Environmental Impact Assessment Ordinance (Cap. 499), Section 5 (7)

 

Environmental Impact Assessment Study Brief No. ESB-140/2006

 

Project Title: Provision of Cremators at Wo Hop Shek Crematorium

 

Name of Applicant: Architectural Services Department

 

 

1.         BACKGROUND

 

1.1              An application (No. ESB-140/2006) for an Environmental Impact Assessment (EIA) Study Brief under section 5(1)(a) of the Environmental Impact Assessment Ordinance (EIAO) was submitted by the Applicant on 4 January 2006 with a project profile (No. PP-275/2006) (the Project Profile).

 

1.2              The phasing and scope of the proposed project include:

 

Phase I

(a)           Demolition of the existing coffin crematorium building, transformer room and pump room including the existing coffin cremators;

 

(b)          Provision of five new coffin cremators, one dual-purpose cremator for handling both coffins and skeleton cremations, one new skeletal cremator and one cremation plant room with sufficient space for housing nine single cremators (i.e. space for the seven new cremators to be installed under Phase I of the current project together with space for two additional new cremators to be provided for expansion in future). The new crematorium will provide seven cremators upon completion of Phase I with an estimated total installed capacity ranging from 890 kg/hr to 1,025 kg/hr;

 

(c)           Provision of a full range of ancillary facilities required for the operation of a crematorium including:

 

-             Multi-purpose Service Halls (3 nos.) for funeral ceremony each with ancillary facilities including clergyman room, waiting room and catafalques for transportation of coffins to the cremation plant room;

 

-             Space for future provision of an additional service hall;

 

-             One Mortuary;

 

-             One Bone Storage Room and one Pulverization Room with a bone cremulator and dust proof cabinets;

 

-             Office accommodation with ancillary facilities such as staff toilets;

 

-             Building services and E&M installations including (i) coffin transportation and insertion equipment, (ii) anti-burglary devices and anti-bumping devices, (iii) automatic pulverizing devices, (iv) CCTV and PA systems, (v) MVAC, (vi) fire fighting facilities, and (vii) emergency generator;

-             Underground Fuel Tank(s);

 

-             Ancillary service rooms including fork lift re-charging room(s), transformer and switch room(s), emergency generator room, fuel tanks and pump rooms, dangerous goods store(s), refuse storage chambers and store room(s) etc;

 

-             Public Toilets for visitors;

 

-             Landscaping;

 

-             Joss Paper Burners;

 

-             Vehicular access for coffin vans and coaches, etc. to the Crematorium; and

 

-             Parking spaces

 

(d)          During the works period of the project, the existing four coffin cremators will be closed down (the skeletal cremator which operates in a separate site will remain in service).

 

Phase II

(e)           Demolition of the existing skeletal cremator building after the satisfactory commissioning of the new replacement under Phase I and provision of landscaping for the site.

 

Future expansion phase

(f)            Provision of two additional cremators and one additional service hall for future expansion. The estimated total installed capacity of the two new cremators will be approximately 360kg/hr.

 

The locations of the existing crematorium and the proposed extension area are shown in Figure 1 of Appendix A.

 

1.3              The Project is a designated project under Schedule 2, N.4, of the EIAO: “A Crematorium”.

 

1.4              Pursuant to section 5(7)(a) of the EIAO, the Director of Environmental Protection (the Director) issues this EIA study brief to the Applicant to carry out an EIA study.

 

1.5              The purpose of this EIA study is to provide information on the nature and extent of environmental impacts arising from the demolition/construction and operation stages of the proposed designated projects and related activities taking place concurrently. This information will contribute to decisions by the Director on:

                       

                                    (i)         the overall acceptability of any adverse environmental consequences that are likely to arise as a result of the Project and the associated activities of the Project;

                                    (ii)        the conditions and requirements for the detailed design, demolition/ construction and operation stages of the Project to mitigate against adverse environmental consequences wherever practicable; and

 

                                    (iii)       the acceptability of residual impacts after the proposed mitigation measures are implemented.

 

 

2.         OBJECTIVES OF THE EIA STUDY

 

                        2.1       The objectives of the EIA study are as follows:

(i)                  to describe the Project and associated works together with the requirements for carrying out the Project;

 

(ii)                to identify and describe elements of community and environment likely to be affected by the Project and/or likely to cause adverse impacts to the Project, including natural and man-made environment and the associated environmental constraints;

 

(iii)               to provide information on justifying the need of the project, considerations given in selecting alternative project options, sites, layouts, designs (including technology to be adopted for the new cremators), and construction methods with a view to avoiding and minimizing the potential environmental impacts; to compare the environmental benefits and dis-benefits of each of the different alternative options; to provide reasons for selecting the preferred option(s) and to describe the part of environmental factors played in the selection;

 

(iv)              to identify and quantify emission sources and determine the significance of impacts on sensitive receivers and potential affected uses;

 

(v)                to identify and quantify any potential landscape and visual impacts and to propose measures to mitigate these impacts;

 

(vi)              to identify and quantify any potential losses or damage and other potential impacts to flora, fauna and natural habitats and to propose measures to mitigate these impacts;

 

(vii)             to identify and quantify any potential water quality impacts and to propose measures to mitigate impacts, if there is to be effluent discharge from the new cremators or associated air pollution control/scrubbing systems;

 

(viii)           to identify and quantify waste management requirements and land contamination prevention requirements, and to propose measures to mitigate or prevent impacts;

 

(ix)              to propose the provision of mitigation measures so as to minimize pollution, environmental disturbance and nuisance during demolition/construction and operation stages of the Project;

 

(x)                to investigate the feasibility, practicability, effectiveness and implications of the proposed mitigation measures;

 

(xi)              to identify, predict and evaluate the residual environmental impacts (i.e. after practicable mitigation) and the cumulative effects expected to arise during the demolition/construction and operation stages of the Project in relation to the sensitive receivers and potential affected uses;

 

(xii)             to identify, assess and specify methods, measures and standards, to be included in the detailed design, demolition/construction and operation stages of the Project which are necessary to mitigate these environmental impacts and cumulative effects and reduce them to acceptable levels;

 

(xiii)           to investigate the extent of the secondary environmental impacts that may arise from the proposed mitigation measures and to identify constraints associated with the mitigation measures recommended in the EIA study, as well as the provision of any necessary modification; and

 

(xiv)           to design and specify environmental monitoring and audit requirements to ensure the effective implementation of the recommended environmental protection and pollution control measures.

 

 

3.         DETAILED REQUIREMENTS OF THE EIA STUDY

 

                        3.1       The Purpose

 

                                    The purpose of this study brief is to scope the key issues of the EIA study.  The Applicant has to demonstrate in the EIA report that the criteria in the relevant sections of the Technical Memorandum on the Environmental Impact Assessment Process of the EIAO (hereinafter referred to as “the TM”) are fully complied with.

 

                        3.2       The Scope  

 

The scope of this EIA study covers the Project mentioned in sub-section 1.2 above. The EIA study shall address the likely key issues described below, together with any other key issues identified during the course of the EIA study:

 

(i)                 the potential air quality impact to the air sensitive receivers during the demolition/construction and operation stages of the Project;

 

(ii)                the potential noise impact to the noise sensitive receivers during the demolition/construction and operation stages of the Project;

 

(iii)              the potential impacts of various types of wastes to be generated from the demolition/construction and operation stages of the Project, in particular the land contamination issues arising from the Project;

 

(iv)              the potential water quality impact arising from the operation stage of the Project, if there is to be effluent discharge from the new cremators or associated air pollution control/scrubbing systems;

 

(v)               the potential landscape and visual impacts caused by the Project during demolition/construction and operation stages;

 

(vi)              the potential terrestrial ecological impacts arising from the demolition/construction and operation stages of the Project including the loss of habitats, removal of vegetation and disturbance to wildlife;

 

(vii)            The potential cumulative environmental impacts of the Project, through interaction or in combination with other existing, committed and planned developments in the vicinity of the Project, and that those impacts may have a bearing on the environmental acceptability of the Project

 

            3.3       Consideration of Alternative Options

 

3.3.1     The Need of the Project

 

             The Applicant shall study and review the need of the Project as outlined in sub-section 1.2 above, and provide information/proof to justify the need.  The Applicant shall explain clearly the purpose and objectives of the Project and describe the scenarios with and without the Project.

