7.        Waste Management Implication

7.1             Introduction

7.2             Relevant Legislations, Standards & Guidelines

7.3             Assessment Methodology

7.4             Waste Generation

7.5             Mitigation Measures

7.6             Residual Impact

7.7             Summary

 

 

7.               Waste Management Implication

7.1             Introduction

7.1.1.       This section identifies the types of wastes that are likely to be generated during the construction and operation phases of the Project and evaluates the potential environmental impacts that may result from these wastes.  The primary wastes arising from the Project will be generated during the construction phase.  Mitigation measures and good site practices, including waste handling, storage and disposal, were recommended with reference to the applicable waste legislation and guidelines.

7.2             Relevant Legislations, Standards & Guidelines

7.2.1.       The following legislation relates to the handling, treatment and disposal of wastes in Hong Kong and was used in assessing potential impacts:

·                 Waste Disposal Ordinance (WDO) (Cap. 354); 

·                 Waste Disposal (Chemical Waste) (General) Regulation (Cap. 354C);

·                 Waste Disposal (Charges for Disposal of Construction Waste) Regulation (Cap. 354N);

·                 Public Health and Municipal Services Ordinance (Cap. 132) – Public Cleansing and Prevention of Nuisances Regulation – control of disposal of general refuse; and

·                 Land (Miscellaneous Provisions) Ordinance (Cap. 28).

7.2.2.       Other relevant documents and guidelines that are applicable to waste management and disposal in Hong Kong include:

·                 Environmental, Transport and Works Bureau Technical Circular (Works) (ETWB TCW) No. 19/2005, Environmental Management on Construction Sites;

·                 DEVB TCW No. 6/2010 Trip-ticket System for Disposal of Construction and Demolition Materials;

·                 ETWB TCW No. 22/2003A, Additional Measures to Improve Site Cleanliness and Control Mosquito Breeding on Construction Sites;

·                 ETWB TCW No. 6/2002A, Enhanced Specification for Site Cleanliness and Tidiness;

·                 ETWB TCW No. 33/2002, Management of Construction and Demolition Material Including Rock;

·                 Practice Note for Authorized Persons and Registered Structural Engineers 243: Construction and Demolition Waste; and

·                 Code of Practice of the Packaging, Labelling and Storage of Chemical Waste, EPD (1992).

Waste Disposal Ordinance

7.2.3.       The WDO prohibits the unauthorized disposal of wastes.  Construction waste is defined as any substance, matter or thing that is generated from construction work and abandoned, whether or not it has been processed or stockpiled before being abandoned, but does not include any sludge, screenings or matter removed in or generated from any desludging, desilting or dredging works.  Under the WDO, wastes can be disposed of only at designated waste disposal facilities.

7.2.4.       Under the WDO, the Chemical Waste (General) Regulation 1992 provides regulations for chemical waste control, and administers the possession, storage, collection, transport and disposal of chemical wastes.  The EPD has also issued a guideline document, the Code of Practice on the Packaging, Labeling and Storage of Chemical Wastes (1992), which details how contractors should comply with the regulations on chemical wastes.

7.2.5.       The Hong Kong Government has introduced charging for the disposal of construction waste at landfills, construction waste sorting facilities and public fill reception facilities.  Details of the charging scheme are set out in the Waste Disposal (Charges for Disposal of Construction Waste) Regulation.  Charging for the disposal of construction waste started on 20 January 2006.  Construction waste producers, such as construction contractors, renovation contractors or premises owners, prior to using government waste disposal facilities, need to open a billing account with the EPD and pay for the construction waste disposal charge.

Public Health and Municipal Services Ordinance

7.2.6.       The Public Cleansing and the Prevention of Nuisances Regulation provides control on illegal tipping of wastes on unauthorized (unlicensed) sites.

Construction and Demolition Materials

7.2.7.       The current policy related to the disposal of C&D is documented in the Works Branch Technical Circular No. 2/93, ‘Public Dumps’.  C&D material that is wholly inert, such as public fill, should not be disposed of at landfill, but taken to public filling areas, which usually form part of reclamation schemes.

7.2.8.       The Land (Miscellaneous Provisions) Ordinance requires that dumping licenses be obtained by individuals or companies who deliver public fill to public filling areas.  The CEDD issues the licenses under delegated powers from the Director of Lands.

