the potential SO2 emissions from the NAH chimney are considered to be negligible.

Emissions from Nearby Chimneys

3.6.5.4       A chimney survey within the 500m Assessment Area was undertaken in December 2019 and relevant EIA studies, including the Kai Tak Development (AEIAR-130/2009) and Kai Tak Multi-purpose Sports Complex (AEIAR-204/2017), have been reviewed.  Based on the survey and literature review, one chimney at the Training Authority Clothing Industrial Kowloon Bay Training Centre and three chimneys at the Hong Kong Children¡¦s Hospital have been identified within the 500m Assessment Area. 

3.6.5.5       According to the latest information obtained from the operator, the chimney opening at the Training Authority Clothing Industrial Kowloon Bay Training Centre has been blocked by a steel cover and is no longer in use.  The relevant correspondence is provided in Appendix 3E.

3.6.5.6       According to the information provided by Hospital Authority, the three chimneys at the Hong Kong Children¡¦s Hospital are connected to 3 boilers with 1 standby boiler.  Towngas is used as the primary fuel and diesel is designated as the emergency backup fuel for the boilers.  As Towngas is classified as a clean fuel with ultra-low sulphur content, the SO2 chimney emissions would be considered to be negligible and this source is, therefore, not assessed further. The relevant correspondence is provided in Appendix 3F.

Vehicular Emissions

3.6.5.7       In Hong Kong, with the introduction of the ultra-low sulphur fuel for road vehicles, SO2 emissions from road transport has become insignificant and considered to be negligible.  Besides, the vertical separation distance between the helipad and road vehicles will be over 110m.  The potential for cumulative impacts from the road transportation in terms of SO2 is, therefore, considered to be minimal.

Marine Emissions

3.6.5.8       In terms of marine emissions, the Kwun Tong Typhoon Shelter vessel is located outside the 500m Assessment Area.  The other marine facilities in the area such as the Kwun Tong Ferry Pier, Kwun Tong Dangerous Goods Vehicular Pier, Kwun Tong Public Pier and Runway Park Pier are all outside the 500m Assessment Area.

3.6.5.9       In addition, the police moorings buoys, located along the eastern edge of the former runway are also located outside the 500m Assessment Area (Figure 3.3).

3.6.5.10     However, two barging facilities are located in this water body, along the seawall of the previous Kai Tak airport apron (Figure 3.3).  One will be utilised during the construction of the Trunk Road T2 project and according to the latest information obtained from CEDD, the barging point will be operational until Q3 2025 (Appendix 3G).  Based on site observations, there is, also, a barging facility, comprising one barge and one tugboat, for a recycling centre located next to the Kerry Dangerous Goods Warehouse (Kowloon Bay).  Based on the above, these two barging facilities have been included as cumulative SO2 emission sources during the Project operational phase. The detailed calculations of the emission factors of these two barging facilities are provided in Section 3.6.6 below. 

Other Helicopter Emissions

3.6.5.11     A Government Flying Services (GFS) Kai Tak Division (GFS KTD) facility is planned at the tip of the ex-Kai Tak Runway, which is about 1.5km to the south-east of the NAH site.  GFS have confirmed that the flight paths of the proposed helipad and the GFS KTD would not overlap with each other concurrently for flight safety reasons.  Communications between helicopters and the GFS control base will be on-going throughout all flight operations to ensure the availability of flight paths.  Hence, cumulative helicopter emissions from the GFS Kai Tak Division within the Assessment Area are not anticipated.

Other Major Emission Sources within 4km

3.6.5.12     In order to account for the spatial variations in background concentrations, major SO2 major point emission sources within 4km of the Project boundary have, also, been reviewed.  Two point sources, including the chimneys of Diamond Hill Crematorium in Diamond Hill, and the Cruise Terminal in Kai Tak, have been identified as major sources of SO2 emissions and have been included in the assessment.  There is a major emission source located within the 4km of the Project boundary, that is, the Ma Tau Kok Gas Plant.  However, according to the latest SP License obtained, the SO2 emission would be emitted during emergency event, therefore, it is not assessed further. The locations of these major emission sources within 4km are shown in Figure 3.4.  The relevant correspondence with the operator (i.e. Towngas) is provided in Appendix 3H. 