 

3.3.2       Consideration of Alternative Extension Options

 

In addition to the proposed extension area mentioned in Figure 1 of Appendix A, the Applicant shall consider other feasible alternative extension options for the Project, including alternative extension in other crematorium sites, alternative sittings of the Project, alternative extension areas, plant layout and design (including technology to be adopted for the new cremators) etc. A comparison of the environmental benefits and dis-benefits of all feasible alternative extension options shall be made with a view to recommending the preferred option to avoid adverse environmental impact to the maximum practicable extent. In particular, consideration shall be given to avoid or minimize the disturbance to the ecosystems in the Project areas.

 

3.3.3       Consideration of Different Transportation Routes

 

The Applicant shall consider different transportation routes during the demolition/construction and operation stages of the Project with a view to avoiding and minimizing environmental nuisances to the sensitive receivers within the Study Area.

 

3.3.4    Selection of Preferred Scenario

 

Taking into consideration the findings resulting from sub-sections 3.3.2 & 3.3.3 above, the Applicant shall recommend/justify the selection of the preferred scenario that will avoid or minimize adverse environmental effects arising from the Project, and adequately describe the part that environmental factors played in arriving at the final selection.

 

                        3.4       Technical Requirements

 

The Applicant shall conduct the EIA study to address all environmental aspects as described in sub-sections 3.1, 3.2 and 3.3 above. The EIA study shall include the following technical requirements on specific impacts:

           

 

3.4.1       Air Quality Impact

 

3.4.1.1    The Applicant shall follow the criteria and guidelines for evaluating and assessing air quality impact as stated in section 1 of Annex 4 and Annex 12 of the TM, respectively. The assessment shall be based on the best available information at the time of the assessment.

 

3.4.1.2    The study area for air quality impact assessment shall generally be defined by a distance of 1,000 metres from the boundary of the project site; with consideration be given to extend the area to include major emission sources that may have a bearing on the environmental acceptability of the Project.  The emissions from associated works of the Project shall also be included in determining the cumulative impacts.  Besides, if any other concurrent projects are identified relevant during the course of the EIA study, its possible emissions shall also be taken into account in the air quality impact assessment.

 

3.4.1.3    The Applicant shall assess the construction dust impact arising from the demolition/construction works of the Project and the air quality impact during operation stage of the Project with reference to the relevant sections of the guidelines in Appendices B-1 to B-3, or other methodology as agreed by the Director.

 

3.4.1.4    The air quality impact assessment shall include the following:

 

(i)          Background and Analysis of Activities

 

(a)   Provide background information relating to air quality issues relevant to the Project, e.g. description of the types of activities of the Project that may affect air quality during demolition/construction and operation stages.

 

(b)   Give an account, where appropriate, of the consideration/measures that had been taken into consideration in the planning of the Project to abate the air pollution impact. That is, the Applicant shall consider alternative construction methods/phasing programmes and alternative operation modes to minimize the air quality impact during demolition/construction and operation stages of the Project. For example, considerations should be given to the use of gases fuel to reduce emissions during cremation.

 

(c)   Present the background air quality levels in the assessment area for the purpose of evaluating the cumulative air quality impacts during demolition/construction and operation stages of the Project. Also compare and present the anticipated improvements over the existing levels in terms of air emission data.

 

(ii)         Identification of Air Sensitive Receivers (ASRs) and Examination of Emission/Dispersion Characteristics

 

(a)   Identify and describe representative existing and planned/committed ASRs that would likely be affected by all identified potential adverse environmental impacts arising from the Project, both on-site and off-site, including those earmarked on the relevant Outline Zoning Plans, Development Permission Area Plans, Outline Development Plans, Layout Plans and other relevant published land use plans.  The Applicant shall select assessment points of the identified ASRs that represent the worst impact point of these ASRs.  A map clearly showing the locations and descriptions such as names of buildings, uses and heights of the selected assessment points shall be given.  The separation distances of these ASRs from the nearest emission sources shall also be given.

 

(b)   Provide an exhaustive list of air pollutant emission sources, including any nearby emission sources which are likely to have impact related to the Project based on the analysis of the activities during demolition/ construction and operation stages of the Project in sub-section 3.4.1.4(i)(a) above. Confirmation regarding the validity of the assumptions adopted and the magnitude of the activities (e.g. volume of construction material handled, traffic mix and volume on a road etc.) shall be obtained from the relevant government departments/authorities and documented.

 

(iii)      Construction Phase Air Quality Impact

 

(a)   The Applicant shall follow the requirements stipulated under the Air Pollution Control (Construction Dust) Regulation to ensure that construction dust impacts are controlled within the relevant standards as stipulated in section 1 of Annex 4 of the TM.  A monitoring and audit programme for the construction phase shall be devised to verify the effectiveness of the control measures proposed so as to ensure proper construction dust control.

 

(b)   If the Applicant anticipates that the Project will give rise to significant construction dust impacts likely to exceed the recommended limits in the TM at the ASRs despite the incorporation of the dust control measures proposed in accordance with sub-section 3.4.1.4(iii)(a) above, a quantitative assessment should be carried out to evaluate the construction dust impact at the identified ASRs.  The Applicant shall follow the methodology set out in sub-section 3.4.1.4(v) below when carrying out the quantitative assessment.

 

(iv)      Operational Phase Air Quality Impact

 

(a)   In addition to preparing a list of emission sources required in S.3.4.1.4 (ii)(b) above, the Applicant shall state the target emission levels for the cremators, and compare them with the standards specified in the latest set of Guidance Note on the Best Practicable Means for Crematoria issued by EPD, and other relevant overseas standards.  The target emission levels for the cremators, including but not limited to that for dioxins, should be agreed with the Director prior to the carrying out of the quantitative assessment on operational air quality impact.

 

(b)   The Applicant shall calculate the expected air pollutant concentrations at the identified ASRs based on an assumed reasonably worst-case scenario under normal operating conditions and during the testing stage of the new cremators.  Special attention shall be placed on the testing stage of the new cremators when there is potential for both the existing and new cremators being operated and emitting air pollutants concurrently. The evaluation shall be based on the strength of the emission sources identified in sub-sections 3.4.1.4(ii)(b) and 3.4.1.4(iv)(a) above.  The Applicant shall follow sub-section 3.4.1.4(v) below when carrying out the quantitative assessment.

 

(v)       Quantitative Assessment Methodology

 

(a)   The Applicant shall apply the general principles enunciated in the modelling guidelines in Appendices B1 to B3 while making allowance for the specific characteristic of the Project.  This specific methodology must be documented in such level of details, preferably assisted with tables and diagrams, to allow the readers of the EIA report to grasp how the model has been set up to simulate the situation under study without referring to the model input files.  Detailed calculations of air pollutants emission rates for input to the modelling shall be presented in the EIA report.  The Applicant must ensure consistency between the text description and the model files at every stage of submissions for review.  In case of doubt, prior agreement between the Applicant and the Director on the specific modelling details should be sought.

 

(b)   The Applicant shall identify the key/representative air pollutant parameters (types of pollutants and the averaging time concentrations) to be evaluated and provide explanation for selecting such parameters for assessing the impact from the Project.