7.2.9.       Under the Waste Disposal (Charges for Disposal of Construction Waste) Regulation, enacted in January 2006, construction waste delivered to a landfill for disposal must not contain more than 50% by weight of inert material.  Construction waste delivered to a sorting facility for disposal must contain more than 50% by weight of inert material, and construction waste delivered to a public fill reception facility for disposal must consist entirely of inert material.

7.2.10.    The new ETWB TCW No. 19/2005 “Environmental Management on Construction Sites” includes procedures on waste management requiring Contractor to reduce the C&D material to be disposed of during the course of construction.

7.2.11.    Under ETWB TCW No. 19/2005, the Contractor is required to prepare and implement an Environmental Management Plan (EMP) and a Waste Management Plan (WMP) becomes part of the EMP.

Chemical Waste

7.2.12.    Under the Waste Disposal (Chemical Waste) (General) Regulations, all producers of chemical waste must register with the EPD and treat their wastes, either utilizing on-site plant licensed by the EPD, or arranging for a licensed collector to transport the wastes to a licensed facility.

7.2.13.    The regulation also prescribes the storage facilities that are to be provided on site, including labeling and warning signs, and requires the preparation of written procedures and training to deal with emergencies such as spillages, leakages or accidents arising from the storage of chemical wastes.

7.3             Assessment Methodology

7.3.1.       The assessment of waste management implications has been undertaken in accordance with Annexes 7 and 15 of the TM-EIAO. The assessment will focus on the implications on handling, storage, collection, transportation and disposal of waste materials generated by the Project.

7.3.2.       The waste management hierarchy is a concept which shows the desirability of various waste management methods and comprises the following in order of preference: avoidance; minimization; recycling/reuse; treatment; and disposal.

7.3.3.       All opportunities for reducing waste generation have been assessed based upon the following factors:

·                 avoiding or minimizing waste generation throughout design, construction and operational phase;

·                 adopting better management practices to promote segregation of materials;

·                 reuse and recycling on site or other projects; and

·                 diverting C&D materials to Public Fill facilities as far as possible.

7.3.4.       The types and quantities of waste have been estimated and disposal option for each category of waste has been identified, taking into account the environmental implications of the handling, collection and disposal of waste material. The potential environmental impacts associated with the handling, transportation and disposal of waste arising from the construction works will be assessed with reference to the following approach:

·                 Estimation of the types, timing and quantities of the waste to be generated and fill to be imported; and

·                 Assessment of the potential environmental impacts on the capacity of waste collection, transfer and disposal facilities.

7.3.5.       The impact caused by handling (including stockpiling, labelling, packaging and storage), collection, transportation and re-use/disposal of waste has been addressed in detail and appropriate mitigation measures have been proposed. This assessment covers the following areas: potential hazard, air and odour emissions, noise, wastewater discharge and public transport

7.4             Waste Generation

Construction Phase

7.4.1.       The construction activities include: site clearance, construction of temporary workplaces, channels and embankments, demolition, excavation of channels, temporary stream diversion (if necessary) and sheet piling for stream diversion to be carried out for the Project will result in the generation of a variety of wastes which can be divided into distinct categories based on their composition and ultimate method of disposal. No excavation of sediment would be involved. The identified waste types include:

·                 C&D materials (No excavation of sediment would occur in the project);

·                 Chemical wastes; and

·                 General refuse.

7.4.2.       The nature of each type of waste arising and an evaluation of the potential environmental impacts associated with these wastes are provided below.

Construction and Demolition (C&D) Materials

7.4.3.       With consideration of the size and extent of works (open-cut section and the excavation of paved roads), and the fact that the excavated sections will be reinstated upon completion of the construction activities associated with the Project, it is expected that a minor amount of C&D materials will be generated, and no sediment would be anticipated. The C&D materials will likely comprise excavated soil, fill, excavated rock, concrete and vegetation with top soil removed during site clearance activities. With consideration of the scale of the Project, it is anticipated that 37,826 m3 of the C&D materials will be generated during the construction phase of the Project. Therefore, a C&D Material Management Plan (C&DMMP) will not be needed for the Project.