3.6.5.13     The emission factor of Diamond Hill Crematorium has been reviewed with reference to the Specified Process Register No. E-24-007, with the SO2 emission source being the emergency generator and the relevant correspondence with Food and Environmental Hygiene Department (FEHD) is provided in Appendix 3H.  Considering the generator would only be operating during emergencies and not reflect the normal operating situation, this emission source has not been taken in account in the cumulative impact assessment. 

3.6.5.14     The emission factors from Kai Tak Cruise Terminal has been reviewed with reference to the previous approved EIAs including the Kai Tak Development (AEIAR-130/2009) and Kai Tak Multi-purpose Sports Complex (AEIAR-204/2017) and the latest information reviewed.  The detailed calculations of the emission factors are provided in Section 3.6.6 below.

 

3.6.6           Assessment Methodology

General Approach on Helicopter Emissions

Background

3.6.6.1       In accordance with the ¡§Guidelines on Choice of Models and Model Parameters¡¨, issued by EPD, AERMOD is a steady state Gaussian plume model and is one of the prescribed models for use to assess pollutant concentrations from sources associated with non-road type and point sources, that is, the helicopter and chimney emissions. 

3.6.6.2       The engine exhaust from the helicopter is the only air pollution source for the proposed helipad during the operational phase. SO2 is the major pollutant from the helicopter operations to be quantitatively assessed (Section 3.6.3), with vehicular emissions and chimney emissions from NAH and Hong Kong Children¡¦s Hospital anticipated to have negligible contributions to overall SO2 concentrations.

3.6.6.3       The methodology for assessing the SO2 concentrations from the helicopter operations, and the relevant cumulative emission sources detailed in Section 3.6.5 above, during the operational phase, is outlined in the sections below.

Helicopter Operations

3.6.6.4       The proposed flight sectors will be in the north and south-to-east directions.  Figure 3.2 presents the preliminary flight path of the Project.  Within the Assessment Area, the emissions from the operation modes associated with the LTO cycles of the helicopter to be assessed.   

3.6.6.5       The proposed helipad is for medical emergencies only. According to the previous record for the number of emergency helicopter operations between 2015 and 2019, the average daily emergency helicopter operation would be less than one, with the highest annual emergency helicopter landings being at the Pamela Youde Nethersole Eastern Hospital (PYNEH) in 2017.  The flight records reflect that the average daily emergency helicopter landing was less than one, with emergency helicopter landings in the daytime period being about once every one to two days on average.  Also, the evening and night-time emergency helicopter landings at the PYNEH were one flight every ten days and eight days respectively on average as shown in Table 5.7 of the noise chapter. 

3.6.6.6       The proposed helipad at the NAH, together with the planned helipad at Queen Mary Hospital (QMH) upon its completion, shall share the existing number of helicopter landings and, thus, the flight frequency at the PYNEH would be reduced in future.  Also, it is expected that the flight frequency at NAH would not be higher than the existing flight frequency at the PYNEH, conservatively.

Air Pollutant Emission Rates

3.6.6.7       The SO2 emission factors for the helicopter operations are presented in Appendix 3B.

Assessment Methodology and Assumptions

3.6.6.8       AERMOD has been used for the assessment of the SO2 pollutant concentrations for this non-road type source. 

3.6.6.9       According to the details in Figure 3.2, there are three major flight sectors, two for the north sector and one for the south-to-west section.  Three pairs of models, that is, 1 flight sector with 2 flight paths in each pair of model have been assessed to predict the highest emission impacts from the helicopter operations.

3.6.6.10     In accordance with the EPD¡¦s ¡§Guidelines on the Estimation of 10-minute Average SO2 Concentration for Air Quality Assessment in Hong Kong¡¨, the stability-dependent multiplicative factors are extracted in Table 3.7.

Table 3.7    Stability Conversion Factor

 

Stability Class

 

A

B

C

D

E

F

Conversion Factor

2.45

2.45

1.82

1.43

1.35

1.35

 

General Approach on Marine Emissions within 500m Assessment Area

3.6.6.11     For the Trunk Road T2 barging facility, the number of barges and the operation details has been obtained from the Project Engineer (Appendix 3I).

3.6.6.12     For the recycling centre barging facility, based on a conservation with the Operator, there is an intention to relocate the recycling centre but no schedule can be confirmed.  Therefore, in order to assess a worst-case scenario, this barging facility has been included in the cumulative assessment for SO2.    