 

(c)   The Applicant shall calculate the overall cumulative air quality impact at the ASRs identified under sub-section 3.4.1.4 (ii) above and compare these results against the criteria set out in section 1 of Annex 4 in the TM.  The predicted air quality impacts (both unmitigated and mitigated) shall be presented in the form of summary table(s) and pollution contours, to be evaluated against the relevant air quality standards and on any effect they may have on the land use implications.  Plans of a suitable scale should be used to present pollution contours to allow buffer distance requirements to be determined properly. In order to get a full picture of air emissions in particular dioxins and mercury from the Project, an inventory figure (in g I-TEQ/year for dioxins) should be estimated and presented.

 

(vi)    Mitigation Measures for Non-compliance

 

The Applicant shall propose remedies and mitigating measures where the predicted air quality impact exceeds the criteria set in section 1 of Annex 4 in the TM.  These measures and other associated constraints on future land use planning shall be agreed with the relevant government departments/authorities and be clearly documented in the EIA report.  The Applicant shall demonstrate quantitatively that the residual impacts after incorporation of the proposed mitigating measures will comply with the criteria stipulated in section 1 of Annex 4 in the TM.

 

 

(vii)    Submission of Model Files

 

All input and output file(s) of the model run(s) shall be submitted to the Director in electronic format.

 

3.4.2      Waste Management & Land Contamination Impact

 

3.4.2.1     The Applicant shall follow the criteria and guidelines for evaluating and assessing waste management implications as stated in Annexes 7 and 15 of the TM respectively.

 

3.4.2.2     The assessment of waste management implications shall cover the following:

 

(i)        Analysis of Activities and Waste Generation

 

The Applicant shall identify the quantity, quality and timing of the waste arising as a result of the demolition/construction and operation activities of the Project, based on the sequence and duration of these activities. The Applicant shall adopt design, general layout, construction methods and programme to minimize the generation of public fill/inert construction and demolition material (C&DM) and maximize the use of public fill/inert C&DM for other construction works.

 

(ii)         Proposal for Waste Management

 

(a)     Prior to considering the disposal options for various types of wastes, opportunities for reducing waste generation, on-site or off-site re-use and recycling shall be fully evaluated.  Measures which can be taken in the planning and design stages e.g. by modifying the design approach and in the construction stage for maximizing waste reduction shall be separately considered.

 

(b)     After considering all the opportunities for reducing waste generation and maximizing re-use, the types and quantities of the wastes required to be disposed of as a consequence shall be estimated and the disposal options for each type of waste shall be described in detail. Pretreatment processes for slurry before disposal shall be addressed in details.  The disposal method recommended for each type of waste shall take into account of the result of the assessment in (c) below. The EIA report shall also state clearly the transportation routings and the frequency of the trucks/ vessels involved, any barging point or conveyor system to be used, the stockpiling areas and the disposal outlets for the wastes identified.

 

(c)     The impact caused by handling (including labelling, packaging & storage), collection, and reuse/disposal of wastes shall be addressed in detail and appropriate mitigation measures shall be proposed. This assessment shall cover the following areas :

-  potential hazard;

-  air and odour emissions;

-  noise;

-  wastewater discharge; and

-  public transport.

 

3.4.2.3     To prevent contamination problems from arising in future, the Applicant shall:

 

(i)          identify the possible sources of contamination in their operations; and

(ii)         formulate appropriate operational practices, waste management strategies and precautionary measures for prevention of contamination problems.

 

3.4.3      Landscape and Visual Impact

 

3.4.3.1    The Applicant shall follow the criteria and guidelines as stated in Annexes 10 and 18 of the TM for evaluating and assessing landscape and visual impacts of any above ground structures and work areas associate with the Project.  Landscape and visual impacts during demolition/construction and operation stages within the study area shall be assessed.

 

3.4.3.2    The study area for the landscape impact assessment shall include all areas within 500 metres from the Project.  The study area for the visual impact assessment shall be defined by the visual envelope from the Project.  The defined visual envelop must be shown on a plan.

 

3.4.3.3    The Applicant shall review relevant Outline Zoning Plans, Development Permissions Area Plans, Outline Development Plans, Layout Plans, other relevant published land use plans, planning briefs and studies which may identify areas of high landscape value and recommend country park, coastal protection area, conservation area, open space, amenity area and green belt designations.  Any guidelines on landscape strategies, landscape frameworks, urban design concepts, building height profiles, special design areas, landmarks, designated view corridors, open space networks, landscape links that may affect the appreciation of the Project shall also be reviewed.  The aim is to gain an insight to the future outlook of the area so as to assess whether the project can fit into surrounding setting.  Any conflict with statutory town plan(s) and any published land use plans should be highlighted and appropriate follow-up action should be recommended.

 

3.4.3.4    The Applicant shall describe, appraise, analyse and evaluate the existing and planned landscape resources and character of the study area.  A system shall be derived for judging landscape and visual impact significance as required under the TM.  Annotated oblique aerial photographs and plans of suitable scale showing the baseline landscape character areas and landscape resources and mapping of impact assessment shall be extensively used to present the findings of impact assessment.  Descriptive text shall provide a concise and reasoned judgment from a landscape and visual point of view.  The assessment shall be particularly focused on the sensitivity of the landscape framework and its ability to accommodate change.  The Applicant shall identify the degree of compatibility of the Project with the existing and planned landscape settings.  The landscape impact assessment shall quantify the potential landscape impacts as far as possible, so as to illustrate the significance of such impacts arising from the Project.  Clear mapping of the landscape impact is required.  A tree survey shall be carried out and the impacts on existing mature trees shall be addressed.  Cumulative landscape and visual impacts of the Project with other committed and planned developments and other possible developments in the study area shall be assessed.

 

3.4.3.5    The Applicant shall assess the visual impacts of the Project.  Clear illustrations including mapping of visual impact is required.  The assessment shall include the following:

 

(i)                  identification and plotting of visual envelop of the Project;

 

(ii)                identification of the key groups of sensitive receivers within the visual envelope with regard to views from both ground level, sea level and elevated vantage points;

 

(iii)               description of the visual compatibility of the Project with the surrounding and the planned setting, and its obstruction and interference with the key views of the adjacent areas;

 

(iv)              description of the severity of visual impacts in terms of nature, distance and number of sensitive receivers. The visual impacts of the project with and without mitigation measures shall also be included so as to demonstrate the effectiveness of the proposed mitigation measures.

 

3.4.3.6               The Applicant shall evaluate the merits of preservation in totality, in parts or total destruction of existing landscape and the establishment of a new landscape character area.  In addition, alternative layout option, design and construction methods that would avoid or reduce the identified landscape and visual impacts shall be evaluated for comparison before adopting other mitigation or compensatory measures to alleviate the impacts.  The mitigation measures proposed shall not only be concerned with damage reduction but shall also include consideration of potential enhancement of existing landscape and visual quality.  The Applicant shall recommend mitigation measures to minimize the adverse effects identified above, including provision of a landscape design.

 

3.4.3.7    The mitigation measures shall include preservation of vegetation, transplanting of mature trees, provision of screen planting, re-vegetation of disturbed land, woodland restoration, compensatory planting, provisioning/ reprovisioning of amenity areas and open spaces, minimization of noise barriers, design of structures, provision of finishes to structures, colour scheme and texture of material used and any measures to mitigate the impact on existing and planned land uses.  Parties shall be identified for the on going management and maintenance of the proposed mitigation works to ensure their effectiveness throughout the operation phases of the Project.  A practical programme and funding proposal for the implementation of the recommended measures shall be provided.

 

3.4.3.8    Annotated illustration materials such as coloured perspective drawings, plans and section/elevation diagrams, oblique aerial photographs, photographs taken at vantage points, and computer-generated photomontage shall be adopted to fully illustrate the landscape and visual impacts of the Project to the satisfaction of the Director.  In particular, the landscape and visual impacts of the Project with and without mitigation measures shall also be properly illustrated in existing and planned setting by computer-generated photomontage so as to demonstrate the effectiveness of the proposed mitigation measures.  All computer graphics shall be compatible with Microstation DGN file format.  The Applicant shall record the technical details such as system set-up, software, data files and function in preparing the illustration, which may need to be submitted for verification of the accuracy of the illustrations.

