14.1
The IWMF at the TTAL site
Table 14.1 Implementation Schedule for Air Quality Measures for the IWMF at the TTAL site
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S3a.8.1 |
Air Pollution Control
(Construction Dust) Regulation & Good Site Practices · Use of regular watering, with complete coverage, to reduce dust emissions from exposed site surfaces and unpaved roads, particularly during dry weather. · Use of frequent watering for particularly dusty construction areas and areas close to ASRs. · Side enclosure and covering of any aggregate or dusty material storage piles to reduce emissions. Where this is not practicable owing to frequent usage, watering shall be applied to aggregate fines. · Open stockpiles shall be avoided or covered. Where possible, prevent placing dusty material storage piles near ASRs. · Tarpaulin covering of all dusty vehicle loads transported to, from and between site locations. · Establishment and use of vehicle wheel and body washing facilities at the exit points of the site. · Provision of wind shield and dust extraction units or similar dust mitigation measures at the loading points, and use of water sprinklers at the loading area where dust generation is likely during the loading process of loose material, particularly in dry seasons/ periods. · Imposition of speed controls for vehicles on unpaved site roads. Ten kilometers per hour is the recommended limit. · Where possible, routing of vehicles and positioning of construction plant should be at the maximum possible distance from ASRs. · Instigation of an environmental monitoring and auditing program to
monitor the construction process in order to enforce controls and modify
method of work if dusty conditions arise. |
Work
site / During the construction period |
Contractor |
|
ü |
|
|
Air
Pollution Control (Construction Dust) Regulation |
S3a.6.3 |
Odour
Removal by Deodorizers · Deodorizers with 95% odour removal efficiency would be installed for the air ventilated from the mechanical treatment plant before discharge to the atmosphere |
Waste
reception halls, the waste storage area, the mechanical treatment plant /
During design & operation phase |
IWMF
Operator |
ü |
|
ü |
|
EIAO-TM |
S3a.8.2 |
Air Pollution Control and Stack Monitoring · Air pollution control and stack monitoring system will be installed for the IWMF to ensure that the emissions from the IWMF stack will meet the proposed target emission limits. |
IWMF
stack emissions / During design & operation phase |
IWMF Operator |
ü |
|
ü |
|
EIAO-TM |
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.2 Implementation Schedule for Water Quality Measures for the IWMF at the TTAL site
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S5a.8.1.1 |
Drainage and Construction
Site Runoff · Boundaries of earthworks should be surrounded by dykes or embankments for flood protection, as necessary. · Sand/silt removal facilities such as sand/silt traps and sediment basins should be provided to remove sand/silt particles from runoff to meet the requirements of the TM-DSS. The design of efficient silt removal facilities should be based on the guidelines in Appendix A1 of ProPECC PN 1/94, which states that the retention time for silt/sand traps should be 5 minutes under maximum flow conditions. The detailed design of the sand/silt traps shall be undertaken by the contractor prior to the commencement of construction. · Water pumped out from foundation piles must be discharged into silt removal facilities. · Measures should be taken to minimize the ingress of site runoff and drainage into excavations. Drainage water pumped out from excavations should be discharged into storm drains via silt removal facilities. · During rainstorms, exposed slope/soil surfaces should be covered by a tarpaulin or other means, as far as practicable. Other measures that need to be implemented before, during and after rainstorms are summarized in ProPECC PN 1/94. · Exposed soil areas should be minimized to reduce potential for increased siltation and contamination of runoff. · Earthwork final surfaces should be well compacted and subsequent permanent work or surface protection should be immediately performed. · Open stockpiles of construction materials or construction wastes on-site should be covered with tarpaulin or similar fabric during rainstorms. · All vehicles should be cleaned before leaving the works area to ensure no earth, mud and debris is deposited on roads. An adequately designed and sited wheel washing bay should be provided at every site exit. The wheel washing facility should be designed to minimize the intake of surface water (rainwater). Wash-water should have sand and silt settled out and removed at least on a weekly basis to ensure the continued efficiency of the process. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5a.8.1.2 |
General Construction
Activities |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5a.8.1.3 |
There is a need to apply to EPD for a
discharge licence for discharge of effluent from the construction site under
the WPCO. The discharge quality must meet the requirements specified in the
discharge licence. All the run-off and wastewater generated from the works
areas should be treated so that it satisfies all the standards listed in the Technical Memorandum on Standards for Effluents Discharged into
Drainage and Sewerage Systems, Inland and Coastal Waters (TM-DSS). The beneficial uses of the treated effluent for other on-site
activities such as dust suppression and general cleaning etc., can minimise
water consumption and reduce the effluent discharge volume. If monitoring of
the treated effluent quality from the works areas is required during the
construction phase of the Project, the monitoring should be carried out in
accordance with the relevant WPCO licence which is under the ambit of
regional office of EPD. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5a.8.1.4 |
Accidental Spillage |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5a.8.1.5 |
Maintenance
of vehicles and equipments involving activities with potential for leakage
and spillage should only be undertaken within the areas which appropriately
equipped to control these discharges. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5a.8.1.6 |
Oils
and fuels should only be used and stored in designated areas which have
pollution prevention facilities. All
fuel tanks and storage areas should be sited on sealed areas in order to
prevent spillage of fuels and solvents to the nearby watercourses. All waste oils and fuels should be
collected in designated tanks prior to disposal. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5a.8.1.7 |
· Suitable containers should be used to hold the chemical wastes to avoid leakage or spillage during storage, handling and transport. · Chemical waste containers should be suitably labelled, to notify and warn the personnel who are handling the wastes, to avoid accidents. · Storage area should be selected at a safe location on site and
adequate space should be allocated to the storage area. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5a.8.1.8 |
Sewage Effluent |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5a.8.2.1 |
Operational Phase Discharges The Project Site will be
equipped with an adequately sized wastewater treatment plant to provide
treatment to some wastewater generated from the IWMF (mainly human sewage)
for reuse in the incineration plant and the mechanical treatment plant or for
washdown and landscape irrigation in the IWMF site. A “net zero discharge” scheme will be
adopted during the operation of the IWMF Phase 1. |
Within IWMF site / During the operational phase |
IWMF Operator |
ü |
|
ü |
|
WPCO |
S5a.8.2.3 |
A pipeline drainage system will serve the development area collecting surface runoff from paved areas, roof, etc. Sustainable drainage principle would be adopted in the drainage system design to minimize peak surface runoff, maximize permeable surface and maximize beneficial use of rainwater. |
Within IWMF site / During the operational phase |
IWMF Operator |
ü |
|
ü |
|
WPCO |
S5a.8.2.4 |
Oil interceptors should be provided in the drainage system of any potentially contaminated areas (such as truck parking area and maintenance workshop) and regularly cleaned to prevent the release of oil products into the storm water drainage system in case of accidental spillages. Accidental spillage should be cleaned up as soon as practicable and all waste oils and fuels should be collected and handled in compliance with the Waste Disposal Ordinance. |
Within IWMF site / During the operational phase |
IWMF Operator |
ü |
|
ü |
|
WPCO; WDO |
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.3 Implementation Schedule for Waste Quality Measures for the IWMF at the TTAL site
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S6a.5.1.2 |
Good Site Practices Adverse environmental impacts in relation to waste management are not expected, provided that good site practices are strictly followed. Recommendations for good site practices during the construction activities would include: · Obtain relevant waste disposal permits from appropriate authorities, in accordance with the Waste Disposal Ordinance (Cap. 354) and subsidiary Regulations and the Land (Miscellaneous Provisions) Ordinance (Cap. 28); · Provide staff training for proper waste management and chemical handling procedures; · Provide sufficient waste disposal points and regular waste collection; · Provide appropriate measures to minimise windblown litter and dust during transportation of waste by either covering trucks or by transporting wastes in enclosed containers; and · Carry out regular cleaning and maintenance programme for drainage systems, sumps and oil interceptors; · Separate chemical wastes for special handling and disposed of to licensed facility for treatment; and · Employ licensed waste collector to collect waste. |
Work Site/ During Construction Period |
Contractor |
|
ü |
|
|
WDO; LDO; ETWB TCW No. 19/2005; EIAO-TM |
S6a.5.1.3 |
