3                                  Air Quality Assessment

3.1                            Introduction

This Section presents the assessment of potential air quality impact associated with the demolition of the CCPP at the GICP.  Dust generating from the construction activities would be the major air polluting concern during the demolition of the CCPP.

In view of the nature of the structures (mainly steel structure and equipment) and small scale (pilot demonstration) of the CCPP and large separation distance from the identified Air Sensitive Receivers (ASRs) (see Figure 3.4a), it is anticipated that with the implementation of the control measures described in the Air Pollution Control (Construction Dust) Regulation the potential dust impacts to the ASRs due to the demolition works will be minimal and controlled within the relevant standards as stipulated in Section 1 of Annex 4 of the Technical Memorandum on Environmental Impact Assessment Process (EIAO-TM).  Hence, a quantitative air quality impact assessment will not be required.

A site audit programme (see Section 3.7) will be implemented during the demolition works to ensure that the control measures are properly implemented.

3.2                            Legislation Requirements and Evaluation Criteria

The principal legislation for management of air quality in Hong Kong is the Air Pollution Control Ordinance (APCO) (Cap 311).  Under the APCO, the Hong Kong Air Quality Objectives (HKAQOs) stipulate the statutory Limits for air pollutants and the maximum allowable numbers of exceedances over specified periods.

Table 3.2a      Hong Kong Air Quality Objectives (µg m-3) (a)

Air Pollutant

Averaging Time

 

1 Hour (b)

24 Hour (c)

3 Months (d)

1 Year (d)

Total Suspended Particulates (TSP)

-

260

-

80

Respirable Suspended Particulates (RSP) (e)

-

180

-

55

Sulphur Dioxide (SO2)

800

350

-

80

Nitrogen Dioxide (NO2)

300

150

-

80

Carbon Monoxide (CO)

30,000

-

-

-

Photochemical Oxidants (as ozone (O3)) (f)

240

-

-

-

Lead (Pb)

-

-

1.5

-

Notes:

(a)     Measured at 298K (25°C) and 101.325 kPa (one atmosphere)

(b)     Not to be exceeded more than three times per year

(c)     Not to be exceeded more than once per year

(d)     Arithmetic means

(e)     Suspended airborne particulates with a nominal aerodynamic diameter of 10 micrometres or smaller

(f)       Photochemical oxidants are determined by measurement of ozone only

For construction dust impact assessment, the EIAO-TM also stipulates an hourly TSP criterion of 500 µg m-3.

The dust control measures set out in the Air Pollution Control (Construction Dust) Regulation will be implemented to reduce dust impacts associated with the demolition works.

3.3                            Baseline Conditions and Background Air Quality

The CCPP is located within the GICP which is surrounded by the CLP Castle Peak Power Station and Shui Wing Steel Company.  The CCPP is accessed via the Lung Mun Road.

The existing air quality in the vicinity of the CCPP is mainly contributed by the emissions from the adjacent industrial premises (including the Castle Peak Power Station, the operations of the GICP and Shui Wing Steel Company) and background air quality in the Pearl River Delta.

There is currently no Air Quality Monitoring Station (AQMS) operated by the EPD in the immediate vicinity.  The nearest EPD AQMS is located in Tung Chung (TC), which is to the north of Sunset Peak and Lantau Peak.  The annual average of TSP recorded at the AQMS at Tung Chung in 2006 is 75 µg m-3 which is below the respective AQO.

3.4                            Identification of Air Sensitive Receivers

The Study Area is generally defined by an area within 500m from the boundary of CCPP.  ASRs within 500m from the CCPP boundary were identified in line with the definition defined in the Annex 12 of the EIAO-TM. Their descriptions are presented in Table 3.4a and the locations are illustrated in Figure 3.4a.  No residential dwellings (both existing and planned) were identified within the Study Area.

Table 3.4a      Identified Air Sensitive Receivers

ASR

Description

Type of Uses

Approximate Distance from CCPP Site Boundary (m)

Approximate Maximum Height of Building above Ground (m)

A1-1

Castle Peak Power Station – Guard House

Office

210

3

A1-2

Castle Peak Power Station – Office

Office

300

20

A2-1

Shui Wing Steel Company – Office

Office

180

10

A2-2

Shui Wing Steel Company – Workshops

Workshop

145

6

A3

Permanent Aviation Fuel Facility – Central Operation Building

Office

410

6

A4

EcoPark

Office

560

6

A5-1

GICP - Site Office

Office

90

20

A5-2

GICP - Guard House

Office

160

6

3.5                            Evaluation of Impacts

The number of construction plant and equipment (1 to 2 mobile cranes, and 1 to 2 backhoe (with pneumatic drill mounted on the backhoe) used for the demolition works will be limited.  Only a few dump trucks/lorries will be working on site at any one time to remove the demolished concrete and scrap metals.  The air emissions from the operation of these plant and equipment will be minimal.  Besides, the additional road traffic generated during the decommissioning of the CCPP will also be small (ie a maximum of 10 truck trips per day associated with the disposal of C&D materials).  It is therefore anticipated that the operation of construction plant and equipment on-site and additional road traffic generated during the decommissioning work will not cause adverse air quality impact to the identified ASRs.