 

 

3.4.4      Ecological Impact (Terrestrial)

 

3.4.4.1    The Applicant shall follow the criteria and guidelines for evaluating and assessing ecological impact as stated in Annexes 8 and 16 of the TM respectively.

 

3.4.4.2    The study area for the purpose of terrestrial ecological assessment shall include all areas within 500 metres from the site boundary of the land based works areas or the area likely to be impacted by the Project.

 

3.4.4.3    In the ecological impact assessment, the Applicant shall examine the flora, fauna and other components of the ecological habitats within the assessment area.  The aim shall be to protect, maintain or rehabilitate the natural environment.  In particular, the Project shall avoid impacts on recognized sites of conservation importance and other ecological sensitive areas.  The assessment shall identify and quantify as far as possible the potential ecological impacts arising from the demolition/construction and operation of the Project and in combination with those cumulative impacts from associated works of the Project.

 

3.4.4.4    The assessment shall include the following major tasks:

 

(i)                  review and incorporate the findings of relevant studies and collate all the available information regarding the ecological characters of the assessment area;

 

(ii)                carry out necessary field surveys, the duration of which shall be at least four months (covering wet season), and investigation to verify the information collected, fill the information gaps identified in sub-section 3.4.4.4 (i) above and fulfil the objectives of the EIA study;

 

(iii)               evaluate the information collected from sub-sections 3.4.4.4 (i) & (ii) above, and determine whether further ecological survey is required under the following sub-section 3.4.4.4 (v);

 

(iv)              present the findings of all relevant studies together with surveys carried out under this Study;

 

(v)                establish an ecological profile of the study area based on data of relevant previous studies/surveys and results of additional ecological field surveys, and describe the characteristics of each habitat found. Major information to be provided shall include:

 

(a)    description of the physical environment, including all recognized sites of conservation importance and ecologically sensitive areas, and assess whether these sites will be affected by the Project or not;

 

(b)    habitats maps of suitable scale (1:1000 to 1:5000) showing the types and locations of habitats in the study area;

 

(c)    ecological characteristics of each habitat type such as size, vegetation type, species present, dominant species found, species diversity and abundance, community structure, seasonal patterns, inter-dependence of the habitats and species, and presence of any features of ecological importance;

 

(d)    representative colour photographs of each habitat type and any important ecological features identified;

 

(e)    species found that are rare, endangered and/or listed under local legislation, international conventions for conservation of wildlife/habitats or Red Data Books;

 

(vi)        investigate and describe the existing wildlife uses of the various habitats with special attention to those wildlife groups and habitats with conservation interests, including but not limited to the following:

 

-      woodlands

-      natural stream courses and rivers

-      vertebrates (e.g. avifauna, mammals including bats, fish, herpetofauna)

-      macroinvertebrates (e.g. butterflies, odonates, crustaceans)

-      any other habitats and wildlife groups identified as having special conservation interests by this EIA study;

 

(vii)       using suitable methodology to identify and quantify as far as possible any direct, indirect, on-site, off-site, primary, secondary and cumulative ecological impacts on the wildlife groups and habitats mentions in sub-section 3.4.4.4 (vi) above, such as destruction of habitats, reduction of species abundance/diversity, loss of feeding grounds, reduction of ecological carrying capacity, habitat fragmentation;

 

(viii)      demonstrate that the ecological impacts due to the demolition/construction and operation stages of the Project are avoided by design to the maximum practicable extent;

 

(ix)        evaluate the significance and acceptability of the ecological impacts identified using well-defined criteria;

 

(x)                recommend all possible alternative options (such as different extension area and/or using other construction methods and sequences) and practicable mitigation measures to avoid, minimize and/or compensate for the adverse ecological impacts identified;

 

(xi)              evaluate the feasibility and effectiveness of the recommended mitigation measures and define the scope, type, location, implementation arrangement, subsequent management and maintenance of such measures;

 

(xii)             determine and quantify as far as possible the residual ecological impacts after implementation of the proposed mitigation measures;

 

(xiii)           evaluate the severity and acceptability of the residual ecological impacts using well-defined criteria; and

 

(xiv)           review the need for and recommend any ecological monitoring programme required.

 

 

 

3.4.5        Noise Impact

 

3.4.5.1     The Applicant shall follow the criteria and guidelines for evaluating and assessing the noise impacts arising from demolition/construction and operation stages of the Project as stated in Annexes 5 and 13 of the TM, respectively.

 

3.4.5.2     The noise impact assessment shall include the following :

 

(i)         Determination of Assessment Area

 

The study area for the noise impact assessment shall generally be defined by a distance of 300m from the boundary of the project site; with consideration be given to extend the area to include major emission sources that may have a bearing on the environmental acceptability of the Project.  It will have to include areas where the noise sensitive uses may be potentially affected by the Project especially areas close to the road network affected by traffic generated from this Project. Subject to the agreement of the Director, the assessment area could be reduced accordingly if the first layer of noise sensitive receivers (NSRs), closer than 300m from the outer project limit, provides acoustic shielding to those receivers at further distance behind.  Similarly, subject to the agreement of the Director, the assessment area shall be expanded to include NSRs at distance >300m which would be affected by the demolition/construction and operation of the Project.

 

(ii)      Provision of Background Information and Existing Noise Levels

 

The Applicant shall provide all background information relevant to the Project, including relevant previous or current studies.  Unless required for determining the planning standards, such as those for planning of fixed noise sources, no existing noise levels are r­equired except as set out below.

 

(iii)     Identification of Noise Sensitive Receivers

 

(a)     The Applicant shall refer to Annex 13 of the TM when identifying the NSRs.  The NSRs shall include all existing NSRs and all planned/committed noise sensitive developments and uses earmarked on the relevant Outline Zoning Plans, Development Permission Area Plans, Outline Development Plans, Layout Plans and other relevant published land use plans.  Photographs of all existing NSRs shall be appended to the EIA report.

 

(b)     The Applicant shall select assessment points to represent all identified NSRs for carrying out quantitative noise assessment described below.  The assessment points shall be agreed with the Director prior to the quantitative noise assessment.  A map showing the location and description such as name of building, use, and floors of each and every selected assessment point shall be given.  For planned noise sensitive land uses without committed site layouts, the Applicant should use the relevant planning parameters to work out representative site layouts for operational noise assessment purpose.

 

 

(iv)         Provision of an Emission Inventory of the Noise Sources

 

The Applicant shall provide an inventory of noise sources including representative construction equipment for construction noise assessment, and traffic flow/fixed plant equipment, as appropriate, for operational noise assessment.  Confirmation on the validity of the inventory shall be obtained from the relevant government departments/authorities and documented.

                       

(v)         Construction Noise Assessment

 

(a)   The assessment shall cover the cumulative noise impacts due to the construction works of the Project and other likely concurrent projects identified during the course of the EIA study.

 

(b)   The Applicant shall carry out assessment of noise impact from construction (excluding percussive piling) of the Project during day time, i.e. 7 a.m. to 7 p.m., on weekdays other than general holidays in accordance with the methodology stipulated in paragraphs 5.3. and 5.4 of Annex 13 of the TM.  The criteria in Table 1B of Annex 5 of the TM shall be adopted in the assessment.

 

(c)   To minimize the construction noise impact, alternative construction methods to replace percussive piling shall be proposed as far as practicable.  In case blasting works will be involved, it should be carried out, as far as practicable, outside the sensitive hours of 7 p.m. to 7 a.m. on Monday to Saturday and any time on a general holiday, including Sunday. For blasting that must be carried out during the above-mentioned sensitive hours, the noise impact in associated with the removal of debris and rocks should be fully assessed and adequate mitigation measures should be recommended to reduce the noise impact as appropriate.

