5                         Noise

5.1                   Introduction

This Section assesses the potential noise impacts associated with the construction and operation of the proposed biodiesel plant at Tseung Kwan O Industrial Estate (the Project).

5.2                   Relevant Legislation and Guidelines

5.2.1             Construction Noise

The principal legislation relating to the control of construction noise is the Environmental Impact Assessment Ordinance (EIAO) (Cap. 499).  The Technical Memorandum on Environmental Impact Assessment Process (EIAO-TM), issued under the EIAO, provides guidelines and noise criteria for evaluating the noise impacts.

The Noise Control Ordinance (Cap. 400) (NCO) also provides means to assess construction noise impacts.  Various Technical Memoranda (TMs), which stipulate control approaches and criteria, have been issued under the NCO.  The following TMs are applicable to the control of noise impacts from construction activities:

·           Technical Memorandum on Noise from Construction Work other than Percussive Piling (GW-TM); and

·           Technical Memorandum on Noise from Construction Work in Designated Areas (DA-TM).

General Construction Works

Under the EIAO, potential noise impact arising from general construction works during normal working hours (ie 07:00 to 19:00 hrs on any day not being a Sunday or public holiday) is to be assessed in accordance with the noise criteria specified in the EIAO-TM.  The EIAO-TM noise standards are presented in Table 5.2a.

Table 5.2a      EIAO-TM Day-time Construction Noise Standards (Leq, 30 min dB(A))

Use

Noise Standard (dB(A))

Domestic Premises

75

Educational Institutions (normal periods)

Educational Institutions (during examination periods)

70

65

Notes:

(1)  The above standards apply to building uses which rely on opened windows for ventilation.

(2)  The above standards shall be viewed as the maximum permissible noise levels assessed at 1m from the external façade.

When undertaking an assessment for a Construction Noise Permit (CNP) application for the use of Powered Mechanical Equipment (PME) during restricted hours, the Noise Control Authority will compare Acceptable Noise Levels (ANLs), as promulgated in GW-TM, and Noise Levels (CNLs) (ie after accounting for factors such as barrier effects and reflections) associated with the proposed PME operations.  The ANLs are related to the noise sensitivity of the area in question and different Area Sensitivity Ratings (ie A, B or C (see Table 5.2b)) have been established to reflect the background characteristics of different areas.  The appropriate Area Sensitivity Ratings for the Noise Sensitive Receiver (NSR) is determined with reference to Table 5.2b.

Table 5.2b      Area Sensitivity Ratings

Types of Area Containing NSR

Degree to which NSR is affected by Influencing Factor (IF)

 

Not Affected

Indirectly Affected

Directly Affected

Rural area, including Country Parks or village type developments

A

B

B

Low density residential area consisting of low-rise or isolated high-rise developments

A

B

C

Urban area

B

C

C

Area other than those above

B

B

C

Notes:

The following definitions apply:

(a)       "Country Park" means an area that is designated as a country park pursuant to section 14 of the Country Parks Ordinance;

(b)       "directly affected" means that the NSR is at such a location that noise generated by the IF is readily noticeable at the NSR and is a dominant feature of the noise climate of the NSR;

(c)       "indirectly affected" means that the NSR is at such a location that noise generated by the IF, whilst noticeable at the NSR, is not a dominant feature of the noise climate of the NSR;

(d)       "not affected" means that the NSR is at such a location that noise generated by the IF is not noticeable at the NSR; and

(e)       "urban area" means an area of high density, diverse development including a mixture of such elements as industrial activities, major trade or commercial activities and residential premises.

The relevant ANLs for each area sensitivity rating are shown in Table 5.2c.