Waste Reduction Measures Good management and control can prevent the generation of a significant amount of waste. Waste reduction is 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: · Design foundation works that could minimise the amount of excavated material to be generated. · Provide training to workers on the importance of site cleanliness and appropriate waste management procedures, including waste reduction, reuse and recycling; · Sort out demolition debris and excavated materials from demolition works to recover reusable/recyclable portions (i.e. soil, broken concrete, metal etc.); · Segregate and store different types of waste in different containers, skips or stockpiles to enhance reuse or recycling of materials and their proper disposal; · Encourage the collection of aluminium cans by providing separate labelled bins to enable this waste to be segregated from other general refuse generated by the work force; · Proper storage and site practices to minimise the potential for damage or contamination of construction materials; and · Plan and stock construction materials carefully to minimise amount of waste to be generated and to avoid unnecessary generation of waste. |
Work Site/ During Design & Construction Period |
Contractor |
ü |
ü |
|
|
|
S6a.5.1.5 |
Construction and Demolition Materials In order to minimise the impact resulting from collection and transportation of C&D material for off-site disposal, the excavated material arising from site formation and foundation works should be reused on-site as backfilling material and for landscaping works as far as practicable. Other mitigation requirements are listed below: · A Waste Management Plan (WMP), which becomes part of the Environmental Management Plan (EMP), should be prepared in accordance with ETWB TCW No.19/2005; · A recording system for the amount of wastes generated, recycled and disposed (including the disposal sites) should be adopted for easy tracking; and · In order to monitor the disposal of C&D material at public filling facilities and landfills and to control fly-tipping, a trip-ticket system should be adopted (refer to ETWB TCW No. 31/2004). |
Work Site/ During Design & Construction Period |
Contractor |
ü |
ü |
|
|
ETWB TCW No. 33/2002; ETWB TCW No. 19/2005; ETWB TCW No. 31/2004 |
S6a.5.1.6-S6a.5.1.7 |
The Contactor should prepare and implement an EMP in accordance with ETWB TCW No.19/2005, which describes the arrangements for avoidance, reuse, recovery, recycling, storage, collection, treatment and disposal of different categories of waste to be generated from construction activities. Such a management plan should incorporate site specific factors, such as the designation of areas for segregation and temporary storage of reusable and recyclable materials. The EMP should be submitted to the Engineer for approval. The Contractor should implement waste management practices in the EMP throughout the construction stage of the Project. The EMP should be reviewed regularly and updated by the Contractor, preferably on a monthly basis. All surplus
C&D materials arising from or in connection with construction works
should become the property of the Contractor when it is removed unless
otherwise stated. The Contractor would
be responsible for devising a system to work for on-site sorting of C&D
materials and promptly removing all sorted and process materials arising from
the construction activities to minimize temporary stockpiling on-site. The
system should be included in the EMP identifying the source of generation,
estimated quantity, arrangement for on-site sorting, collection, temporary
storage areas and frequency of collection by recycling Contractors or
frequency of removal off-site. |
Work Site/ During Design & Construction Period |
Contractor |
ü |
ü |
|
|
ETWB TCW No. 19/2005 |
S6a.5.1.8 |
Chemical Wastes |
Work Site/ During Construction Period |
Contractor |
|
ü |
|
|
Waste Disposal (Chemical Waste) (General) Regulation |
S6a.5.1.9 |
General Refuse |
Work Site/ During Construction Period |
Contractor |
|
ü |
|
|
Public Health and Municipal Services Ordinance |
S6a.5.2.1 |
Good Site Practices It is recommended that the following good operational practices should be adopted to minimise waste management impacts: · Obtain the necessary waste disposal permits from the appropriate authorities, in accordance with the Waste Disposal Ordinance (Cap. 354) and Waste Disposal (Chemical Waste) (General) Regulation; · Nomination of an approved person to be responsible for good site practice, arrangements for collection and effective disposal to an appropriate facility of all wastes generated at the site; · Use of a waste haulier licensed to collect specific category of waste; · A trip-ticket system should be included as one of the contractual requirements and implemented by the Environmental Team to monitor the disposal of solid wastes at landfills, and to control fly tipping. Reference should be made to ETWB TCW No. 31/2004. · Training of site personnel in proper waste management and chemical waste handling procedures; · Separation of chemical wastes for special handling and appropriate treatment at a licensed facility; · Routine cleaning and maintenance programme for drainage systems, sumps and oil interceptors; · Provision of sufficient waste disposal points and regular collection for disposal; · Adoption of appropriate measures to minimize windblown litter and dust during transportation of waste, such as covering trucks or transporting wastes in enclosed containers; and ·
Implementation of a recording
system for the amount of wastes generated, recycled and disposed of
(including the disposal sites). |
IWMF Site/During Operation Period |
IWMF Operator |
|
|
ü |
|
Waste Disposal Ordinance (Cap. 354); Waste Disposal (Chemical Waste) (General) Regulation; ETWB TCW No. 31/2004 |
S6a.5.2.2 |
Waste Reduction Measures Good management and control can prevent the generation of significant amounts of waste. It is recommended that the following good operational practices should be adopted to ensure waste reduction: · 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 aluminium cans, plastic bottles and packaging material (e.g. carton boxes) and office paper by individual collectors. Separate labelled bins should be provided to help segregate this waste from other general refuse generated by the work force; and ·
Any unused chemicals or those
with remaining functional capacity should be reused as far as practicable. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
S6a.5.2.3 |
Storage, Handling, Treatment, Collection and
Disposal of Incineration By-Products The following measures are recommended for the storage, handling and collection of the incineration by-products: · Ash should be stored in storage silos; · Ash should be handled and conveyed in closed systems fully segregated from the ambient environment; · Ash should be wetted with water to control fugitive dust, where necessary; · All fly ash and APC residues should be treated, e.g. by cement solidification or chemical stabilization, for compliance with the proposed Incineration Residue Pollution Control Limits and leachability criteria prior to disposal; · The ash should be transported in covered trucks or containers to the designated landfill site. The
Contractor should provide EPD with chemical analysis results of the bottom
ash, and treated fly ash and APC residues to confirm that the ash/residue can
comply with the proposed Incineration Residue Pollution Control Limits before
disposal. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
Incineration Residue Pollution Control Limits |
S6a.6.3.1 |
Fuel Oil Tank Construction and Test · The fuel tank to be installed should be of specified durability. · Double skin tanks are preferred. · Underground fuel storage tank should be placed within a concrete pit. · The concrete pit shall be accessible to allow regular tank integrity tests to be carried out at regular intervals. · Tank integrity tests should be conducted by an independent qualified surveyor or structural engineer. · Any potential problems identified in the test should be rectified as soon as possible. |
Fuel Oil Storage Tank/ During Design, Construction and Operation Periods |
IWMF Contractor |
ü |
ü |
ü |
|
|
S6a.6.3.1 |
Fuel Oil Pipeline Construction and Test · Installation of aboveground fuel oil pipelines is preferable; if underground pipelines are unavoidable, concrete lined trenches should be constructed to contain the pipelines. · Double skin pipelines are preferred. · Distance between the fuel oil refuelling points and the fuel oil storage tank shall be minimized. · Integrity tests for the pipelines should be conducted by an independent qualified surveyor or structural engineer at regular intervals. · Any potential problems identified in the test should be rectified as soon as possible. |
Fuel Oil Pipelines/ During Design, Construction and Operation Periods |
IWMF Contractor |
ü |
ü |
ü |
|
|
S6a.6.3.1 |
Fuel Oil Leakage Detection · Installation of leak detection device at storage tank and pipelines. ·
Installation and use of
pressure gauges (e.g. at the two ends of a filling line) in fuel filling,
which allows unexpected pressure drop or difference and sign of leakage to be
detected. |
Fuel Oil Storage Tank and Pipelines/ During Design, Construction and Operation Periods |
IWMF Contractor |
ü |
ü |
ü |
|
|
S6a.6.3.1 |
Fuel Oil Storage Tank Refuelling · Storage tank refuelling (from road tanker) should only be conducted by authorized staff of the oil company using the company’s standard procedures. |
Fuel Oil Refuelling Point/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
S6a.6.3.1 |
Fuel Oil Spillage Response · Training - Training on oil spill response actions should be given to relevant staff. The training shall cover the followings: Ø Tools & resources to combat oil spillage and fire, e.g. locations of oil spill handling equipment and fire fighting equipment; Ø General methods to deal with oil spillage and fire incidents; Ø Procedures for emergency drills in the event of oil spills and fire; and Ø Regular drills shall be carried out. · Communication - Establish communication channel with the Fire Services Department (FSD) and EPD to report any oil spillage incident so that necessary assistance from relevant department can be quickly sought. · Response Procedures - Any fuel oil spillage within the IWMF site should be immediately reported to the Plant Manager with necessary details including location, source, possible cause and extent of the spillage. - Plant Manager should immediately attend to the spillage and initiate any appropriate action to confine and clean up the spillage. The response procedures shall include the following: Ø Identify and isolate the source of spillage as soon as possible. Ø Contain the oil spillage and avoid infiltration into soil/ groundwater and discharge to storm water channels. Ø Remove the oil spillage. Ø Clean up the contaminated area. Ø If the oil spillage occurs during storage tank refuelling, the refueling operation should immediately be stopped. Ø