7.4.4.       It is anticipated that there will be approximately 37,259 m3 of inert C&D material. In order to minimize C&D materials generation and encourage the proper management of such materials, the inert C&D materials generated will be reused on site as far as practicable. It is considered that the surplus inert C&D material which cannot be reused during the construction of the Project will be needed to be disposed of at the appropriate public fill reception facilities available at the time of construction, and a license will be required which is to be issued by the CEDD. The Public Fill Committee (PFC) in consultation with relevant Project Department is responsible for identifying suitable sites for public filling.

7.4.5.       With the reuse of inert C&D materials on site, the quantity of imported fill required will be minimal.

7.4.6.       Reusable materials (metal, paper, etc.) should be separated and recycled as far as practicable. Upon exhaustion of reuse/ recycling effort, 567 m3 of non-inert materials generated from construction activities will be disposed of at landfill by a reputable licensed waste collector

7.4.7.       The estimated quantities of inert and non-inert C&D materials are summarized in Table 7‑1.

Table 71           Estimated Quantity of Construction & Demolition Materials

Location

Total C&D Materials (m3)

Inert C&D Material to be reused (m3)

Inert C&D Material to be disposed of (m3)

Total non-inert C&D Materials

(m3)

Sung Shan New Village

13,180

3,631

9,352

198

Tai Wo

1,684

42

1,617

25

Lin Fa Tei

14,895

3,565

11,106

223

Ha Che

8,067

2,577

5,369

121

Total

37,826

9,815

27,444

567

 

Chemical Waste

7.4.8.       It is anticipated that plant and vehicle maintenance will generate a small amount of chemical waste during the construction period that will require disposal of. Typically, these include:

·                 Solid wastes, such as empty fuel/lubricant drums, used oil/air filters, scrap batteries; and

·                 Liquid wastes, such as, waste oils/grease, spent solvents/detergents, which may be halogenated, and possibly spent acid/alkali from battery maintenance.

7.4.9.       The estimated quantity of chemical waste generated during construction phase of the Project is less than 200L per month, depending on the Contractors on-site maintenance practices and the number of mechanical plant and vehicles utilized on-site.

7.4.10.    Chemical wastes arising during the construction phase may impose environmental, health and safety hazards if not stored and disposed of properly. The potential hazards include:

·                 Toxic effects on the workforce;

·                 Fire hazards; and

·                 Adverse impacts on water quality and aquatic biota from spills.

7.4.11.    The Contractor shall register as a Chemical Waste Producer (CWP). Chemical waste arising should be properly collected and stored with the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. The chemical waste should be collected by licensed chemical waste collector for further disposal in Chemical Waste Treatment Centre or other licensed chemical waste treatment/disposal facilities. Provided that the handling, storage, transported and disposal of in an appropriate manner, adverse impacts with chemical waste would not be anticipated

General Refuse

7.4.12.    The construction workforce will generate a small amount of refuse such as waste paper, plastic packaging and possibly food wastes. Such refuse will be collected on-site, separately from C&D material by an appropriate waste collector employed by the Contractor. It is expected that there will be no kitchen provided on-site.

7.4.13.    Prior to disposal off-site, such wastes will have to be temporarily put in a suitably covered storage area where it will have to be regularly cleaned and maintained to avoid attracting vermin and pests. Effective collection and removal of site wastes will be required to prevent waste materials being blown around by wind, flushed or leached into the aquatic environment, and to prevent odour nuisance. With proper on-site handling and storage as well as regular disposal of these wastes, no adverse impacts are anticipated.

7.4.14.    The number of construction workers to be employed for this Project is expected to be approximately 100 people per day during construction phase. Based on a generation rate of 0.65 kg per worker per day, the maximum daily arising of general refuse during the construction period would be approximately 65 kg.