Table 5.2c      Acceptable Noise Levels for General Construction Works (ANL, Leq, 5 min dB(A)) (GW-TM)

Time period

Area Sensitivity Rating (dB(A))

 

A

B

C

All days during the evening (ie 19:00-23:00 hrs) and general holidays (including Sundays) during the day and evening (ie 07:00-23:00 hrs)

60

65

70

All days during the night-time (ie 23:00-07:00 hrs)

45

50

55

The Noise Control Authority will consider a well-justified CNP application, for construction works within restricted hours as guided by the relevant Technical Memorandum issued under the NCO.  The Noise Control Authority will take into account adjoining land uses and any previous complaints against construction activities at the site before making a decision.  Nothing in this EIA Report shall bind the Noise Control Authority in making its decision.  The Noise Control Authority may include any conditions in a CNP that it considers appropriate.  Failure to comply with any such conditions may lead to cancellation of the CNP and prosecution action under the NCO.

Percussive Piling

Percussive piling is prohibited between 19:00 and 07:00 hrs on any weekday not being a general holiday and at any time on Sunday or general holiday.  A CNP is required for carrying out percussive piling between 07:00 and 19:00 hrs on any day not being a general holiday.  The Technical Memorandum on Noise from Percussive Piling (PP-TM) issued under the NCO sets out the requirements for working and determination of the permitted hours of operations.  The ANLs for percussive piling for different type of NSRs are shown in Table 5.2d.

Table 5.2d      Acceptable Noise Levels for Percussive Piling

NSR Window Type or Means of Ventilation

Acceptable Noise Levels (dB(A))

NSR (or part of NSR) with no windows or other openings

100

NSR with central air conditioning system

90

NSR with windows or other openings but without central air conditioning system

85

Note:

(a)       A 10 dB(A) should be subtracted from the ANLs shown above for NSRs which are hospitals, medical clinics, educational institutes, courts of law or other NSRs which are considered by the Authority to be particularly sensitive to noise.

The CNP may contain permitted hours of operation as a condition with reference to the predicted noise levels at the NSRs.

5.2.2             Operational Noise

Fixed Plant Noise

The EIAO-TM and Technical Memorandum on Noise From Places Other than Domestic Premises, Public Places or Construction Sites (IND-TM) specifies the applicable ANLs for the operation of the Project.  The ANLs are dependent on the ASR and the time of the day and are presented in Table 5.2e.

Table 5.2e      ANLs to be used as Fixed Plant Noise Criteria

Time Period

Leq 30min (dB(A))

 

ASR “A”

ASR “B”

ASR “C”

Day-time (ie 07:00-19:00 hrs)

60

65

70

Evening (ie 19:00-23:00 hrs)

60

65

70

Night-time (ie 23:00-07:00 hrs)

50

55

60

Fixed plant noise is controlled under Section 13 of the NCO and the predictions will be undertaken in accordance with the IND-TM.  The noise criteria for planning and design of Designated Projects are set out in the EIAO-TM as follows:

·           the noise level at the facade of the nearest NSR is at least 5 dB(A) lower than the appropriate ANL (as shown in Table 5.2d) as specified in the IND-TM; or,

·           the prevailing background noise level (for quiet areas with a noise level 5 dB(A) below the appropriate ANL). 

The noise criteria stipulated in the IND-TM are also dependent on the ASR of the NSR, as shown in Table 5.2e.  For this assessment, the ASR assumed for the NSR and the associated ANL are discussed in Section 5.3.2. 

In any event, the ASR assumed in this EIA Report is for indicative assessment only.  It should be noted that fixed noise sources are controlled under Section 13 of the NCO.  At the time of investigation, the Noise Control Authority shall determine noise impact from concerned fixed noise sources on the basis of prevailing legislation and practices being in force, and taking account of contemporary conditions / situations of adjoining land uses.  Nothing in this EIA Report shall bind the Noise Control Authority in the context of law enforcement against any fixed noise source being assessed.

5.3                   Baseline Environmental Conditions and Noise Sensitive Receivers

5.3.1             Baseline Environmental Conditions

The Project Site is located in the western part of the Tseung Kwan O Industrial Estate.  The nearest existing high-rise residential developments are located at more than 2.6km and 2.4km away in the Eastern District of Hong Kong Island and Tseung Kwan O (TKO), respectively.  Background noise levels are typical of a general rural environment and there are limited numbers of vehicles or industrial plant items operating during evening and night-time periods.  The major existing noise sources were identified as the general noise from the Tseung Kwan O Industrial Estate and the traffic noise in the vicinity.