Recovered contaminated fuel
oil and the associated material to remove the spilled oil should be
considered as chemical waste. The handling and disposal procedures for
chemical wastes are discussed in the following paragraphs. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
S6a.6.3.2 |
Chemicals and Chemical Wastes Handling & Storage · Chemicals and chemical wastes should only be stored in suitable containers in purpose-built areas. · The storage of chemical wastes should comply with the requirements of the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. · The storage areas for chemicals and chemical wastes shall have an impermeable floor or surface. The impermeable floor/ surface shall possess the following properties: - Not liable to chemically react with the materials and their containers to be stored. - Able to withstand normal loading and physical damage caused by container handling - The integrity and condition of the impermeable floor or surface should be inspected at regular intervals to ensure that it is satisfactorily maintained Ø For liquid chemicals and chemical wastes storage, the storage area should be bunded to contain at least 110% of the storage capacity of the largest containers or 20% of the total quantity of the chemicals/chemical wastes stored, whichever is the greater. Ø Storage containers shall be checked at regular intervals for their structural integrity and to ensure that the caps or fill points are tightly closed. Ø
Chemical handling shall be
conducted by trained workers under supervision. |
Chemicals and Chemical Wastes Storage Area / During Operation Period |
IWMF Operator |
|
|
ü |
|
|
S6a.6.3.2 |
Chemicals and Chemical Wastes Spillage Response · Training - Training on spill response actions should be given to relevant staff. The training shall cover the followings: Ø Tools & resources to handle spillage, e.g. locations of spill handling equipment; Ø General methods to deal with spillage; and Ø Procedures for emergency drills in the event of spills. · Communication - Establish communication channel with FSD and EPD to report the spillage incident so that necessary assistance from relevant department can be quickly sought. · Response Procedures - Any spillage within the IWMF site should be reported to the Plant Manager. - Plant Manager shall attend to the spillage and initiate any appropriate actions needed to confine and clean up the spillage. The response procedures shall include the followings: Ø Identify and isolate the source of spillage as soon as possible; Ø Contain the spillage and avoid infiltration into soil/ groundwater and discharge to storm water channels (in case the spillage occurs at locations out of the designated storage areas); Ø Remove the spillage; the removal method/ procedures documented in the Material Safety Data Sheet (MSDS) of the chemicals spilled should be observed; Ø Clean up the contaminated area (in case the spillage occurs at locations out of the designated storage areas); and Ø The waste arising from the cleanup operation should be considered as chemical wastes. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
S6a.6.3.3 |
Preventive Measures for Incineration By-products
Handling The recommended measures listed below can minimize the potential contamination to the surrounding environment due to the incineration by-products: · Ash should be stored in storage silos; · Ash should be handled and conveyed in closed systems fully segregated from the ambient environment; · Ash should be wetted with water to control fugitive dust, where necessary; · All fly ash and APC residues should be treated, e.g. by cement solidification or chemical stabilization, for compliance with the proposed Incineration Residue Pollution Control Limits and leachability criteria prior to disposal; · The ash should be transported in covered trucks or containers to the designated landfill site. |
Storage, Handling & Collection of Incineration Ash at IWMF/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
S6a.6.3.4- S6a.6.3.6 |
Incident Record After any spillage, an incident report should be prepared by the Plant Manager. The incident report should contain details of the incident including the cause of the incident, the material spilled and estimated spillage amount, and also the response actions undertaken. The incident record should be kept carefully and able to be retrieved when necessary. The incident report should provide sufficient details for the evaluation of any environmental impacts due to the spillage and assessment of the effectiveness of measures taken. In case any spillage or accidents results in significant land
contamination, EPD should be informed immediately and the IWMF operator
should be responsible for the cleanup of the affected area. The responses procedures described in Section 6a.6.3.1 and Section 6a.6.3.2 of EIA report should
be followed accordingly together with the land contamination assessment and
remediation guidelines stipulated in the Guidance
Manual for Use of Risk-based Remediation Goals for Contaminated Land
Management and the Guidance Note for Contaminated Land and Remediation. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
Guidance Manual for Use of Risk-based
Remediation Goals for Contaminated Land Management and the Guidance Note for |
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.4 Implementation Schedule for Ecological Quality Measures for the IWMF at the TTAL site
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S7a.8.2.2 S7a.8.2.2 S7a.8.2.3
S7a.8.2.4 |
Measures to avoid
mortality of Little Grebe · Site formation work shall be scheduled to commence in dry season. · Hoarding and waterproof membrane shall be set up between the work boundary and the unoccupied Middle Lagoon before backfilling. · As a precautionary measure, the whole Project site shall be thoroughly inspected twice at the earliest two weeks prior the proposed commencement date of construction activities to confirm no breeding activities of Little Grebe (including their eggs, chicks and juveniles) would be affected by the construction activities. The inspection shall be performed by experienced ecologist(s) with over seven year experience in the relevant aspect. Agriculture, Fisheries and Conservation Department (AFCD) shall be informed in writing about the suitability of commencing construction work at the Project site before the commencement of any site activities. · If breeding activities of Little Grebe are found during site inspection, the construction programme and method shall be reviewed. |
Middle Lagoon/Design and Construction Phases |
IWMF design team/ environmental team/ contractor |
ü |
ü |
|
|
|
S7a.8.2.7 |
Measures to avoid loss of gorgonians ·
The location of the saline
water outfalls has been refined away from gorgonians so as to avoid any direct
impact to the gorgonians. |
Seawall/Design Phase |
IWMF design team |
ü |
|
|
|
|
S7a.8.2.10 S7a.8.2.10 S7a.8.2.12 |
Measures to minimize disturbance impact
to wildlife · Hoarding of at least 3 m high shall be set up along the southern and western boundary of the works areas during the formation of the additional compensatory habitat and associated site access to shield the fauna in the Middle Lagoon and other natural habitats from the visual disturbance by human activities during construction phase. After the establishment of the additional compensatory habitat, the hoarding at the western boundary shall be disassembled. New hoarding shall be set up between the additional compensatory habitat and the site. · The works boundaries shall be confined within the proposed project site. All work crews and equipment shall be restricted within the designated works area only. Any personnel shall be prohibited to encroach or wilfully disturb any wild animals and their habitats. Traffic and human access from the western side of the project site shall be avoided. · Boundary walls of at least 3.5 m high with climbing planting or plantation shall be provided, where practicable, along the southern of the project site and between the access road and the additional compensatory habitat for Little Grebe, to screen the surrounding habitats from the IWMF works areas. |
Southern and western boundary of works areas/Construction Phase Boundary of works areas/ Construction and Operation Phase Boundary of works areas/ Design, Construction and Operation Phase |
Contractor Contractor/IWMF Operator IWMF design team/ Contractor/ IWMF Operator |
ü |
ü ü ü |
ü ü |
|
|
S7a.8.2.15 |
Measures to minimize impacts to natural
habitats · The site formation work shall be scheduled to the dry season when the water level in the Middle Lagoon is minimal. |
Works area/Construction Phase |
IWMF design team/ Contractor |
ü |
ü |
|
|
|
S7a.8.2.16 |
Minimize sedimentation/water quality
impacts to waterbodies · Measures to control potential water quality impacts to the nearby aquatic and marine environment during construction phase shall be implemented. ·
To minimize the potential
water quality impacts from the construction works located at or near any
seafront, the practices outlined in ETWB TC (Works) No. 5/2005 Protection of
natural streams/ rivers from adverse impacts arising from construction works
shall be adopted where applicable. |
Works areas/Construction Phase |
Contractor |
|
ü |
|
|
ETWB TC (Works) No. 5/2005 Protection of natural streams/ rivers from adverse impacts arising from construction works |
S7a.8.2.17 |
Minimize general disturbance in
construction phase · Placement of equipment or stockpile in designated works areas, and selection of access routes on existing disturbed land to minimize disturbance to the unoccupied ash lagoons or natural habitat; · Construction activities shall be restricted to works areas that would be clearly demarcated. Access to areas of the ash lagoon outside the works areas shall be strictly prohibited. · The works areas shall be reinstated immediately after completion of works; · Waste skips shall be provided to collect general refuse and construction wastes. The wastes should be disposed of timely and properly off-site; · Drainage arrangements shall include sediment traps to collect and control construction run-off; · Open burning on works sites is illegal, and shall be strictly prohibited, temporary fire fighting equipment in the works areas shall be provided to prevent any open fire. · Fences along the boundary of works areas shall be provided before the commencement of works to prevent tipping, vehicle movements and encroachment of personnel into adjacent areas. |