 

(d)   If the unmitigated construction noise levels are found exceeding the relevant criteria, the Applicant shall propose practicable direct mitigation measures (including movable barriers, enclosures, quieter alternative methods, re-scheduling and restricting hours of operation of noisy task) to minimize the impact.  If the mitigated noise levels still exceed the relevant criteria, the duration of the noise exceedance shall be given.

 

(e)   The Applicant shall formulate a reasonable construction programme as far as practicable such that no work will be required in the restricted hours as defined under the Noise Control Ordinance (NCO).  In case the Applicant needs to evaluate whether construction works in restricted hours as defined under the NCO are feasible or not in the context of programming construction works, reference should be made to the relevant technical memoranda issued under the NCO. Regardless of the results of the construction noise impact assessment for restricted hours, the Noise Control Authority will process the Construction Noise Permit (CNP) application, if necessary, based on the NCO, the relevant technical memoranda issued under the NCO, and the contemporary conditions/situations. This aspect should be explicitly stated in the noise chapter and the conclusions and recommendations chapter in the EIA report.

 

(vi)    Operational Noise Assessment

 

(a)      Fixed Noise Sources

 

(a1)    Assessment of Fixed Source Noise Levels

 

The Applicant shall calculate the expected noise using standard acoustics principles.  Calculations for the expected noise shall be based on assumed plant inventories and utilization schedule for the worst case scenario. The Applicant shall calculate the noise levels taking into account correction of tonality, impulsiveness and intermittency in accordance with the Technical Memorandum for the Assessment of Noise from Places other than Domestic Premises, Public Places or Construction Sites.

 

(a2)    Presentation of Noise Levels

 

The Applicant shall present the existing and future noise levels in Leq (30 min) at the NSRs at various representative floor levels (in m P.D.) on tables and plans of suitable scale.

 

A quantitative assessment at the NSRs for the proposed fixed noise source(s) shall be carried out and compared against the criteria set out in Table 1A of Annex 5 of the TM.

 

(a3)    Proposals for Noise Mitigation Measures

 

The Applicant shall propose direct technical remedies within the project limits in all situations where the predicted noise level exceeds the criteria set out in Table 1A of Annex 5 of the TM to protect the affected NSRs.

 

(vii)         Assessment of Side Effects and Constraints

 

The Applicant shall identify, assess and propose means to minimize any side effects and to resolve any potential constraints due to the inclusion of any recommended direct technical remedies.

 

(viii)            Evaluation of Constraints on Planned Noise Sensitive Developments/Landuses

 

For planned noise sensitive uses which will still be affected even with all practicable direct technical remedies in place, the Applicant shall propose, evaluate and confirm the practicality of additional measures within the planned noise sensitive uses and shall make recommendations on how these noise sensitive uses will be designed for the information of relevant parties.

 

The Applicant shall take into account agreed environmental requirements / constraints identified by the study to assess the development potential of concerned sites which shall be made known to the relevant parties.

 

3.4.6      Water Quality Impact

 

3.4.6.1    The EIA shall provide a general description of any air pollution control system and any scrubbing system for the new cremators.  Unless the EIA confirms that there will be no effluent discharge from the new cremators or any associated air pollution control/scrubbing system, a water quality impact assessment for the operational stage shall be required.  In that event, the Director shall be approached for detailed requirements for the assessment.

 

3.4.7      Summary of Environmental Outcomes

 

The EIA report shall contain a summary of the key environmental outcomes arising from the EIA study, including the population and environmentally sensitive areas protected, environmentally friendly designs recommended, key environmental problems avoided, compensation areas included and the environmental benefits of environmental protection measures recommended.

 

3.4.8      Environmental Monitoring and Audit (EM&A) Requirements

 

3.4.8.1    The Applicant shall identify and justify in the EIA study whether there is any need for EM&A activities during the demolition/construction and operation stages of the Project and, if affirmative, to define the scope of the EM&A requirements for the Project in the EIA study.

 

3.4.8.2    Subject to the confirmation of the EIA study findings, the Applicant shall comply with the requirements as stipulated in Annex 21 of the TM.  The Applicant shall also propose real-time reporting of monitoring data for the Project through a dedicated internet website.

 

3.4.8.3    The Applicant shall prepare a project implementation schedule (in the form of a checklist as shown in Appendix C to this EIA study brief) containing all the EIA study recommendations and mitigation measures with reference to the implementation programme.

 

 

4.           DURATION OF VALIDITY

 

4.1          The Applicant shall notify the Director of the commencement of the EIA study. If the EIA study does not commence within 36 months after the date of issue of the EIA study brief, the Applicant shall apply to the Director for a fresh EIA study brief before commencement of the EIA study.

 

 

5.            REPORT REQUIREMENTS

 

5.1          In preparing the EIA report, the Applicant shall refer to Annex 11 of the TM for the contents of an EIA report.  The Applicant shall also refer to Annex 20 of the TM, which stipulates the guidelines for the review of an EIA report.

 

5.2          The Applicant shall supply the Director with the following number of copies of the EIA report and the executive summary:

 

(i)                  50 copies of the EIA report in English and 80 copies of the executive summary (each bilingual in both English and Chinese) as required under section 6(2) of the EIAO to be supplied at the time of application for approval of the EIA report.

 

(ii)                When necessary, addendum to the EIA report and the executive summary submitted in sub-section 5.2 (i) above as required under section 7(1) of the EIAO, to be supplied upon advice by the Director for public inspection.

 

(iii)               20 copies of the EIA report in English and 50 copies of the executive summary (each bilingual in both English and Chinese) with or without Addendum as required under section 7(5) of the EIAO, to be supplied upon advice by the Director for consultation with the Advisory Council on the Environment.

 

5.3          The Applicant shall, upon request, make additional copies of the above documents available to the public, subject to payment by the interested parties of full costs of printing.

 

5.4          In addition, to facilitate the public inspection of the EIA report via the EIAO Internet Website, the applicant shall provide electronic copies of both the EIA report and the executive summary prepared in HyperText Markup Language (HTML) (version 4.0 or later) and in Portable Document Format (PDF version 4.0 or later), unless otherwise agreed by the Director.  For the HTML version, a content page capable of providing hyperlink to each section and sub-section of the EIA report and the executive summary shall be included in the beginning of the document. Hyperlinks to all figures, drawings and tables in the EIA report and executive summary shall be provided in the main text from where the respective references are made.  All graphics in the report shall be in interlaced GIF format unless otherwise agreed by the Director.

 

5.5          The electronic copies of the EIA report and the executive summary shall be submitted to the Director at the time of application for approval of the EIA report. 

 

5.6          When the EIA report and the executive summary are made available for public inspection under section 7(1) of the EIAO, the content of the electronic copies of the EIA report and the executive summary must be the same as the hard copies and the Director shall be provided with the most updated electronic copies.

 

5.7          To promote environmentally friendly and efficient dissemination of information, both hardcopies and electronic copies of future EM&A reports recommended by the EIA study shall be required and their format shall be agreed by the Director.

 

 

6.           OTHER PROCEDURAL REQUIREMENTS

 

6.1          If there is any change in the name of Applicant for this EIA study brief during the course of the EIA study, the Applicant must notify the Director immediately.

 

6.2          If there is any key change in the scope of the Project mentioned in sub-section 1.2 of this EIA study brief and in Project Profile (No. PP-275/2006), the Applicant must seek confirmation from the Director in writing on whether or not the scope of issues covered by this EIA study brief can still cover the key changes, and the additional issues, if any, that the EIA study must also address.  If the changes to the Project fundamentally alter the key scope of the EIA study brief, the Applicant shall apply to the Director for a fresh EIA study brief.

 

--- END OF EIA STUDY BRIEF ---

 

February 2006

Environmental Assessment Division,

Environmental Protection Department


Appendix A

 

Figure 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 


                                                                                                                           

 


Appendix B-1

 

 

Guidelines on Choice of Models and Model Parameters

 

[The information contained in this Appendix is only meant to assist the Applicant in performing the air quality assessment.  The Applicant must exercise professional judgment in applying this general information for the Project.]