3.6.6.13     The detailed calculated emission factors of these two barging facilities are provided in Appendix 3J.

General Approach on Other Major Emission Sources within 4km

3.6.6.14     There is one major point source emission source within 4km from the Project which is the cruise hotelling emission from cruise terminal.  The emission factors of the cruise terminal have been identified based on a review of relevant information and the latest cruise schedule obtained from the Kai Tak Cruise Terminal.   

3.6.6.15     According to the latest cruise schedule from 2020 to 2023, the highest number of scheduled cruise liners visiting Hong Kong will be in the Year 2021 and, hence, the cruise liner type in 2021 has been reviewed.  As presented in Appendix 3K, ¡§World Dream¡¨ has the highest frequency of visit to Hong Kong, comprising greater than 50% of the total cruise liner schedule for 2021.  Therefore, emissions from the ¡§World Dream¡¨ liner has been adopted for this EIA assessment.  Given there are two berthing spaces at the Cruise Terminal, another cruise liner with a higher engine power and longer length than the World Dream vessel has been identified as detailed in Appendix 3K.  Spectrum of the Seas / Ovation of the Seas under the same owner, Royal Caribbean Cruise Ltd., has a longer length vessel than ¡§World Dream¡¨ and, has therefore been selected as the second cruise liner for hotelling at the same time as ¡§World Dream¡¨ for a worst case assessment.  The emission factors of these cruise ships utilising the Kai Tak Cruise Terminal are presented in Appendix 3L. 

3.6.6.16     The emission factor of SO2 is proportional to the Sulphur content in the fuel. According to Air Pollution Control (Fuel for Vessels) Regulation, the fuel sulphur content is restricted to 0.5% starting from 1 January 2019. According to the latest information obtained from the Kai Tak Cruise Terminal (see correspondence in Appendix 3M), the same fuel is supplied to both local and ocean going vessels at the Cruise Terminal and, as the requirement for local vessels is set at <0.05% sulphur content, the fuel supplied at the Kai Tak Cruise Terminal complies with this more stringent requirement.  It is confirmed by the Kai Tak Cruise Terminal that the sulphur content of the bunker fuel for sale at the Kai Tak Cruise Terminal has, therefore, generally got a sulphur content of ~0.03%, far lower than the legal requirement for ocean going vessels. 

3.6.6.17     In addition, according to the EPD AQO review in 2019, Ocean-going vessels (OGVs) at berth will be required to use marine diesel with a lower fuel sulphur content not exceeding 0.1%. (https://www.legco.gov.hk/yr18-19/english/panels/ea/papers/ea20190325cb1-723-3-e.pdf).  This requirement will be adopted in short term and before the operational phase of the proposed helipad in 2025.  Hence, a correction factor of 0.2 (=0.1/0.5) has been adopted for the hotelling mode, as detailed in Table 3.8 below.  

Table 3.8                Kai Tak Cruise Terminal Emissions Data

Pollutants

Emission Rate (g/s)

Hotelling Mode

Cruise Liner ¡V World Dream

Cruise Liner ¡V Spectrum of the Seas / Ovation of the Seas

SO2

1.20

1.07

[1] Hotelling mode includes one hour hotelling operations in a one-hour period.

 

3.6.6.18     AERMOD has been used for the assessment of the pollutant concentrations for this non-road type source. 

Meteorological Conditions

3.6.6.19     The WRF meteorological data for the latest year 2010 and extracted from the PATH model for grids covering the Assessment Area, that is, grids (43, 32), (43, 33), (44, 32) and (44, 33), have been processed by AERMET modelling, the meteorological pre-processor of AERMOD, into the format that can be employed in the AERMOD dispersion model.

3.6.6.20     Surface characteristic parameters such as albedo, Bowen ratio and surface roughness are required in the AERMET model. In accordance with the USEPA¡¦s AERMOD Implementation Guide, albedo and Bowen ratio should be determined by 10km by 10km region.  The land use characteristics of each relevant PATH-2016 grids (43, 32), (43, 33), (44, 32) and (44, 33) have been classified into sectors and the parameters of each sector calculated by using default values suggested by AERMET, according to these land use characteristics.  The detailed assumptions are presented in Appendix 3N.