Whole site/ Construction Phase |
Contractor |
|
ü |
|
|
|
S7a.8.2.11 and S7a.8.2.17 |
Minimize noise disturbance · Noise mitigation measures including the use of quieter piling machinery and construction plants and full enclosure for static plant shall be implemented to lower the noise level due to construction works. · Only well-maintained plant shall be operated on site and plant shall be serviced regularly during the construction programme. · Machines and plant which may be in intermittent use shall be shut down between work periods or shall be throttled down to a minimum. · Plant known to emit noise strongly in one direction, shall, where possible, be orientated so that the noise is directed away from the southern and western end of site boundary. · Silencer or mufflers on construction equipment shall be utilized and shall be properly maintained during the construction period. · Mobile plant (such as generator) shall be sited as far away from the southern and western end of site boundary as possible. ·
Material stockpiles and other
structures shall be effectively utilized, where practicable, to screen noise
from on-site construction activities. |
Whole site/ Construction Phase |
Contractor |
|
ü |
|
|
|
S7a.8.3.2 to S7a.8.3.4, and S7a.8.3.7 |
Measures to create pond habitat for
Little Grebe · Permanent water pond with a size of about 1 ha for Little Grebe shall be constructed at western side of the IWMF Project site at the early stage of construction phase. · The water depth shall be maintained between 0.8 m to 1.5 m. · Consistent water source shall be secured. · Appropriate type and species of aquatic plants shall be planted to provide sustainable supply of food for Little Grebes. · The water quality of the pond shall be maintained for the growth of the aquatic plants and associated wildlife including Little Grebe’s food sources. · Emergent vegetation shall be planted to provide habitats for amphibian and dragonflies. · The slope of pond bund shall be profiled to provide gentle gradient from about 1:4 to 1:6 to facilitate the growth of emergent plants. · To screen out the breeding population from disturbance due to nearby traffic, native vegetation shall be planted at the boundary of the pond as appropriate, and boundary walls planted with climbers shall be set up between the recreated pond and the access road. · Floating raft with special design for the breeding requirement of Little Grebe shall be installed to enhance its breeding habitat. · Prior to the construction of the pond(s), a Habitat Creation and Management Plan (HCMP) of the created pond prepared by experienced ecologist possesses at least a Bachelor’s degree in relevant discipline and at least 7 years relevant professional experience. The HCMP shall be circulated to relevant departments including AFCD. |
Within Project Site/ Design, Construction and Operation Phases |
IWMF design team/ contractor/ IWMF operator |
ü |
ü |
ü |
|
|
S7a.8.3.5 to S7a.8.3.6 and S7a.8.3.7 |
Measures to enhance the southern unoccupied Middle Lagoon portion · The southern unoccupied Middle Lagoon portion with a size of 4.5 ha shall be maintained as an enhanced wetland habitat. · No PFA filling activities shall be allowed. · Freshwater source to the enhanced wetland habitat shall be secured, and the water level of the enhanced wetland habitat shall be regulated to provide a more stable wetland area. · Floating raft with special design suiting with Little Grebe’s breeding requirement shall be installed. · Prior to the habitat enhancement work, a Habitat Creation and Management Plan (HCMP) of the enhanced wetland habitat prepared by experienced ecologist possesses at least a Bachelor’s degree in relevant discipline and at least 7 years relevant professional experience. The HCMP shall be circulated to relevant departments including AFCD. |
Within southern unoccupied Middle Lagoon / Design, Construction and Operation Phases |
IWMF design team/ contractor/ IWMF operator |
ü |
ü |
ü |
|
|
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.5 Implementation Schedule for Health Impact Measures for the IWMF at the TTAL site
EIA Ref |
Environmental Protection Measures
/ Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S9a.5.6 |
Human Health Risk
Associated with Radon Prevention of Radon Influx from PFA to the IWMF Buildings · A soil cover can be provided beneath the buildings on top of ash lagoon prior to construction works because it reduces the level of radon influx significantly · Slab-on-grade can be an option on foundation design · Soil suction can also prevent radon from entering the building by drawing the radon from below the building and venting it through a pipe, or pipes, to the air above the building. Provision of Sufficient Ventilation of Interior of IWMF Buildings · Forced and natural ventilation should be introduced properly to enhance air exchange rate in the IWMF buildings. · Basement areas should be pressurized by using a fan to blow air into the basement areas from outdoors is suggested. This would create enough pressure at the lowest level indoors to prevent radon from entering into the IWMF buildings. Regular Maintenance for
Floor Slabs and Walls · Cracks and other openings in the foundation should be properly sealed to reduce radon ingress. · Sealing the cracks limits the flow of radon into the building thereby making other radon reduction techniques more effective and cost-efficient. It also reduces the loss of conditioned air. Radon Concentration Measurement Prior to Occupation of IWMF Buildings ·
Radon concentration shall be
measured by professional persons in accordance with EPD’s ProPECC Note PN
1/99 Control of Radon Concentration in New Buildings Appendix 2, ”Protocol of
Radon Measurement for Non-residential Building” to ensure the radon
concentration is in compliance with the guidance value. |
IWMF buildings / During the design, construction and operation of the IWMF. |
Contractor / IWMF Operator |
ü |
ü |
ü |
|
EPD’s ProPECC Note PN 1/99 Control of Radon Concentration in New
Buildings Appendix 2 |
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table 14.6 Implementation Schedule for Landscape and Visual Measures for TTAL Site
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S10a.10 MLVC- 01 |
Grass-hydroseeded bare soil surface. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MLVC-02 |
Provision of Water Pond as Habitat for Little Grebe A compensatory habitat for Little Grebe will be provided as an
ecological mitigation measure for the loss of habitat within the project
site. This compensatory habitat, which would be a landscape area with water
pond and plants, is also considered as a landscape mitigation measure for the
loss of ash lagoon. The final design
of the habitat will be determined in the Habitat Creation and Management
Plan. |
Work site / During design & construction phases |
Contractor |
ü |
ü |
|
|
|
S10a.10 MLVC-03 |
Existing Trees Preservation within Works
Areas No trees should
be felled or transplanted unless they are inevitably affected by the proposed
works. Affected trees should be transplanted under circumstance where technically
feasible. A tree survey report should be prepared and a tree felling
application should be submitted to Government during the detailed design
stage for approval before the site formation works commence. The numbers,
locations, species and sizes of the trees to be transplanted or felled should
be clearly addressed. All existing trees within work sites shall be
properly maintained and protected for their crowns, trunks and roots. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MLVC-04 |
Transplanting
of Trees to Adjacent Locations The existing trees recommended to be
transplanted shall be directly transplanted to other locations in vicinity
where no construction will take place. The construction programme should also allow sufficient time for
root pruning and rootball preparation prior to transplanting. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MLVC-05 |
Compensatory
Landscape Planting Implementation
of compensatory planting with heavy standard trees shall be of a ratio not
less than 1:1 according to tree quantity and total tree trunk diameter lost. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
ETWB TCW 3/2006 |
S10a.10 MLVC-06 |
Landscape Design 1)
Early planting using fast grow trees and tall shrubs
at strategic locations within site will be implemented to block view
corridors to the site from the VSRs, and to locally screen haul roads,
excavation works and site preparation works. 2)
Tree species of dense tree crown will be used to serve as visual
barrier. 3)
Hard and soft landscape treatment (e.g. trees and
shrubs) of open areas within development will be implemented to provide shade
and shelter and a green appearance from surrounding viewpoints. 4)
Planting strip would
be provided along the periphery of the project site. 5)
Selected plant species should be suitable for
coastal condition. |
Work site / During design & construction phases |
Contractor |
ü |
ü |
|
|
|
S10a.10 MLVC-07 |
Reuse Existing Boulders Boulders cleared from the ash lagoon during
site formation will be reserved and used as part of the landscape design to
preserve its “natural look”. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MLVC-08 |
Greening Design (Rooftop & Vertical
Greening) 1)
Rooftop and vertical
greening (vertical building envelope) shall be implemented to increase the
amenity value of the proposed works, moderate temperature extremes and
enhance building energy performance, as well as visually improve the development. 2) Vertical greening shall be implemented for the lower portion of chimney
(~20-25m high). |
Structures in IWMF / During design & construction phases |
Contractor |
ü |
ü |
|
|
|
S10a.10 MVC-01 |
Visual Mitigation and Aesthetic Design 1)
Recessive colour tone
is proposed for the façade of the ancillary facility buildings (e.g.