 

 

1.    Introduction

 

1.1       To expedite the review process by the Authority and to assist project proponents or environmental consultants with the conduct of air quality modelling exercise which are frequently called for as part of environmental impact assessment studies, this paper describes the usage and requirements of a few commonly used air quality models.

 

2.                  Choice of Models

 

2.1       The models which have been most commonly used in air quality impact assessments, due partly to their ease of use and partly to the quick turn-around time for results, are of Gaussian type and designed for use in simple terrain under uniform wind flow. There are circumstances when these models are not suitable for ambient concentration estimates and other types of models such as physical, numerical or mesoscale models will have to be used. In situations where topographic, terrain or obstruction effects are minimal between source and receptor, the following Gaussian models can be used to estimate the near-field impacts of a number of source types including dust, traffic and industrial emissions.

 

            Model                    Applications

            FDM                      for evaluating fugitive and open dust source impacts (point, line and area sources)

            CALINE4              for evaluating mobile traffic emission impacts (line sources)

            ISCST3                 for evaluating industrial chimney releases as well as area and volumetric sources (point, area and volume sources); line sources can be approximated by a number of volume sources.

 

            These frequently used models are also referred to as Schedule 1 models (see attached list).

 

2.2              Note that both FDM and CALINE4 have a height limit on elevated sources (20 m and 10m, respectively). Source of elevation above these limits will have to be modelled using the ISCST3 model or suitable alternative models. In using the latter, reference should be made to the 'Guidelines on the Use of Alternative Computer Models in Air Quality Assessment' in Appendix B-3.

 

2.3              The models can be used to estimate both short-term (hourly and daily average) and long-term (annual average) ambient concentrations of air pollutants. The model results, obtained using appropriate model parameters (refer to Section 3) and assumptions, allow direct comparison with the relevant air quality standards such as the Air Quality Objectives (AQOs) for the relevant pollutant and time averaging period.

 

 

3.         Model Input Requirements

 

3.1       Meteorological Data

 

3.1.1    At least 1 year of recent meteorological data (including wind speed, wind direction, stability class, ambient temperature and mixing height) from a weather station either closest to or having similar characteristics as the study site should be used to determine the highest short-term (hourly, daily) and long-term (annual) impacts at identified air sensitive receivers in that period. The amount of valid data for the period should be no less than 90 percent.

 

3.1.2    Alternatively, the meteorological conditions as listed below can be used to examine the worst case short-term impacts:

 

Day time:      stability class D; wind speed 1 m/s (at 10m height); worst-case wind angle; mixing height 500 m

 

Night time:    stability class F; wind speed 1 m/s (at 10m height); worst case wind angle; mixing height 500 m

           

            This is a common practice with using the CALINE4 model due to its inability to handle lengthy data set.

 

3.1.3    For situations where, for example, (i) the model (such as CALINE4) does not allow easy handling of one full year of meteorological data; or (ii) model run time is a concern, the followings can be adopted in order to determine the daily and annual average impacts:

 

(i)                  perform a frequency occurrence analysis of one year of meteorological data to determine the actual wind speed (to the nearest unit of m/s), wind direction (to the nearest 10o) and stability (classes A to F) combinations and their frequency of occurrence;

(ii)                determine the short term hourly impact under all of the identified wind speed, wind direction and stability combinations; and

(iii)               apply the frequency data with the short term results to determine the long term (daily / annual) impacts.

 

Apart from the above, any alternative approach that will capture the worst possible impact values (both short term and long term) may also be considered.

 

3.1.4    Note that the anemometer height (relative to a datum same for the sources and receptors) at which wind speed measurements were taken at a selected station should be correctly entered in the model. These measuring positions can vary greatly from station to station and the vertical wind profile employed in the model can be grossly distorted from the real case if incorrect anemometer height is used. This will lead to unreliable concentration estimates.

 

3.1.5    An additional parameter, namely, the standard deviation of wind direction,  σΘ, needs to be provided as input to the CALINE4 model. Typical values ofσΘ range from 12o for rural areas to 24o for highly urbanised areas under 'D' class stability. For semi-rural such as new development areas, 18o is more appropriate under the same stability condition. The following reference can be consulted for typical ranges of standard deviation of wind direction under different stability categories and surface roughness conditions.

 

Ref.(1): Guideline On Air Quality Models (Revised), EPA-450/2-78-027R, United States Environmental Protection Agency, July 1986.

 

3.2       Emission Sources

 

            All the identified sources relevant to a process plant or a study site should be entered in the model and the emission estimated based on emission factors compiled in the AP-42 (Ref. 2) or other suitable references. The relevant sections of AP-42 and any parameters or assumptions used in deriving the emission rates (in units g/s, g/s/m or g/s/m2) as required by the model should be clearly stated for verification. The physical dimensions, location, release height and any other emission characteristics such as efflux conditions and emission pattern of the sources input to the model should also correspond to site data.

 

            If the emission of a source varies with wind speed, the wind speed-dependent factor should be entered.

 

Ref.(2): Compilation of Air Pollutant Emission Factors, AP-42, 5th Edition, United States Environmental Protection Agency, January 1995.

 

3.3       Urban/Rural Classification

 

            Emission sources may be located in a variety of settings. For modelling purposes these are classed as either rural or urban so as to reflect the enhanced mixing that occurs over urban areas due to the presence of buildings and urban heat effects. The selection of either rural or urban dispersion coefficients in a specific application should follow a land use classification procedure. If the land use types including industrial, commercial and residential uses account for 50% or more of an area within 3 km radius from the source, the site is classified as urban; otherwise, it is classed as rural.

 

3.4       Surface Roughness Height

 

            This parameter is closely related to the land use characteristics of a study area and associated with the roughness element height. As a first approximation, the surface roughness can be estimated as 3 to 10 percent of the average height of physical structures. Typical values used for urban and new development areas are 370 cm and 100 cm, respectively.

 

3.5       Receptors

 

            These include discrete receptors representing all the identified air sensitive receivers at their appropriate locations and elevations and any other discrete or grid receptors for supplementary information. A receptor grid, whether Cartesian or Polar, may be used to generate results for contour outputs.

 

3.6       Particle Size Classes

 

            In evaluating the impacts of dust-emitting activities, suitable dust size categories relevant to the dust sources concerned with reasonable breakdown in TSP (< 30 μm) and RSP (< 10 μm) compositions should be used.

 

3.7       NO2 to NOx Ratio

 

            The conversion of NOx to NO2 is a result of a series of complex photochemical reactions and has implications on the prediction of near field impacts of traffic emissions. Until further data are available, three approaches are currently acceptable in the determination of NO2:

 

(a)                Ambient Ratio Method (ARM) - assuming 20% of NOx to be NO2; or

(b)               Discrete Parcel Method (DPM, available in the CALINE4 model); or

(c)                Ozone Limiting Method (OLM) - assuming the tailpipe NO2 emission to be 7.5% of NOx and the background ozone concentration to be in the range of 57 to 68 μg/m3 depending on the land use type (see also the EPD reference paper 'Guidelines on Assessing the 'TOTAL' Air Quality Impacts' in Appendix B-2).

 

3.8       Odour Impact

 

            In assessing odour impacts, a much shorter time-averaging period of 5 seconds is required due to the shorter exposure period tolerable by human receptors. Conversion of model computed hourly average results to 5-second values is therefore necessary to enable comparison against recommended standard. The hourly concentration is first converted to 3-minute average value according to a power law relationship which is stability dependent (Ref. 3) and a result of the statistical nature of atmospheric turbulence. Another conversion factor (10 for unstable conditions and 5 for neutral to stable conditions) is then applied to convert the 3-minute average to 5-second average (Ref. 4). In summary, to convert the hourly results to 5-second averages, the following factors can be applied:

 

                        Stability Category                     1-hour to 5-sec Conversion Factor

A & B                                                      45

C                                                              27

D                                                              9

E & F                                                       8

 

Under ‘D’ class stability, the 5-second concentration is approximately 10 times the hourly average result. Note, however, that the combined use of such conversion factors together with the ISCST results may not be suitable for assessing the extreme close-up impacts of odour sources.