 

Waste Disposal Recommendations

7.4.15.    Based on the estimated quantities and types of waste expected to be generated by this Project during the construction phase, the disposal options have been proposed and given in Table 7‑2. In terms of the disposal of general refuse, disposal at West New Territories (WENT) Landfill or other designated landfill is recommended. In terms of inert C&D and non-inert C&D material, 27,444 m3 of inert C&D material will be disposal of Tuen Mun Area 38 Fill Bank or other public fill reception facilities for reuse in other project. 567 m3 of non-inert C&D material will be disposed of WENT landfill or other landfills. Final disposal outlet subject to final agreement with Public Fill Committee (PFC) of CEDD for public fill reception facilities and EPD for landfills. Chemical wastes will be disposed of at the Chemical Waste Treatment Centre in Tsing Yi or other licensed treatment/disposal facilities via licensed collectors.

Table 72           Recommended Waste Disposal Sites

Type of Waste

Disposal Site

Quantity to be Disposed

Non-inert C&D materials

WENT landfill or other landfill

567 m3

Inert C&D materials

Tuen Mun Area 38 Fill Bank or other public fill reception facilities

27,444 m3

Chemical waste

Chemical Waste Treatment Centre in Tsing Yi or other licensed facilities via licensed collector

Less than 200L per month

General refuse

WENT landfill or other landfill

approximately 65 kg per day

Transportation Arrangement for Waste Disposal during Construction Phase

7.4.16.    It is anticipated that no stockpile areas, barging points or conveyor systems will be established in the Project area. Inert C&D material, non-inert C&D material, general refuse and chemical waste is expected to be carried by land transport to the disposal outlets. The tentative transportation routings for the disposal of each waste type generated during the construction phase are shown in Table 7‑3. The transportation routings may change subject to the actual traffic conditions of the roads. 

7.4.17.    The following mitigation measures should be implemented for the transportation of waste:

·                 Proper wheel washing before leaving the site;

·                 Use of water tight containers;

·                 Use of dump truck cover; and

·                 Use of licensed chemical waste collector (for chemical waste).

7.4.18.    With the implementation of appropriate mitigation measures, no adverse environmental impacts are expected due to the transportation of waste.

Table 73           Tentative Transportation Routings for Waste Disposal During Construction Phase

Type of Waste

Tentative Disposal Outlet

Frequency

Tentative Transportation Routing

Non-inert C&D materials and General Refuse

WENT landfill

Average of 2 trips of truck per day

Via Fan Kam Road, Kam Tin Road, Yuen Long Highway, Tuen Mun Road, Wong Chu Road, Lung Fu Road, Lung Mun Road, Lung Kwu Tan Road, Nim Wan Road.

Inert C&D materials

Tuen Mun Area 38 Fill Bank

Average of 6 trips of truck per day

Via Fan Kam Road, Kam Tin Road, Yuen Long Highway, Tuen Mun Road, Wong Chu Road, Lung Fu Road, Lung Mun Road

Chemical waste

Chemical Waste Treatment Centre in Tsing Yi

Approximately
1 trip every 2 months

Via Fan Kam Road, Kam Tin Road, Route Twisk, Texaco Road, Tsuen Wan Road, Kwai Tsing Road and Tsing Yi Road

7.4.19.    In view of the estimated number of dump trucks arising from the transportation of waste, the impacts arising from increasing traffic loading on the public road would be insignificant.

Operational Phase

7.4.20.    During the operational phase of the Project, general refuse and debris may be generated from drainage channel maintenance. They should be removed on the same day of maintenance. No maintenance dredging work would be involved. Provided the waste generated from the maintenance works are disposed of properly, no mitigation measures are required.

7.5             Mitigation Measures

Construction Phase

7.5.1.       Adverse waste management related impacts will not be encountered, provided that good site practices are adhered to by the Contractor. In line with the Hong Kong Government’s position on waste minimization, the practice of avoiding and minimizing waste generation and waste recycling should be adopted as far as practicable throughout the construction.  Recommended mitigation measures to be implemented throughout the course of the construction of the Project include:

·                 An on-site environmental coordinator employed by the Contractor should be identified prior to the outset of the work.  Prior to commencement of Project, the environmental coordinator shall prepare a WMP in accordance with the requirements set out in the ETWB TCW No. 19/2005, Waste Management on Construction Sites, for the Engineer Representative’s approval.  The WMP shall include monthly and yearly Waste Flow Tables (WFT) that indicate the amounts of waste generated, recycled and disposed of (including final disposal location), and which should be regularly updated;

·                 The Contractor’s waste management practices and effectiveness should also be audited by the Engineer on a regular basis;