incinerator plant) to blend in with the nature. 2)
Architectural feature
(e.g. light weight aluminum structure) is incorporated with the tapered
chimney of recessive colour tone to diminish its “chimney like” appearance. 3)
Stone as a natural
material is proposed at the lower portion of the building façade and the
chimney to compliment with the surrounding environment. 4)
Change of material at
different portions of the building helps to reduce the bulkiness. 5)
Green roof structure
(with irrigation and drainage system) in curvilinear strips is proposed to
cover the rectilinear building bulk. Roof strips of different curvatures are
further broken down to echo with the contour of the hillside slope behind. |
Structures in IWMF / During design & construction phases |
Contractor |
ü |
ü |
|
|
|
S10a.10 MVC-02 |
Security floodlight for construction
areas shall be controlled at night to avoid excessive glare to the
surrounding receiver. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MVC-03 |
The construction sequence and construction
programme shall be optimized in order to minimize the duration of impact. |
Work site / During design & construction phases |
Contractor |
ü |
ü |
|
|
|
S10a.10 MVC-04 |
The backfilling
materials for site formation & construction materials / wastes on site
shall be stored at a maximum height of 2m and covered with an impermeable
material of visually un-obtrusive material (in earth tone). |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MVC-05 |
The number of construction traffic to / from the project site shall be
maintained to practical minimum. |
Work site / During construction phase |
Contractor |
|
ü |
|
|
|
S10a.10 MLO-01 |
Planting Maintenance Proper planting maintenance and replacement
of defective plant species on the new planting areas to enhance aesthetic and
landscape quality shall be provided. |
Project site / During Operation phase |
Contractor |
|
|
ü |
|
|
S10a.10 MVO-01 |
Environmental Education Centre to Promote
Waste Reduction An Environmental Education Center, in which regular exhibitions and
lectures to promote environmental awareness and waste reduction concept would
be provided, shall be developed as a part of the IWMF for the general public
to alleviate negative public perceptions of the development. |
Project site / During Operation phase |
Contractor |
|
|
ü |
|
|
S10a.10 MVO-02 |
Control of Light The numbers of lights and their intensity shall be controlled to a level good enough to meet the safety requirements at night but not excessive. |
Project site / During Operation phase |
Contractor |
|
|
ü |
|
|
S10a.10 MVO-03 |
Control of Operation Time The frequency of waste transportation shall
be minimized to practical minimum (e.g. limit the reception of MSW from 8 am
to 8 pm). |
Project site / During Operation phase |
Contractor |
|
|
ü |
|
|
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.7 Implementation Schedule for Landfill Gas Measures for the IWMF at the TTAL site
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S12a.8.3.3 |
Keep abreast of the works programme of
the WENT Landfill Extensions ·
IWMF DBO contractor
shall keep abreast of the works
programme of the WENT Landfill Extensions project and liaise with the
Contractor of WENT Landfill Extension project as necessary to make sure that
the landfill gas (LFG) cut-off trench barrier along the boundary will be
completed in a timely manner. |
Work Site / During the design, construction
and operation phase |
Contractor |
ü |
ü |
ü |
|
|
S12a.8.2.1 |
Appointment of Safety Officer ·
Appoint a properly trained
safety officer and provide with appropriate equipment to measure and monitor
LFG hazard. The monitoring frequency
and areas to be monitored should be set down prior to commencement of
ground-works either by the Safety Officer or an approved and appropriately
qualified person. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.2 ~ S12a.8.2.3 |
Safety Measures - Excavation ·
Staff should receive appropriate
training on working in areas susceptible to landfill gas, fire and explosion
hazards. Excavation procedures and
code of practice should be implemented. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.5 ~ S12a.8.2.7 |
Safety Measures – Welding, Flame-Cutting
and Hot works ·
Hot works should be confined
to open areas away from any trench or excavation. Should hot works must be carried out in
trenches or confined space, “permit to work” procedures should be followed. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.8 ~ S12a.8.2.9 |
Safety Measures – Enclosed Spaces ·
Site offices or buildings
located within future WENT Landfill extensions Consultation Zone which have
the capacity to accumulate landfill gas, then they should either be located
in an area which has been proven to be free of landfill gas; or be raised
clear of the ground by a minimum of |
Enclosed Spaces within future WENT Landfill
extensions
Consultant Zone / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.10 |
Safety Measures – Electrical Equipment ·
Any electrical equipment,
such as motors and extension cords, should be intrinsically safe. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.11 |
Safety Measures – Piping ·
During piping assembly or
conduiting construction, all valves/seals should be closed immediately after
installation. As construction
progresses, all valves/seals should be closed as installed to prevent the
migration of gases through the pipeline/conduit. All piping/conduiting should be capped at
the end of each working day. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.12 ~ S12a.8.2.14 |
Safety Measures – Fire Safety ·
Adequate fire safety
equipments should be provided on site.
Workers and visitors should be notified of the potential fire
hazards. Safety notices should be
posted around the site warning the anger and potential hazards. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.15 |
Safety Measures – Confined Spaces ·
Precautionary measures should
include ensuring that staff members are aware of the potential hazards of
working in confined spaces, and that appropriate monitoring procedures are in
place to prevent hazards in confined spaces. |
Confined Spaces at Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.2.16 ~ S12a.8.2.21 |
Monitoring ·
Periodically during
ground-works within the Consultation Zone, the works area should be monitored
for methane, carbon dioxide and oxygen using appropriately calibrated
portable gas detection equipment. The
monitoring frequency and areas to be monitored shall be set down prior to
commencement of ground-works. Depending
on the results of the measurements, actions required will vary. As a minimum
these should encompass those actions specified in Table 12a.6 of the EIA
Report. |
Work Site / During the construction phase |
Contractor |
|
ü |
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.3.3 ~ S12a.8.3.4 |
Gas Barrier · It is proposed that landfill gas cut-off trench barrier will be built along the boundary between the proposed IWMF and the WENT Landfill Extensions under the WENT Landfill Extensions project. This will cut off any gas migration to the IWMF from the WENT Landfill Extensions. |
IWMF & WENT Landfill Extensions interface /
During operation phase of IWMF and design phase of WENT Landfill Extensions |
WENT Landfill Extension designer (Gas Barrier) IWMF Operator (Monitoring) |
ü |
|
ü |
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.3.5 ~ S12a.8.3.7 |
Building Protection Design Measures ·
Passive control measures (e.g.