The demolition method is described in Section 2.3.  GIC will implement good site practices and dust control measures stipulated in the Air Pollution Control (Construction Dust) Regulation (as listed in Section 3.6) throughout the demolition works.  According to the Hong Kong Planning Standards and Guidelines (HKPSG), fugitive dust will be localised to an area within 100m from the site boundary.  With respect to the nature of the demolition works (dismantling of the plant and equipment using powered mechanical hand tools and mobile cranes) and the small scale of the concrete structures (a small fire services water tank and foundation block (to about 1.5m below ground)), the demolition works will not cause adverse dust impact to the identified ASRs which are located more than 90m from the CCPP site.

The chemical analysis of the Co-Combustion residues contains very low concentration of heavy metals and extremely low concentration (in part per trillion levels) of dioxins and furans (please refer to Tables 5.5b, 5.5c, 5.5g and 5.5h for the chemical analysis results).  As discussed in Section 2.3, the proposed demolition method has carefully designed to minimise potential release of residues during the dismantling and cleaning of the plant and equipment.  Together with the implementation of effective control measures recommended in Section 3.6, the emissions of the residues will be effectively controlled and hence the emissions of dioxins and heavy metals during the demolition and cleaning process will be minimal and will not cause air quality impact to the vicinity.

The evaluation of the potential air quality impacts during decommissioning works, particularly how to control the emission of dust within the Co-Combustion unit are further discussed in the following sections.  

3.5.1                      Dismantling and Demolition of Equipments and Steel Structures

The materials recovery/recycling equipment (including shredder, conveyor belts, picking station, magnetic separator, eddy current separator, etc) in the MRRF building will be disassembled using powered mechanical hand tools.  No significant dust and air emissions will be generated from this activity.

After removal of the materials recovery equipment from the MRRF building, the MRRF will be used as the cleaning workshop for the Co-Combustion unit.  The cleaning workshop will be provided with forced ventilation and maintained with a slight negative pressure during the cleaning works.  The exhaust air will be cleaned with a High Efficiency Particulate Air (HEPA) filter prior to discharge to the atmosphere.  Further details of the cleaning procedures are provided in Section 2.4.    

The duct works of the secondary combustion unit and the gas cooler will be dismantled by removal of the bolts or cutting at the joints.  The openings (both ends of ducts) will be immediately sealed with 2 layers of fire retardant polyethylene sheets to prevent escape of any dust from the duct.  The sheets will be secured with duct tapes.  The capped equipment sections/pieces will be lowered to ground level.  Where necessary, the sections may be cut into smaller size to facilitate cleaning and transportation.  The segments of the equipment will be transported to the cleaning area within the MRRF building.  The internal wall of the ducts will be damped with water spray and properly cleaned with wet cloths.  The cleaning materials will be collected and placed in sealed containers lined with plastic sheeting and disposed of at a designated landfill. 

The refractory bricks of the rotary kiln will be removed before lifting the whole equipment down to the ground.  The refractory bricks will be placed in sealed bags and then in drum for disposal at a designated landfill.  The internal lining of the secondary combustion chamber will be damped down and properly cleaned with wet cloths.  The lining material will be removed and placed together with the cleaning materials in sealed containers lined with polyethylene sheeting and disposed of at a designated landfill.  The cleaned steel frame of the equipment will then be cut into manageable sections and sold to scrap metal recyclers. 

The filter bags from the dust collector will be removed in accordance with manufacturers instructions and placed in sealed bags or containers for disposal.  The metal casing of the dust collector will be properly cleaning using the same procedures for the duct works.  The cleaned dust collector will then be sold as scrap metal. 

After the completion of the cleaning of the Co-Combustion unit, the cleaning workshop will be removed.  The steel frame structure of the MRRF building will then demolished in accordance with the Code of Practice for Demolition of Buildings and generally in the reverse order to that of their construction.  The structures will be demolished progressively from top to bottom.  The external non-loading bearing cladding or any non-structural elements will be removed first.  Crane and lifting gear will be used where possible to support the structural beams and columns whist they are being cut and lowered to the ground.  Air-powered wrenches, cutting torches, cranes and similar industrial equipment will be used.  The steel beams and column will be cut to manageable size to facilitate transportation.  No significant dust and air emissions will be generated from this activity.