·                 The reuse/recycling of all materials on site should be investigated and exhausted prior to treatment/disposal off-site;

·                 Good site practices should be adopted from the commencement of works to avoid the generation of waste, reduce cross contamination of waste and to promote waste minimization;

·                 All waste materials should be sorted on-site into inert and non-inert C&D materials, and where the materials can be recycled or reused, they should be further segregated.  Inert material, or public fill will comprise stone, rock, masonry, brick, concrete and soil which is suitable for land reclamation and site formation whilst non-inert materials include all other wastes generated from the construction process such as plastic packaging and vegetation;

·                 The Contractor should be responsible for identifying what materials can be recycled / reused, whether on-site or off-site.  In the event of the latter, the Contractor should make arrangements for the collection of the recyclable materials.  Any remaining non-inert waste should be collected and disposed of to the landfill as last resort whilst any inert C&D materials should be re-used on site as far as possible.  The surplus inert materials found on-site can be delivered to a public fill reception facility for disposal after obtaining the appropriate license;

·                 In order to monitor the disposal of C&D materials and solid waste at public fill reception facilities and landfills, and to control fly-tipping, a trip ticket system shall be implemented by the Contractor, in accordance with the contract and the requirements of Works Bureau Technical Circular 6/2010 “Trip Ticket System for Disposal of Construction and Demolition Material”;

·                 Under the Waste Disposal (Chemical Waste) (General) Regulation, the Contractor shall register as a Chemical Waste Producer (CWP) if chemical wastes such as spent lubricants, paints, etc. are generated onsite.  Only licensed chemical waste collectors shall be employed to collect any chemical waste generated onsite.  The handling, storage, transportation and disposal of chemical wastes shall be conducted in accordance with the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes and A Guide to the Chemical Waste Control Scheme both published by the EPD;

·                 A sufficient number of covered bins should be provided onsite for the containment of general refuse to prevent leakage of leachate, visual impacts and odour nuisance to the sensitive surroundings.  These bins should be cleared daily, and the collected waste disposed of to the nearest refuse transfer station.  Further to the issue of DEVB TCW No. 8/2010, Enhanced Specification for Site Cleanliness and Tidiness, the Contractor is required to maintain a clean and hygienic site throughout the Project;

·                 Minimize windblown litter and dust during transportation by either fitting trucks with mechanical covers or transporting waste in enclosed containers.

·                 All chemical toilets, if any, should be regularly cleaned and the night-soil collected and transported by a licensed contractor to a Government Sewage Treatment Works facility for disposal;

·                 Toolbox talks should be provided to workers about the concepts of site cleanliness and appropriate waste management procedures, including waste reduction, reuse and recycling; and

·                 The Contractor shall comply with all relevant statutory requirements and Guidelines and their updated versions that may be issued during the course of the construction.

Waste Reduction Measure

7.5.2.       Good management and control can prevent the generation of a significant amount of waste. Waste reduction is the best achieved at the planning and design stage, as well as by ensuring the implementation of good site practices. Recommendations to achieve waste reduction include:

·                 Segregation and storage of different types of waste in different containers, skips or stockpiles to enhance reuse or recycling of materials and their proper disposal.

·                 Encourage collection of aluminum cans, PET bottles and paper by providing separate labelled bins to enable these wastes to be segregated from other general refuse generated by the workforce.

·                 Use of reusable non-timber formwork to reduce the amount of C&D material.
Prior to disposal of C&D waste, it is recommended that wood, steel and other metal shall be separated for re-use and/or recycling to minimize the quantity of waste to be disposal of to landfill.

·                 Proper storage and site practice to minimize the potential for damage a contamination of construction materials.

·                 Plan and stock construction materials carefully to minimize amount of waste generated and avoid unnecessary generation of waste.

Operation Phase

7.5.3.       No mitigation measures will be required as there would be no adverse impacts.

7.6             Residual Impact

7.6.1.       No residual impact for waste management implication is anticipated.

7.7             Summary

7.7.1.       The construction activities associated with the proposed works will mainly generate a variety of wastes including C&D materials, chemical waste and general refuse. With the implementation of good site practice and recommended mitigation measures, there would be no adverse environmental impacts.