gas-resistant polymeric membrane, building materials resistant to gas permeation,
clear void under structure, etc) for buildings
structures with ground level or below ground rooms / voids. ·
Active control measures (e.g.
clear void with mechanical ventilation under structure, gas extraction pipe,
positive pressure zone under / within structure, etc), should be employed where the rates of gas emission are too high to rely on
passive ventilation or in particular circumstances where, for example, there is a sensitive target to protect. ·
It is also recommended to install gas
detection sensors at appropriate positions within a structure where gas has the
potential to accumulate, e.g. near service entries, inside ventilation
basements, cupboards or ducts. |
IWMF building structures / During design stage |
IWMF designer |
ü |
|
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.3.11 |
Design Measures for ·
Protection measures (such as barriers
made of HDPE, vent pipes, etc) for the design measures for sub-surface
building services. |
IWMF building services / During design stage |
IWMF designer |
ü |
|
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.3.12 ~ S12a.8.3.14 |
Guidance
for Entry into Service Rooms / Voids, Manholes and Chamber ·
Safety Guide to Working in Confined
Spaces should be followed to ensure compliance with the Factories and
Industrial Undertakings (Confined Spaces) Regulation. ·
In general, appropriate safety
equipments should be available for works in confined spaces. Workers and
Supervisors should be trained. A permit-to-work system for entry should be
developed and consistently employed. The safety measures recommended in Chapter
8 of the Landfill Gas Hazard Assessment Guidance Note should also be strictly
followed. |
Service rooms, voids, manholes and chambers /
During operation stage |
IWMF operator |
|
|
ü |
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.3.15 |
Landfill
Gas Monitoring ·
Regular Monitoring of landfill gas
should be done at the monitoring wells, as well as at the underground service
voids and manholes by the IWMF contractor.
Monitoring would be required to verify the effectiveness and to ensure
the continued performance of the implemented protection measures. |
Monitoring wells, service rooms, voids, manholes
and chambers / During operation stage |
IWMF operator |
|
|
ü |
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
S12a.8.3.16 ~ S12a.8.3.17 |
Design of
LFG Protection Measures ·
When the detailed design of the IWMF is
available, the Design-Build-Operate (DBO) contractor of the IWMF is required
to undertake further landfill gas hazard assessment to take account of the
more readily available detailed information to finalize the design of the
landfill gas protection measures recommended in this report. During the detailed design stage, a review
of this preliminary qualitative risk assessment should be carried out and a
detailed qualitative landfill gas risk assessment as described in section
1.15 and chapter 6 of the Landfill Gas Hazard Assessment Guidance Note should
be prepared. The detailed qualitative
landfill gas risk assessment together with the detailed design of gas
protection measures and a landfill gas monitoring programme should be
submitted to EPD for vetting. ·
The design of the landfill gas
precautionary measures to be adopted on-site should be performed by a
competent professional person who has knowledge on LFG protection measures
appointed by the DBO contractor of the IWMF.
The design should also be checked and certified by a qualified
independent consultant. The DBO
contractor should ensure that the required protection measures are
implemented and constructed in accordance with the design and a maintenance
and monitoring programme should be established to ensure the continued
performance of the implemented protection measures. The above requirements should be included
in the tender documents of the IWMF. |
Entire Site/During design stage |
Project proponent & IWMF designer |
ü |
|
|
|
LFG Hazard Assessment Guidance Note (EPD/TR8/97) |
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
14.2
The IWMF at the artificial island near SKC
Table 14.8 Implementation Schedule for Air Quality Measures for the IWMF at the artificial island near SKC
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S3b.8.1 |
Air Pollution Control
(Construction Dust) Regulation & Good Site Practices · Use of regular watering, with complete coverage, to reduce dust emissions from exposed site surfaces and unpaved roads, particularly during dry weather. · Use of frequent watering for particularly dusty construction areas and areas close to ASRs. · Side enclosure and covering of any aggregate or dusty material storage piles to reduce emissions. Where this is not practicable owing to frequent usage, watering shall be applied to aggregate fines. · Open stockpiles shall be avoided or covered. Where possible, prevent placing dusty material storage piles near ASRs. · Tarpaulin covering of all dusty vehicle loads transported to, from and between site locations. · Establishment and use of vehicle wheel and body washing facilities at the exit points of the site. · Provision of wind shield and dust extraction units or similar dust mitigation measures at the loading points, and use of water sprinklers at the loading area where dust generation is likely during the loading process of loose material, particularly in dry seasons/ periods. · Imposition of speed controls for vehicles on unpaved site roads. Ten kilometers per hour is the recommended limit. · Where possible, routing of vehicles and positioning of construction plant should be at the maximum possible distance from ASRs. · Instigation of an environmental monitoring and auditing program to
monitor the construction process in order to enforce controls and modify
method of work if dusty conditions arise. |
Work
site / During the construction period |
Contractor |
|
ü |
|
|
Air
Pollution Control (Construction Dust) Regulation |
S3b.6.3 |
Odour Removal by Deodorizers · Deodorizers with 95% odour removal efficiency would be installed for the air ventilated from the mechanical treatment plant before discharge to the atmosphere |
Waste reception halls,
the waste storage area, the mechanical treatment plant / During design &
operation phase |
IWMF Operator |
ü |
|
ü |
|
EIAO-TM |
S3b.8.2 |
Air Pollution Control and Stack Monitoring · Air pollution control and stack monitoring system will be installed for the IWMF to ensure that the emissions from the IWMF stack will meet the proposed target emission limits. |
IWMF
stack emissions / During design & operation phase |
IWMF Operator |
ü |
|
ü |
|
EIAO-TM |
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.9 Implementation Schedule for Noise Impact Measures for the IWMF at the artificial island near SKC
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S4b.8 |
Good site
practices to limit noise emissions at source and use of
quiet plant and working methods, whenever practicable. |
Work Sites / Construction Period |
EPD and its contractors |
|
ü |
|
|
EIAO-TM |
S4b.6 & S4b.8 |
All the
ventilation fans installed in the below will be provided with
silencers or acoustics treatment. (i)
Stack of the incinerator (ii) Ventilation systems within the IWMF Enclosure
and discharge silencer or other acoustic treatment equipment should be
installed in the air-cooled chillers Other than
provision of silencer or other acoustic treatment equipment for the stack of
the incinerator and ventilation system, the detailed design should
incorporate the following good practice in order to minimise the nuisance on
the neighbouring NSRs. (i)
The exhaust of the ventilation
system and any opening of the building should be located facing away from any
NSRs; and (ii)
Louver or other acoustic treatment equipment
could also be applied to the exhaust of the ventilation system. |
Within IWMF area / Construction Period |
EPD and its contractors |
ü |
|
ü |
|
EIAO-TM |
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.10 Implementation Schedule for Water Quality Measures for the Artificial Island near SKC
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S5b.8.1.1 |
Drainage and Construction
Site Runoff The site practices outlined in ProPECC PN
1/94 “Construction Site Drainage” should be followed as far as practicable in
order to minimise surface runoff and the chance of erosion. These practices include the following
items: · At the start of site establishment, perimeter cut-off drains to direct off-site water around the site should be constructed with internal drainage works and erosion and sedimentation control facilities implemented. Channels (both temporary and permanent drainage pipes and culverts), earth bunds or sand bag barriers should be provided on site to direct storm water to silt removal facilities. The design of the temporary on-site drainage system will be undertaken by the contractor prior to the commencement of construction. · Boundaries of earthworks should be surrounded by dykes or embankments for flood protection, as necessary. · Sand/silt removal facilities such as sand/silt traps and sediment basins should be provided to remove sand/silt particles from runoff to meet the requirements of the TM-DSS. The design of efficient silt removal facilities should be based on the guidelines in Appendix A1 of ProPECC PN 1/94, which states that the retention time for silt/sand traps should be 5 minutes under maximum flow conditions. The detailed design of the sand/silt traps shall be undertaken by the contractor prior to the commencement of construction. · Water pumped out from foundation piles must be discharged into silt removal facilities. · Measures should be taken to minimize the ingress of site runoff and drainage into excavations. Drainage water pumped out from excavations should be discharged into storm drains via silt removal facilities. · During rainstorms, exposed slope/soil surfaces should be covered by a tarpaulin or other means, as far as practicable. Other measures that need to be implemented before, during and after rainstorms are summarized in ProPECC PN 1/94. · Exposed soil areas should be minimized to reduce potential for increased siltation and contamination of runoff. · Earthwork final surfaces should be well compacted and subsequent permanent work or surface protection should be immediately performed. · Open stockpiles of construction materials or construction wastes on-site should be covered with tarpaulin or similar fabric during rainstorms. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5b.8.1.2 |
General Construction
Activities Construction solid waste should be collected, handled and disposed of properly to avoid entering to the nearby watercourses and public drainage system. Rubbish and litter from construction sites should also be collected to prevent spreading of rubbish and litter from the site area. It is recommended to clean the construction sites on a regular basis. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5b.8.1.3 |
There is a need to apply to EPD
for a discharge licence for discharge of effluent from the construction site
under the WPCO. The discharge quality must meet the requirements specified in
the discharge licence. All the run-off and wastewater generated from the
works areas should be treated so that it satisfies all the standards listed
in the TM-DSS. The beneficial uses of the treated effluent for other on-site
activities such as dust suppression and general cleaning etc., can minimise
water consumption and reduce the effluent discharge volume. If monitoring of
the treated effluent quality from the works areas is required during the
construction phase of the Project, the monitoring should be carried out in
accordance with the relevant WPCO licence which is under the ambit of
regional office of EPD. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5b.8.1.4 |
Accidental Spillage Contractor
must register as a chemical waste producer if chemical wastes would be
produced from construction activities.