 

Ref.(3): Richard A. Duffee, Martha A. O’Brien and Ned Ostojic, ‘Odor Modeling – Why and How’, Recent Developments and Current Practices in Odor Regulations, Controls and Technology, Air & Waste Management Association, 1991.

 

Ref.(4): A.W.C. Keddie, ‘Dispersion of Odours’, Odour Control – A Concise Guide, Warren Spring Laboratory, 1980.

 

3.9       Plume Rise Options

 

            The ISCST3 model provides by default a list of the U.S. regulatory options for concentration calculations. These are all applicable to the Hong Kong situations except for the 'Final Plume Rise' option. As the distance between sources and receptors are generally fairly close, the non-regulatory option of  'Gradual Plume Rise' should be used instead to give more accurate estimate of near-field impacts due to plume emission. However, the 'Final Plume Rise' option may still be used for assessing the impacts of distant sources.

 

3.10     Portal Emissions

 

            These include traffic emissions from tunnel portals and any other similar openings and are generally modelled as volume sources according to the PIARC 91 (or more up-to-date version) recommendations (Ref. 5, section III.2). For emissions arising from underpasses or any horizontal openings of the like, these are treated as area or point sources depending on the source physical dimensions. In all these situations, the ISCST3 model or more sophisticated models will have to be used instead of the CALINE4 model. In the case of portal emissions with significant horizontal exit velocity which cannot be handled by the ISCST3 model, the impacts may be estimated by the TOP model (Ref. 6) or any other suitable models subject to prior agreement with EPD.  The EPD’s 'Guidelines on the Use of Alternative Computer Models in Air Quality Assessment' should also be referred to in Appendix B-3.

 

Ref.(5): XIXth World Road Congress Report, Permanent International Association of Road Congresses (PIARC), 1991.

 

Ref.(6): N. Ukegunchi, H. Okamoto and Y. Ide "Prediction of vehicular emission pollution around a tunnel mouth", Proceedings 4th International Clean Air Congress, pp. 205-207, Tokyo, 1977.

 

3.11     Background Concentrations

 

            Background concentrations are required to account for far-field sources which cannot be estimated by the model. These values, to be used in conjunction with model results for assessing the total impacts, should be based on long term average of monitoring data at location representative of the study site. Please make reference to the paper 'Guidelines on Assessing the 'TOTAL' Air Quality Impacts' in Appendix B-2 for further information.

 

3.11     Output

 

            The highest short-term and long-term averages of pollutant concentrations at prescribed receptor locations are output by the model and to be compared against the relevant air quality standards specified for the relevant pollutant. Contours of pollutant concentration are also required for indicating the general impacts of emissions over a study area.

 

            Copies of model files in electronic format should also be provided for EPD's reference.


 

 ------------------------------------------------------------------------------------------------------

 

Schedule 1

 

Air Quality Models Generally Accepted by

Hong Kong Environmental Protection Department for

Regulatory Applications as at 1 July 1998*

 

Industrial Source Complex Dispersion Model - Short Term Version 3 (ISCST3) or the latest version developed by U.S. Environmental Protection Agency

 

California Line Source Dispersion Model Version 4 (CALINE4) or the latest version developed by Department of Transportation, State of California, U.S.A.

 

Fugitive Dust Model (FDM) or the latest version developed by U.S. Environmental Protection Agency

 

 ------------------------------------------------------------------------------------------------------

 

 

 

 

 

*                      EPD is continually reviewing the latest development in air quality models and will update this Schedule accordingly.


Appendix B-2

 

Guidelines on Assessing the 'TOTAL' Air Quality Impacts

 

[The information contained in this Appendix is only meant to assist the Applicant in performing the air quality assessment.  The Applicant must exercise professional judgment in applying this general information for the Project.]

 

1.         Total Impacts - 3 Major Contributions

 

1.1              In evaluating the air quality impacts of a proposed project upon air sensitive receivers, contributions from three classes of emission sources depending on their distance from the site should be considered. These are:

 

Primary contributions:               project induced

Secondary contributions:           pollutant-emitting activities in the immediate neighbourhood

Other contributions:                  pollution not accounted for by the previous two

(Background contributions)

 

2.         Nature of Emissions

 

2.1       Primary contributions

 

            In most cases, the project-induced emissions are fairly well defined and quite often (but not necessarily) the major contributor to local air quality impacts. Examples include those due to traffic network, building or road construction projects.

 

2.2       Secondary contributions

 

            Within the immediate neighbourhood of the project site, there are usually pollutant emitting activities contributing further to local air quality impacts. For most local scale projects, any emission sources in an area within 500m radius of the project site with notable impacts should be identified and included in an air quality assessment to cover the short-range contributions. In the exceptional cases where there is one or more significant sources nearby, the study area may have to be extended or alternative estimation approach employed to ensure these impacts are reasonably accounted for.

 

2.3       Background contributions

 

            The above two types of emission contributions should account for, to a great extent, the air quality impacts upon local air sensitive receivers, which are often amenable to estimation by the 'Gaussian Dispersion' type of models. However, a background air quality level should be prescribed to indicate the baseline air quality in the region of the project site, which would account for any pollution not covered by the two preceding contributions. The emission sources contributing to the background air quality would be located further afield and not easy to identify. In addition, the transport mechanism by which pollutants are carried over long distances (ranging from 1km up to tens or hundreds of kms) is rather complex and cannot be adequately estimated by the 'Gaussian' type of models.

 

 

3.         Background Air Quality - Estimation Approach

 

3.1       The approach

 

           In view of the difficulties in estimating background air quality using the air quality models currently available, an alternative approach based on monitored data is suggested. The essence of this approach is to adopt the long-term (5-year) averages of the most recent monitored air quality data obtained by EPD. These background data would be reviewed yearly or biennially depending on the availability of the monitored data. The approach is a first attempt to provide a reasonable estimate of the background air quality level for use in conjunction with EIA air quality assessment to address the cumulative impacts upon a locality. This approach may be replaced or supplemented by superior modelling efforts such as that entailed in PATH (Pollutants in the Atmosphere and their Transport over Hong Kong), a comprehensive territory-wide air quality modelling system currently being developed for Hong Kong. Notwithstanding this, the present approach is based on measured data and their long term regional averages; the background values so derived should therefore be indicative of the present background air quality. In the absence of any other meaningful way to estimate a background air quality for the future, this present background estimate should also be applied to future projects as a first attempt at a comprehensive estimate until a better approach is formulated.

 

3.2       Categorisation

 

            The monitored air quality data, by 'district-averaging' are further divided into three categories, viz, Urban, Industrial and Rural/New Development. The background pollutant concentrations to be adopted for a project site would depend on the geographical constituency to which the site belongs. The categorisation of these constituencies is given in Section 3.4. The monitoring stations suggested for the 'district-averaging'(arithmetic means) to derive averages for the three background air quality categories are listed as follows:

 

Urban:                                   Kwun Tong, Sham Shui Po, Tsim Sha Tsui and Central/Western

Industrial:                               Kwun Tong, Tsuen Wan and Kwai Chung

Rural/New Development:       Sha Tin, Tai Po, Junk Bay, Hong Kong South and Yuen Long

 

            The averaging would make use of data from the above stations wherever available. The majority of the monitoring stations are located some 20m above ground.