5.3.2             Noise Sensitive Receivers

In accordance with the requirements given in Section 3.4.3.2 of the EIA Study Brief, the Study Area for the noise impact assessment covered a distance of 300m from the boundary of the Project Site.  The Study Area was extended to include NSRs at distances over 300m from the Project as the proposed biodiesel plant will be operated during night-time period.  The area considered in the assessment is shown in Figure 5.3a.

Existing NSRs that would potentially affected by the Project are identified as the Island Resort at Siu Sai Wan which is located at more than 2.5km to the south-west of the Project Site boundary, and Oscar By the Sea in Tseung Kwan O which is located at more than 2.2km to the north of the Project Site.  Other existing NSRs, including residential developments and schools, are located at a further distance away to the north.  Planned residential developments and schools in TKO Area 85 and Area 86 are located at more than 800m to the north of the Project Site boundary.  The locations of the identified representative NSRs and photographs showing the existing representative NSRs are presented in Figures 5.3b and 5.3c.  The locations of the identified representative planned NSRs for assessment are presented in Figure 5.3d.   

As the NSRs are located in an isolated high-rise development area and are indirectly affected by Wan Po Road or the Tseung Kwan O Industrial Estate, an ASR of “B” was assigned.  In consideration of the similar surrounding environment of the South East New Territories (SENT) Landfill and the Project Site in terms of their locations and the potential Influencing Factors, reference was made to a recently approved EIA Report for SENT Landfill Extension ([1]) on the measured prevailing noise levels, which were 60 dB(A) Leq, 30min and 55 dB(A) Leq, 30min during day-time and night-time, respectively.  Therefore, the (ANL – 5) criteria of 60 dB(A) Leq, 30min and 50 dB(A) Leq, 30min for day-time and night-time periods, respectively were considered as the stipulated noise limits for the assessment of operational noise impact from the proposed biodiesel plant. 

The identified representative NSRs selected for assessment and the separation distances between the representative NSRs and the Project Site are listed in Table 5.3a. 

Table 5.3a      Representative Noise Sensitive Receivers Selected for Assessment

NSR

Location

Use

No. of Floors

Distance to the Project Site (km) (Approx.)

IR1

Island Resort

Residential

50 - 51

2.5

A86R1(a)

Planned Residential Development in Area 86 (The Lohas Park)

Residential

40 – 50

0.8

A86S1(b)

Planned School in Area 86

Institution

7 - 8

0.9

CSS1(c)

Creative Secondary School

Institution

4 - 6

2.3

Notes:

(a)       The first phase of the Lohas Park, Captial, is near completion and is expected to have population intake from June 2009.

(b)       Planned NSR A86S1 was selected for operational noise impact assessment only as it is expected that the operation of the school will not be prior to the completion of the construction of the proposed biodiesel plant.

(c)       Existing NSR CSS1 was selected for construction noise impact assessment only as the assessment point for NSR A86S1 is located closer to the proposed biodiesel plant than CSS1 for the operational noise impact assessment.

5.4                   Potential Sources of Impact

5.4.1             Construction Phase

The major activities associated with the construction phase will involve the use of PME and they are summarised as follows:

·           Foundation work for Jetty and Buildings – piling, excavation, transportation of materials and the use of generators and cranes; and

·           Building and civil works – the use of excavators, cranes, concrete lorry mixers, rollers, lorries and generators.

 

The construction noise assessment was undertaken based on the proposed construction works programme (see Figure 3.2f) and plant inventory presented in Annex B1.  The plant inventory was reviewed by the Design Engineer and was confirmed to be suitable for completing the proposed biodiesel plant within the scheduled timeframe.

The construction of the building foundation will require percussive piling.  However, it will be controlled under the NCO and therefore is not included in this assessment.