The Waste Disposal Ordinance (Cap 354) and its subsidiary regulations
in particular the Waste Disposal (Chemical Waste) (General) Regulation should
be observed and complied with for control of chemical wastes. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5b.8.1.5 |
Maintenance
of vehicles and equipments involving activities with potential for leakage
and spillage should only be undertaken within the areas which appropriately
equipped to control these discharges. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5b.8.1.6 |
Oils
and fuels should only be used and stored in designated areas which have
pollution prevention facilities. All
fuel tanks and storage areas should be sited on sealed areas in order to
prevent spillage of fuels and solvents to the nearby watercourses. All waste oils and fuels should be
collected in designated tanks prior to disposal. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5b.8.1.7 |
Disposal
of chemical wastes should be carried out in compliance with the Waste
Disposal Ordinance. The Code of
Practice on the Packaging, Labelling and Storage of Chemical Wastes published
under the Waste Disposal Ordinance details the requirements to deal with
chemical wastes. General requirements
are given as follows: · Suitable containers should be used to hold the chemical wastes to avoid leakage or spillage during storage, handling and transport. · Chemical waste containers should be suitably labelled, to notify and warn the personnel who are handling the wastes, to avoid accidents. · Storage area should be selected at a safe location on site and
adequate space should be allocated to the storage area. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO; WDO |
S5b.8.1.8 |
Sewage Effluent Temporary
sanitary facilities, such as portable chemical toilets, should be employed
on-site where necessary to handle sewage from the workforce. A licensed contractor would be responsible
for appropriate disposal and maintenance of these facilities. |
Work site / During the construction period |
Contractor |
|
ü |
|
|
EIAO-TM; ProPECC PN 1/94; WPCO |
S5b.8.1.9 |
Reclamation and Construction
of Breakwaters ·
The proposed dredging and reclamation should be commenced in phases.
The breakwaters and seawalls should be constructed using cofferdam method and
the reclamation should be started within the enclosed breakwaters after the
completion of the breakwater. Silt curtain should be used to surround the
circular cell during the filling of the cell to prevent the loss of fine in
the filling material ·
Water trapped inside the cofferdam, if any, would be pumped out for
treatment before discharge. ·
The maximum production rate for dredging for the anti-scouring
protection layer shall not exceed ·
Any gap that may need to be provided for marine access will be located
at the middle of the North Western seawall, away from the identified coral
communities and will be shielded by silt curtains systems to control sediment
plume dispersion. ·
The silt curtain system at marine access opening should be closed as
soon as the barges passes through the marine access opening in order to
minimize the period of curtain opening. Filling should only be carried out
behind the silt curtain when the silt curtain is completely closed. ·
To enhance the effectiveness of the silt curtain at the marine access,
the northern breakwater would be built before the commencement of the
reclamation to reduce the current velocity towards the marine access opening. ·
The silt curtain system at marine access opening should be regularly
checked and maintained to ensure proper functioning. ·
Where public fill is proposed for filling below +2.5mPD, the fine
content in the public fill will be controlled to 25% which is in line with
the CEDD’s General Specification; ·
The filling for reclamation should be carried out behind the seawall.
The filling material should only consist of public fill, rock and sand. The
maximum filling rate for filling below high watermark (+2.5 mPD) for sand
should be ·
For dredging for anti-scouring protection layer, the contractor should
follow the production rate and the maximum number of grab per hour stated in section 5; ·
No dredging should be carried out within ·
Daily site audit including full-time on-site monitoring by the ET is
recommended during the dredging for anti-scouring protection layer for
checking the compliance with the permitted no. of grab; ·
Closed grab dredger should be used to minimize the loss of sediment
during the raising of the loaded grabs through the water column; ·
Frame-type silt curtains should be deployed around the dredging
operations; ·
Floating-type silt curtains should be used to surround the circular
cell during the sheetpiling work; ·
The descent speed of grabs should be controlled to minimize the seabed
impact speed; ·
Barges should be loaded carefully to avoid splashing of material; ·
All barges used for the transport of dredged materials should be
fitted with tight bottom seals in order to prevent leakage of material during
loading and transport; ·
No concurrence works between laying of submarine cables and
dredging/reclamation works within the same location is allowed. For works
close to each other, the construction program should be arranged so that the
dredging/reclamation works within area bounded by the breakwaters and the
laying of cables would not operate within a distance of 80m from each other
to avoid any accumulative impact on the environment (in case if such tight
schedule is necessary). · All barges should be filled to a level which ensures that material does not spill over during loading and transport to the disposal site and that adequate freeboard is maintained to ensure that the decks are not washed by wave action. |
Work site / During the marine construction period |
Contractor |
|
ü |
|
|
EIAO-TM; WPCO |
S5b.8.2.3 |
Operational Phase Discharges A pipeline drainage system will serve the development area collecting surface runoff from paved areas, roof, etc. Sustainable drainage principle would be adopted in the drainage system design to minimize peak surface runoff, maximize permeable surface and maximize beneficial use of rainwater. |
Within IWMF site / During the operational phase |
IWMF Operator |
ü |
|
ü |
|
WPCO |
S5b.8.2.4 |
Oil interceptors should be provided in the drainage system of any potentially contaminated areas (such as truck parking area and maintenance workshop) and regularly cleaned to prevent the release of oil products into the storm water drainage system in case of accidental spillages. Accidental spillage should be cleaned up as soon as practicable and all waste oils and fuels should be collected and handled in compliance with the Waste Disposal Ordinance. |
Within IWMF site / During the operational phase |
IWMF Operator |
ü |
|
ü |
|
WPCO; WDO |
S5b.8.2.5 |
Refuse Entrapment Collection and removal of floating refuse should be performed at regular intervals for keeping the water within the Project site boundary and the neighbouring water free from rubbish. |
Within the Project site / During the operational phase |
IWMF Operator |
|
|
ü |
|
WPCO |
S5b.8.2.6 |
Transportation of bottom
ash, fly ash and APC residues to WENT Landfill for disposal Covered container should be
used in the shipping of the incineration waste to limit the contact between
the incineration waste and the marine water. A comprehensive emergency
response plan for any accidental spillage should be submitted by the
operation contractor to the EPD for agreement before the operation of the
facilities. Salvage and cleanup action to recover the
spilled incineration waste containers following the spillage should be
carried out according to the emergency response plan to mitigate the
environmental impact in case of spillage. |
Transportation of Incineration Ash / During the operational phase |
IWMF Operator |
|
|
ü |
|
|
* Des - Design, C -
Construction, O – Operation, and Dec - Decommissioning
Table 14.11 Implementation Schedule for Waste Quality Measures for the IWMF at the artificial island near SKC
EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
6b.5.1.2 |
Good Site Practices Adverse environmental impacts in relation to waste management are not expected, provided that good site practices are strictly followed. Recommendations for good site practices during the construction activities would include: · Obtain relevant waste disposal permits from appropriate authorities, in accordance with the Waste Disposal Ordinance (Cap. 354) and subsidiary Regulations and the Land (Miscellaneous Provisions) Ordinance (Cap. 28); · Provide staff training for proper waste management and chemical handling procedures; · Provide sufficient waste disposal points and regular waste collection; · Provide appropriate measures to minimise windblown litter and dust during transportation of waste by either covering trucks or by transporting wastes in enclosed containers; and · Carry out regular cleaning and maintenance programme for drainage systems, sumps and oil interceptors; · Separate chemical wastes for special handling and disposed of to licensed facility for treatment; and · Employ licensed waste collector to collect waste. |