Representative Air Quality Impact Assessment Points

3.6.6.21     The Acute Block of the new Kai Tak Hospital is in close proximity to the proposed helipad and is anticipated, therefore, to have the highest air quality impacts from the operation of the Project.  Nevertheless, the identified ASRs, as shown in Table 3.5, have been assessed in order to determine the helicopter emissions within the flight paths shown in Figure 3.2.   Therefore, assessment points have been adopted at the lowest, middle and highest levels of the identified ASRs.  

Noise Barrier Assumptions

3.6.6.22     As detailed in Section 5, noise mitigation measures in the form of a vertical noise barrier, combined with noise reducers, are proposed.  The proposed noise barrier is at a relatively higher level, 4.9m above the helipad, +123.9mPD.  Both ¡§with barrier¡¨ and ¡§without barrier¡¨ scenarios have been assessed.  The AERMOD input parameters of both helicopter and marine emissions are provided in Appendix 3O.

3.6.7           Operational Phase Air Quality Impact Assessment Results

Results

3.6.7.1       The potential cumulative air quality impacts for SO2 at the ASRs during the operational phase, including the helicopter and marine emissions were assessed.  The worst SO2 concentrations among the 3 flight paths for each scenario are shown in Table 3.9 below.  The detailed breakdown of the air quality impact assessment results is provided in Appendix 3P.  Figures 3.5 ¡V 3.7 presents the contour plotting of the cumulative impacts of the combined helicopter and the marine emissions at the worst assessment height.  In order to assess a worst-case scenario, the highest SO2 concentration between 2 scenarios (i.e. ¡§with barrier¡¨ and ¡§without barrier¡¨ scenarios) at each point for contour were selected to plot contour. 

                 Table 3.9    Cumulative Assessment Result during Operational Phase

ASR Description

Assessment Point

Assessment Level

Maximum SO2 (10-mins) (µgm-3)

Without Barrier

With Barrier

Criteria

500 µgm-3

Planned Acute Hospital (Acute Building in Site A)

ACU 1-17

Lowest

112

112

Middle

112

112

Highest

159

159

Planned Acute Hospital (Admin Building in Site A)

ADM 1-9

Lowest

112

112

Middle

112

112

Highest

130

130

Planned Acute Hospital (Education Building in Site A)

EDU 1-13

Lowest

112

112

Middle

112

112

Highest

141

141

Planned Acute Hospital (Oncology Building in Site B)

ONC 1-9

Lowest

112

112

Middle

112

112

Highest

112

112

Planned Acute Hospital (SOPC Building in Site B)

SOP 1-9

Lowest

112

112

Middle

112

112

Highest

112

112

Transport Department New Kowloon Bay Vehicle Examination Centre (Planned Commercial Development cum EFLS Deport and Station)

ASR 1

Lowest

112

112

Middle

112

112

Highest

112

112

Hong Kong Police Vehicle Detention and Examination Centre Kowloon Bay

ASR 2

Lowest

112

112

Middle

112

112

Highest

112

112

Kai Tak Fire Station

ASR 3, ASR 51-52

Lowest

112

112

Middle

112

112

Highest

112

112

Pacific Trade Centre

ASR 4, ASR 53-55

Lowest

112

112

Middle

112

112

Highest

133

133

Existing Kerry Dangerous Goods Warehouse

ASR 6, ASR 70 ¡V 72

Lowest

112

112

Middle

112

112

Highest

148

148

Planned Residential Area at Cheung Yip Street (Existing Citybus Kowloon Bay Parking Site)