 

3.3       Background pollutant values

            Based on the above approach, background values for the 3 categories have been obtained for a few major air pollutants as follows:

 

POLLUTANT

URBAN

INDUSTRIAL

RURAL / NEW DEVELOPMENT

NO2

59

57

39

SO2

21

26

13

O3

62

68

57

TSP

98

96

87

RSP

60

58

51

            All units are in micrograms per cubic metre. The above values are derived from 1992 to 1996 annual averages with the exception of ozone which represent annual average of daily hourly maximum values for year 1996.

 

            In cases where suitable air quality monitoring data representative of the study site such as those obtained from a nearby monitoring station or on-site sampling are not available for the prescription of background air pollution levels, the above tabulated values can be adopted instead.  Strictly speaking, the suggested values are only appropriate for long term assessment. However, as an interim measure and until a better approach is formulated, the same values can also be used for short term assessment. This implies that the short term background values will be somewhat under-estimated, which compensates for the fact that some of the monitoring data are inherently influenced by secondary sources because of the monitoring station location.

 

            Indeed, if good quality on-site sampling data which cover at least one year period are available, these can be used to derive both the long term (annual) and short term (daily / hourly) background values, the latter are usually applied on an hour to hour, day to day basis.

 

3.4       Site categories

 

            The categories to which the 19 geographical constituencies belong are listed as follows:

 

DISTRICT

AIR QUALITY CATEGORY

Islands

Rural / New Development

Southern

Rural / New Development

Eastern

Urban

Wan Chai

Urban

Central & Western

Urban

Sai Kung

Rural / New Development

Kwun Tong

Industrial

Wong Tai Sin

Urban

Kowloon City

Urban

Yau Tsim

Urban

Mong Kok

Urban

Sham Shui Po

Urban

Kwai Tsing

Industrial

Sha Tin

Rural / New Development

Tsuen Wan

Industrial

Tuen Mun

Rural / New Development

Tai Po

Rural / New Development

Yuen Long

Rural / New Development

Northern

Rural / New Development

 

 

3.5       Provisions for 'double-counting’

 

            The current approach is, by no means, a rigorous treatment of background air quality but aims to provide an as-realistic-as-possible approximation based on limited field data. 'Double-counting' of 'secondary contributions' may be apparent through the use of such 'monitoring-based' background data as some of the monitoring stations are of close proximity to existing emission sources. 'Primary contributions' due to a proposed project (which is yet to be realized) will not be double-counted by such an approach. In order to avoid over-estimation of background pollutant concentrations, an adjustment to the values given in Section 3.3 is possible and optional by multiplying the following factor:

 

          (1.0 - ESecondary contributions/ETerritory)  where E stands for emission.

 

            The significance of this factor is to eliminate the fractional contribution to background pollutant level of emissions due to 'secondary contributions' out of those from the entire territory. In most cases, this fractional contribution to background pollutant levels by the secondary contributions is minimal.

 

4.         Conclusions

 

4.1       The above described approach to estimating the total air quality impacts of a proposed project, in particular the background pollutant concentrations for air quality assessment, should be adopted with immediate effect. Use of short term monitoring data to prescribe the background concentrations is no longer acceptable.


Appendix B-3

 

 

Guidelines on the Use of Alternative Computer Models

in Air Quality Assessment

 

[The information contained in this Appendix is only meant to assist the Applicant in performing the air quality assessment.  The Applicant must exercise professional judgment in applying this general information for the Project.]

 

1.            Background

 

1.1                    In Hong Kong, a number of Gaussian plume models are commonly employed in regulatory applications such as application for specified process licences and environmental impact assessments (EIAs). These frequently used models (as listed in Schedule 1 attached; hereafter referred to as Schedule 1 models) have no regulatory status but form the basic set of tools for local-scale air quality assessment in Hong Kong.

 

1.2                    However, no single model is sufficient to cover all situations encountered in regulatory applications. In order to ensure that the best model available is used for each regulatory application and that a model is not arbitrarily applied, the project proponent (and/or its environmental consultants) should assess the capabilities of various models available and adopt one that is most suitable for the project concerned.

 

1.3                    Examples of situations where the use of an alternative model is warranted include:

 

(i)                        the complexity of the situation to be modelled far exceeds the capability of the Schedule 1 models; and

(ii)           the performance of an alternative model is comparable or better than the Schedule 1 models.

 

1.4          This paper outlines the demonstration / submission required in order to support the use of an alternative air quality model for regulatory applications for Hong Kong.

 

2.            Required Demonstration / Submission

 

2.1          Any model that is proposed for air quality applications and not listed amongst the Schedule 1 models will be considered by EPD on a case-by-case basis.  In such cases, the proponent will have to provide the followings for EPD's review:

 

(i)                        Technical details of the proposed model; and

(ii)                      Performance evaluation of the proposed model

 

               Based on the above information, EPD will determine the acceptability of the proposed model for a specific or general applications. The onus of providing adequate supporting materials rests entirely with the proponent.

 

2.2          To provide technical details of the proposed model, the proponent should submit documents containing at least the following information:

 

(i)                        mathematical formulation and data requirements of the model;

(ii)                      any previous performance evaluation of the model; and

(iii)                     a complete set of model input and output file(s) in commonly used electronic format.

 

2.3                    On performance evaluation, the required approach and extent of demonstration varies depending on whether a Schedule 1 model is already available and suitable in simulating the situation under consideration. In cases where no Schedule 1 model is found applicable, the proponent must demonstrate that the proposed model passes the screening test as set out in USEPA Document "Protocol for Determining the Best Performing Model" (Ref. 1).

 

Ref.(1): William M. Cox, ‘Protocol for Determining the Best Performing Model’; Publication No. EPA-454/R-92-025; U.S. Environmental Protection Agency, Research Triangle Park, NC.

 

2.4                    For cases where a Schedule 1 model is applicable to the project under consideration but an alternative model is proposed for use instead, the proponent must demonstrate either that

 

(i)                        the highest and second highest concentrations predicted by the proposed model are within 2 percent of the estimates obtained from an applicable Schedule 1 model (with appropriate options chosen) for all receptors for the project under consideration; or

 

(ii)                      the proposed model has superior performance against an applicable Schedule 1 model based on the evaluation procedure set out in USEPA Document  "Protocol for Determining the Best Performing Model" (Ref. 1).

 

2.5                    Should EPD find the information on technical details alone sufficient to indicate the acceptability of the proposed model, information on further performance evaluation as specified in Sections 2.3 and 2.4 above would not be necessary.

 

2.6                    If the proposed model is an older version of one of the Schedule 1 models or was previously included in Schedule 1, the technical documents mentioned in Section 2.2 are normally not required.  However, a performance demonstration of equivalence as stated in Section 2.4 (i) would become necessary.

 

2.7                    If EPD is already in possession of some of the documents that describe the technical details of the proposed model, submission of the same by the proponent is not necessary. The proponent may check with EPD to avoid sending in duplicate information.

 

 


 

-------------------------------------------------------------------------------------------------------

 

Schedule 1

 

Air Quality Models Generally Accepted by

Hong Kong Environmental Protection Department for

Regulatory Applications as at 1 July 1998*

 

 

Industrial Source Complex Dispersion Model - Short Term Version 3 (ISCST3) or the latest version developed by U.S. Environmental Protection Agency

 

California Line Source Dispersion Model Version 4 (CALINE4) or the latest version developed by Department of Transportation, State of California, U.S.A.

 

Fugitive Dust Model (FDM) or the latest version developed by U.S. Environmental Protection Agency

 

-------------------------------------------------------------------------------------------------------

 

*                      EPD is continually reviewing the latest development in air quality models and will update this Schedule accordingly.


Appendix C

 

Implementation Schedule

 

 

EIA Ref.

 

EM&A Ref.

Recommended Mitigation Measures

 

Objectives of the Recommended Measure

& Main Concerns to address

Who to implement the measure ?

Location of the measure

When to implement the measure ?

What requirements or standards for the measure

to achieve ?