The normal working hours of the Contractor will be between 07:00 and 19:00 hrs from Monday to Saturday (except public holidays).  A CNP will be applied if percussive piling to be conducted between 07:00 and 19:00 hrs on any day other than public holidays.  Construction activities during restricted hours are not expected.  Should evening and night works between 19:00 and 07:00 hrs of the next day or on public holidays (including Sundays) be required, the Contractor will submit a CNP application which will be assessed by the Noise Control Authority.  No percussive piling will be conducted during the restricted hours and on public holidays. 

5.4.2             Operational Phase

Fixed Plant Operation

Noise associated with the operational phase of the proposed biodiesel plant will arise from the tank farm, fat preparation plant, steam boiler room, process building, wastewater treatment plant, jetty and the loading/unloading area.  The layout plan of the proposed biodiesel plant is shown in Figure 3.2c.  The dominant noise sources are mainly from the machinery including the following equipment:

·           Various kinds of pumps and agitators;

·           Cooling tower at roof top of the fat preparation plant;

·           Steam boiler plant and thermal fluid heater;

·           Compressor, dewatering plant and blower;

·           Gantry and barge at the jetty; and

·           Loading/unloading of feedstock and products to and from the road tankers.

Appropriate sound power levels (SWL) of the compressor, barge and gantry were made reference to GW-TM.  The Project Proponent and Design Engineer have confirmed that water cooling tower and air-cooled chiller will be used for the Fat Preparation Plant and site office, respectively.  The water cooling tower to be used will have motor power of 30kW, ie equivalent to 40 horsepower (hp).  Reference was made to the Good Practices on Ventilation System Noise Control to determine the SWL of water cooling tower with 40 hp.  The noise levels for other equipment have made reference to the specifications provided by the suppliers and the results of field measurement conducted at overseas biodiesel plants.  To minimise the noise impact to the environment, most of the noise sources will be housed within individual enclosures.  All outdoor pumps will be provided with complete noise enclosures with no opening facing the LOHAS parks or located within plant rooms.  Taking a conservative approach, it is assumed that all equipment will be operated 24-hour per day, except for the air-cooled chiller of the site office which will only be operated during the day-time period.

The specification of the Project will require that all the pumps in the Project and other equipment in the tank farm, steam boiler room, process building and wastewater treatment plant will have a maximum allowable measured free-field SPL of 85 dB(A) at 1 m from each noise source, with no tonality, impulsiveness and intermittency characteristics, and the water cooling tower and air-cooled chiller will have a maximum allowable SWL of 102 dB(A).  Pumps, water cooling tower and air-cooled chiller with such specifications are widely available in the market and have been widely adopted in other biodiesel plants over the world (see Annex B2).  The Project Proponent and Design Engineer have confirmed that the fixed plants and equipment stated in the EIA Report will have sufficient capacity and output power for carrying out the intended operation.

The suppliers of pumps should guarantee the specified SPL (ie 85 dB(A)) and the equipment should be free of the characteristics of tonality, impulsiveness and intermittency, by providing a certificate of measurement and verify the SPL during testing and commissioning in accordance with international standard procedures.  With such guarantee included in procurement contract, the noise emission from the equipment should comply with the tender specification.  If necessary, the suppliers should apply attenuation measures to achieve the guaranteed noise levels determined during the detailed design stage.  The process engineers have also confirmed that the proposed equipment is available in the market.

The operation of the proposed biodiesel plant will result in a small increase in traffic to the existing TKO Industrial Estate.  As per Table 3.2b, the truck trips that will be generated by the Project will be about 186 truck trips per day (including both the number of trucks going in and out of the plant).  This truck trip generation is considered insignificant compared with the background traffic on Wan Po Road (Annual Average Daily Traffic (AADT) of 19,860 in 2006 as per the Annual Traffic Census 2006 prepared by the Transport Department), the operation of the biodiesel plant will contribute an additional 0.9% to background traffic on Wan Po Road.  No adverse noise impact due to project-induced traffic during operational phase is therefore expected.