With the implementation of the proposed control measures, it is not anticipated that the dismantling and demolition of equipments and steel structures will cause adverse dust impacts to the identified ASRs.  The release of dust from the Co-Combustion unit will be minimal.

3.5.2                      Dismantling of Concrete Structures

The concrete structures (fire services water tank and pump house, concrete slab and foundation) will be sprayed with water immediate prior to and regularly during the demolition works to control potential of dust and air emissions.  The broken concrete and scrap metals will be placed in separate skips and removed off-site as soon as practicable.

With the implementation of the proposed dust and air control measures, it is not anticipated that the demolition of the concrete structures will cause adverse dust impacts to the identified ASRs.

3.5.3                      Backfilling of the CCPP Site with Soil

The CCPP Site will be backfilled with imported clean soil and restored into an open area.  Due to the relative small area of the CCPP site (about 4,000 m2) and the volume of soil to be handled on site at any one time will be small, it is not anticipated that the minor earthworks will cause adverse dust impact to the identified ASRs with the implementation of the dust control measures described in the Air Pollution (Construction Dust) Regulation. 

3.6                            Mitigation Measures

It is not anticipated that the demolition of the CCPP will cause adverse air quality and dust impacts to the identified ASRs.  However, GIC will implement the following good site practices and dust control measures stipulated in the Air Pollution Control (Construction Dust) Regulation.  Special care will be taken when dismantling the Co-Combustion unit of the CCPP and removal of any residual dust attached to the internal lining or surface of the equipment so that potential dust releases to the atmosphere will be minimal.

·           The engine of idling construction plant will be switched off;

·           Construction plant will be regularly checked and maintenance to avoid emission of black smoke;

·           Wheel washing facilities will be provided at the exit of the CCPP Site;

·           Both ends of the individual section of the duct works of the Co-Combustion unit will be sealed with two layers of polyethylene sheet immediately after dismantle and prior to lower down to the ground level; 

·           Internal lining or surface of the Co-Combustion unit (including duct works, and chambers of the rotary kiln, secondary combustion unit, gas cooler, and dust collector) will be damped down followed by wet wiping to remove any residual dust.  Cleaning materials will be placed in sealed containers and disposed of at a designated landfill by the EPD;

·           Filter bags of dust collector will be removed in accordance with the manufacturer’s procedures and placed in sealed bags/containers and disposed of with the cleaning materials at a designated landfill;

·           The concrete structures and slab will be damped down prior to and during the demolition works to minimal dust generation;

·           Broken concrete and scrap metals will be placed in separate skips.  The skips storing broken concrete will be covered with impervious sheet at the end of each working day and where necessary during windy days; and

·           The dropping height of the imported soil during material handling or will be minimised as much as practicable to minimise dust generation.

3.7                            Environmental Monitoring and Audit

Due to the small scale of the demolition works, it is not anticipated that the works will cause adverse air quality and dust impacts to the identified ASRs. No dust monitoring will be required. 

The cleaning of the Co-Combustion units will be carried out in the enclosed cleaning workshop within the MRRF building.  The proposed cleaning method will effectively control dust emission.  The cleaning workshop will be provided with forced ventilation and maintained a slight negative pressure, and the exhaust air will be cleaned with a HEPA filter.  As the cleaning activities will not cause adverse dust impacts to the ASRs, no dust monitoring will be required.        

Regular environmental site audit will also be conducted to ensure that recommended dust control measures are implemented accordingly.

3.8                            Conclusion

No residential dwellings (both existing and planned) were identified within the Study area (ie 500m from the CCPP Site boundary).  The nearest Air Sensitive Receiver (ASR) is located at about 90m from the CCPP Site boundary. 

The number of construction plant and equipment to be used for the demolition works will be limited.  Only a few dump trucks/lorries will be working on site at any one time to remove the demolished concrete and scrap metals.  Air emissions from the operation of these plant and equipment will be minimal and it is therefore not anticipated that it will cause adverse air quality impact to the identified ASRs.

GIC will implement good site practices and dust control measures stipulated in the Air Pollution Control (Construction Dust) Regulation (as listed in Section 3.6) throughout the demolition works.  Special care will be taken when dismantling the Co-Combustion unit of the CCPP and removal of any residual dust attached to the internal lining or surface of the equipment so that the potential dust releases to the atmosphere will be minimal. 

With the implementation of the recommended control measures described in the EIA and those stipulated in the Air Pollution Control (Construction Dust) Regulation, the potential air quality impacts to the identified ASRs will be controlled within the relevant standards as stipulated in Section 1 of Annex 4 of the EIAO-TM.  No adverse air quality impact is anticipated.