ASR 7, ASR 64 ¡V 66

Lowest

112

112

Middle

112

112

Highest

163

163

Planned Residential Area at Shing Fung Road

ASR 9

Lowest

112

112

Middle

112

112

Highest

155

155

Planned Residential Area at Shing Fung Road

ASR 10

Lowest

112

112

Middle

112

112

Highest

134

134

Planned Residential Area at Shing Fung Road

ASR 11

Lowest

112

112

Middle

112

112

Highest

184

184

Planned Residential Area at Shing Fung Road

ASR 12

Lowest

112

112

Middle

112

112

Highest

215

215

Enterprise Square Five

ASR 15

Lowest

112

112

Middle

124

124

Highest

112

112

Manhattan Place

ASR 16

Lowest

112

112

Middle

121

121

Highest

112

112

One Kowloon

ASR 17

Lowest

112

112

Middle

119

119

Highest

112

112

Yip On Factory Estate Block 1

ASR 18

Lowest

112

112

Middle

112

112

Highest

120

112

Sunshine Kowloon Bay Cargo Centre

ASR 19

Lowest

112

112

Middle

112

112

Highest

112

112

Water Supplies Department Kowloon East Regional Building

ASR 20

Lowest

112

112

Middle

112

112

Highest

112

112

Fortune Industrial Building

ASR 21

Lowest

112

112

Middle

112

112

Highest

112

112

The Quayside

ASR 22

Lowest

112

112

Middle

112

112

Highest

112

112

Manulife Tower

ASR 23

Lowest

112

112

Middle

112

112

Highest

123

123

Transport Department Kowloon Bay Vehicle Examination Centre

ASR 24

Lowest

112

112

Middle

112

112

Highest

112

112

Kowloon Bay Transfer Station

ASR 25

Lowest

112

112

Middle

112

112

Highest

112

112

Enterprise Square Three

ASR 28

Lowest

112

112

Middle

119

119

Highest

112

112

Yip On Factory Estate Block 2

ASR 29

Lowest

112

112

Middle

112

112

Highest

125

114

Commercial Building (under construction)

ASR 30

Lowest

112

112

Middle

112

112

Highest

115

112

Ngau Tau Kok Telephone Exchange

ASR 31

Lowest

112

112

Middle

112

112

Highest

112

112

Construction Industry Council Training Academy Kowloon Bay Training Centre

ASR 32

Lowest

112

112

Middle

112

112

Highest

112

112

Hong Kong Children¡¦s Hospital

ASR 33 ¡V 50

Lowest

112

112

Middle

112

112

Highest

112

112

Kowloon Godown

ASR 56 ¡V 59

Lowest

112

112

Middle

112

112

Highest

131

131

Octa Tower

ASR 60 ¡V 63

Lowest

112

112

Middle

112

112

Highest

147

147

Planned Residential Area at Cheung Yip Street (Existing Public Works Central Laboratory Building)

ASR 67 ¡V 69

Lowest

112

112

Middle

112

112

Highest

122

122

 

Mitigation Measures

3.6.7.2       As detailed above, the operational air quality assessment for SO2 (10-mins) has concluded that there will be no predicted exceedances of the relevant AQO at any of the representative ASRs and no mitigation measures are required.

3.7                Residual Impacts

3.7.1.1       With the implementation of good site practices during the construction phase, no adverse air quality impacts would be predicted and no significant residual impacts are anticipated.

3.7.1.2       During the operational phase, no adverse air quality impacts are predicted due to the limited use of helicopter and no adverse residual impacts are anticipated.

3.8                Environmental Monitoring and Audit

3.8.1.1       The assessment has concluded that no adverse impacts during the construction and operational phases would be predicted. However, regular site inspection and audit of at least once per week are recommended to ensure good site practices are being effectively implemented. Details of the Environmental Monitoring and Audit (EM&A) requirements and mitigation measures are provided in the stand-alone Project EM&A Manual.

3.9                Conclusions

3.9.1.1       Potential air quality impacts from the construction works for the Project would mainly be related to emissions from construction equipment.  With the implementation of sufficient dust suppression measures as stipulated under Air Pollution Control (Construction Dust) Regulation and Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation, adverse air quality impacts would not be anticipated. 

3.9.1.2       In respect of the operational phase of the Project, based on cumulative impacts of the helicopter and marine emissions, no exceedances of the SO2 (10-mins) AQO are predicted and no adverse operational phase impacts are expected to occur.

3.9.1.3       Given the minor emissions due to the non-scheduled, infrequent and short-term nature of the emergency helicopter movements, and the large margin from AQO for NO2 (1-hour), SO2 (24-hour) and RSP and FSP (24 hours and annual) in the local area, it is not anticipated that the Project would cause AQO exceedance for these parameters.  That said, air quality enchantment measures, including the use of electric vehicles and NOx-neutralising paver, would be incorporated in the design of NAH to enhance air quality in the vicinity of the Project.  With the air quality enhancement measures in place, it is not anticipated that the Project would cause adverse air quality impact at the nearby air sensitive receivers.