5.5                   Assessment Methodology

5.5.1             Construction Phase

The construction noise impact assessment was undertaken in accordance with the procedures outlined in the GW-TM, which is issued under the NCO and the EIAO-TM.  The assessment methodology is summarised as follows:

·           Locate representative NSRs that may be affected by the Project;

·           Determine the types of plant to be used for corresponding activities, based on the agreed plant inventory;

·           Assign sound power levels (SWLs) to the PME proposed based on the GW-TM and list of SWLs of other commonly used PME ([2]);

·           Calculate the correction factors based on the distance between the NSRs and the notional noise source position of the work sites;

·           Apply corrections in the calculations, such as potential screening effects and acoustic reflection, if any; and

·           Predict the construction noise levels at NSRs in the absence of any mitigation measures.

The total SWL associated with each construction activity was established based on an assumed plant inventory.  The notional source position was established in accordance with the procedures stated in the GW-TM.  The potential noise impacts at NSRs were subsequently evaluated by comparing the predicted noise levels with the EIAO-TM day-time construction noise limits (Leq, 30min dB(A)), as outlined in Section 5.2.1.

5.5.2             Operational Phase

Fixed Plant Operation

Noise impact assessment due to on-site operation of the Project was undertaken based on standard acoustic principles as per the requirements of the EIAO-TM.  The methodology for the fixed plant noise assessment is presented below:

·           Identify types of equipment and the number of equipment;

·           Make reference to the GW-TM and Good Practices on Ventilation System Noise Control for the SWL of equipment, if available, or employ maximum SPL for the major noise sources that will be specified in the tender specification;

·           Identify representative NSRs as defined by the EIAO-TM based on existing and committed landuses in the Study Area that may be affected by the Project; 

·           Calculate the distance attenuation to the NSRs from the noise sources; and

·           Present the results in terms of Leq (30min) dB(A).

The noise impact due to the operation of the proposed biodiesel plant was assessed and compared with the noise criteria as outlined in Section 5.2.2. 

5.6                   Evaluation of Impacts

5.6.1             Construction Phase

With the large separation distance between the representative NSRs and the Project Site, the predicted construction noise levels at the identified representative NSRs are well within the stipulated construction noise criteria.  The representative NSRs will not be adversely affected by the construction of the Project.  A summary of the predicted construction noise levels is presented in Table 5.6a.  Details of the noise calculations are presented in Annex B3. 

Table 5.6a      Predicted Construction Noise Levels at Representative NSRs

NSR

Description

Approx. Horizontal Distance to Notional Source Position(a) (km)

Predicted Construction Noise Levels(b), Leq, 30 min dB(A)

A86R1

Planned Residential Development in Area 86     (The Lohas Park)

0.82

58 - 64

CSS1

Creative Secondary School

2.38

48 – 55

IR1

Island Resort

2.60

48 – 54

Notes:

(a)    According to the GW-TM, notional source position refers to the position mid-way between the approximate geographical centre of the construction site and its boundary nearest to the NSR.

(b)    All predicted noise levels were corrected with 3dB(A) for façade reflection.

(c)    Assessment criteria for construction noise impact are 75 dB(A) for domestic premises, 70dB(A) for educational institution and 65dB(A) during examination periods).

5.6.2             Operational Phase

Fixed Plant Operation

The noise levels due to the operation of the proposed biodiesel plant at the representative NSRs were predicted and are summarised in Table 5.6b.  The predicted noise levels are well within the stipulated day-time and night-time (ANL-5) noise criteria.  Details of the noise calculations are presented in Annex B4.

Table 5.6b      Predicted Operational Noise Levels at Representative NSRs

NSR

Description

Predicted Facade Noise Level(a), Leq, 30 min dB(A)

Day-time 

(07:00 – 23:00hrs)

Night-time 

(23:00 – 07:00hrs)

A86R1

Planned Residential Development in Area 86    (The Lohas Park)

49

47

A86S1

Planned School in Area 86

48

46

IR1

Island Resort

40

38

Notes:

(a)    All predicted noise levels were corrected with 3dB(A) for façade reflection.

(b)    According to EIAO-TM, day-time and night-time (ANL-5) noise criteria are 60 dB(A) and 50 dB(A), respectively. 

Except for the water cooling tower and air-cooled chiller located on roof top, barge and gantry at the jetty and the tankers at the loading/unloading area, all other noisy equipment in the fat preparation plant, wastewater treatment plant, steam boiler room and process building will be located within completely enclosed buildings or provided with complete noise enclosures.  The complete noise enclosures will be internally lined with minimum 50mm thick sound absorbing material and will be provided with silencers at outlet and inlet of the enclosure.  A noise reduction of 20dB(A) with the provision of complete noise enclosure was included in the noise assessment as per the Good Practices on Pumping System Noise Control prepared by EPD. 

The water cooling tower and air cooled chiller will be located outdoor on roof top of the fat preparation plant and site office buildings.  A 3 dB(A) correction was included in the noise assessment to account for the potential reflection from any nearby hard surface as detailed building layout is not available at this stage.  The assessment is therefore conservative.     

The Design Engineer confirmed that the operation time for the barge, gantry and the tankers will be about 50% during any 30 minutes ([3]).  This assumption was included in the noise assessment to present the real operational practice.   

The noise assessment for fixed plant operation did not take account of the atmospheric absorption.  Therefore, the noise levels at the NSRs in real situation will be less than the predicted noise levels presented in Table 5.6b.

5.7                   Mitigation Measures

5.7.1             Construction Phase

While adverse noise impact is not expected during the construction phase of the Project, good site practices will be implemented by the Contractor to minimise construction noise impact.  The site practices listed below will be adopted during the construction phase:

·           Only well-maintained plant will be operated on-site and plant will be serviced regularly during the construction program;

·           Silencers or mufflers on construction equipment will be utilized and will be properly maintained during the construction phase;

·           Mobile plant, if any, will be sited as far from NSRs as possible;

·           Machines and plant (such as trucks) that may be in intermittent use will be shut down between work periods or will be throttled down to a minimum;

·           Plant known to emit noise strongly in one direction will, wherever possible, be orientated so that the noise is directed away from the nearby NSRs; and

·           Material stockpiles and other structures will be effectively utilised, wherever practicable, in screening noise from on-site construction activities.

5.7.2             Operational Phase

Although no adverse noise impact is expected during the operational phase of the Project, the following measures will be implemented as far as practicable:

·           Choose quieter equipment; 

·           Include noise levels specification when ordering new plant items;

·           Locate fixed plant items or noise emission points away from the NSRs as far as practicable;

·           Provide complete noise enclosures for all outdoor pumps with no opening facing the LOHAS parks;

·           Locate noisy machines in enclosed plant rooms or buildings; and

·           Develop and implement a regularly scheduled plant maintenance programme so that plant items are properly operated and serviced.  The programme will be implemented by properly trained personnel.

5.8                   Cumulative Impacts

There will be no other construction activity in the vicinity of the site during the construction of the Project and hence it is expected that no cumulative noise impacts will be resulted.

5.9                   Environmental Monitoring and Audit

Given the large separation distance between the identified representative NSRs and the Project Site, and the predicted noise levels at the NSRs during the construction and operational phases are well below the stipulated noise criteria, noise monitoring is not required during construction and operational phases.

5.10               Conclusions

No adverse noise impacts are anticipated at the representative NSRs during the construction and operation of the Project as a result of the implementation of noise control measures in the design of the facility and the large horizontal separation between the identified NSRs and the Project Site.  To further minimise the noise impacts, good site practices and noise reduction measures are recommended during the construction and operational phases of the Project.  No noise monitoring and audit programme is required.


 



([1])     Final EIA Report "South East New Territories (SENT) Landfill Extension" (Register No. EIA-143/2007).

([2])     “Sound power levels of other commonly used PME” prepared by the Noise Control Authority (http://www.epd.gov.hk/epd/english/application_for_licences/guidance/files/OtherSWLe.pdf )

([3])     After the barge is moored at the jetty, the engine of the barge will be switched off.  The materials will be pumped to and from the barge by the on-shore pumps.  When the road tanker is parked at the unloading bay, its engine will be switched off and GTW will be discharged from the tanker to the underground tank by gravity.