Work Site/ During Construction Period |
Contractor |
|
ü |
|
|
WDO; LDO; ETWB TCW No. 19/2005; EIAO-TM |
6b.5.1.3 |
Waste Reduction Measures Good management and control can prevent the generation of a significant amount of waste. Waste reduction is 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: · Design foundation works that could minimise the amount of excavated material to be generated. · Provide training to workers on the importance of site cleanliness and appropriate waste management procedures, including waste reduction, reuse and recycling; · Sort out demolition debris and excavated materials from demolition works to recover reuseable/recyclable portions (i.e. soil, broken concrete, metal etc.); · Segregate and store different types of waste in different containers, skips or stockpiles to enhance reuse or recycling of materials and their proper disposal; · Encourage the collection of aluminium cans by providing separate labelled bins to enable this waste to be segregated from other general refuse generated by the work force; · Proper storage and site practices to minimise the potential for damage or contamination of construction materials; and · Plan and stock construction materials carefully to minimise amount of waste to be generated and to avoid unnecessary generation of waste. |
Work Site/ During Design & Construction Period |
Contractor |
ü |
ü |
|
|
|
6b.5.1.7 |
Dredged Sediment – Application of Dumping Permit The project proponent should agree in advance with MFC of CEDD on the site allocation. The project proponent or contractor for the dredging works shall then apply for the site allocations of marine sediment disposal based on the prior agreement with MFC/CEDD. The project proponent or contractor should also be responsible for the application of all necessary permits from relevant authorities, including the dumping permit as required under DASO from EPD, for the disposal of dredged sediment prior to the commencement of the dredging works. |
Seawall
and Reclamation site / Construction Period |
EPD and its contractor |
ü |
ü |
|
|
DASO ETWB TCW
34/2002 |
6b.5.1.8 |
Dredged Sediment – Sediment Quality Report The project proponent or contractor will need to satisfy the appropriate authorities that the quality of the marine sediment to be dredged has been identified according to the requirements of ETWB TCW 34/2002. This should be completed well before the dredging works and would include at least the submission of a formal Sediment Quality Report under Tier I of ETWB TCW No. 34/2002 to DEP for approval. Subject to advice from DEP, it is possible that further marine SI in accordance with ETWB TCW 34/2002 might be necessary for the application of dumping permit under DASO. In such case, a sediment sampling and testing proposal shall be submitted to and approved by DEP before the additional marine SI works. |
Seawall
and Reclamation site / Construction Period |
EPD and its contractor |
ü |
|
|
|
DASO ETWB TCW
34/2002 |
6b.5.1.9 |
Dredged Sediment – Sediment
Transportation The barge transporting the sediments to the designated disposal
sites should be equipped with tight fitting seals to prevent leakage and
should not be filled to a level that would cause overflow of materials or
laden water during loading or transportation.
In addition, monitoring of the barge loading shall be conducted to
ensure that loss of material does not take place during transportation. Transport
barges or vessels shall be equipped with automatic self-monitoring devices as
specified by the DEP. |
Seawall
and Reclamation site / Construction Period |
EPD and its contractor |
|
ü |
|
|
DASO ETWB TCW
34/2002 |
6b.5.1.10 |
Construction and Demolition Materials In order to minimise the impact resulting from collection and transportation of C&D materials for off-site disposal, the excavated material arising from site formation and foundation works should be reused on-site as backfilling material and for landscaping works as far as practicable. Other mitigation requirements are listed below: · A Waste Management Plan (WMP), which becomes part of the Environmental Management Plan (EMP), should be prepared in accordance with ETWB TCW No.19/2005; · A recording system for the amount of wastes generated, recycled and disposed (including the disposal sites) should be adopted for easy tracking; and · In order to monitor the disposal of C&D materials at public filling facilities and landfills and to control fly-tipping, a trip-ticket system should be adopted (refer to ETWB TCW No. 31/2004). |
Work Site/ During Design & Construction Period |
Contractor |
ü |
ü |
|
|
ETWB TCW No. 19/2005 |
6b.5.1.11 – 6b.5.1.12 |
The Contactor should prepare and implement an EMP in accordance with ETWB TCW No.19/2005, which describes the arrangements for avoidance, reuse, recovery, recycling, storage, collection, treatment and disposal of different categories of waste to be generated from construction activities. Such a management plan should incorporate site specific factors, such as the designation of areas for segregation and temporary storage of reusable and recyclable materials. The EMP should be submitted to the Engineer for approval. The Contractor should implement waste management practices in the EMP throughout the construction stage of the Project. The EMP should be reviewed regularly and updated by the Contractor, preferably on a monthly basis. All surplus C&D materials arising from or in connection with construction works should become the property of the Contractor when it is removed unless otherwise stated. The Contractor would be responsible for devising a system to work for on-site sorting of C&D materials and promptly removing all sorted and process materials arising from the construction activities to minimize temporary stockpiling on-site. The system should be included in the EMP identifying the source of generation, estimated quantity, arrangement for on-site sorting, collection, temporary storage areas and frequency of collection by recycling Contractors or frequency of removal off-site. |
Work Site/ During Design & Construction Period |
Contractor |
ü |
ü |
|
|
ETWB TCW No. 19/2005 |
6b.5.1.13 |
Chemical Wastes Should chemical wastes be produced at the construction site, the Contractor would be required to register with EPD as a Chemical Waste Producer and to follow the guidelines stated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. Good quality containers compatible with the chemical wastes should be used, and incompatible chemicals should be stored separately. Appropriate labels should be securely attached on each chemical waste container indicating the corresponding chemical characteristics of the chemical waste (such as explosive, flammable, oxidizing, irritant, toxic, harmful, or corrosive). The Contractor should employ a licensed collector to transport and dispose of the chemical wastes, to either the Chemical Waste Treatment Centre at Tsing Yi, or another licensed facility, in accordance with the Waste Disposal (Chemical Waste) (General) Regulation. |
Work Site/ During Construction Period |
Contractor |
|
ü |
|
|
Waste Disposal (Chemical Waste) (General) Regulation |
6b.5.1.14 |
General Refuse General refuse should be stored in enclosed bins or compaction units separate from C&D materials. A licensed waste collector should be employed by the Contractor to remove general refuse from the site, separately from C&D materials. Preferably an enclosed and covered area should be provided to reduce the occurrence of ‘wind blown’ light material. |
Work Site/ During Construction Period |
Contractor |
|
ü |
|
|
Public Health and Municipal Services Ordinance |
6b.5.1.16 – 6b.5.1.33 |
Biogas Generation The Contractor shall review the data and analysis
results, and the data from further Site Investigation, if any. Subject to the review findings, the following
gas protection measures may be considered if necessary: - gas monitoring after reclamation; - passive ventilation; - gas impermeable membrane; - ventillation with “at risk” rooms; - protection of utilities or below ground services; - precautions during construction works; - precautions prior to entry of belowground services |
Reclamation site (if dredging at the reclamation site is not required) / Design & Construction Period |
Designer and/or contractor |
ü |
ü |
|
|
EPD/TR8/97 |
6b.5.2.1 |
Good Site Practices It is recommended that the following good operational practices should be adopted to minimise waste management impacts: · Obtain the necessary waste disposal permits from the appropriate authorities, in accordance with the Waste Disposal Ordinance (Cap. 354) and Waste Disposal (Chemical Waste) (General) Regulation; · Nomination of an approved person to be responsible for good site practice, arrangements for collection and effective disposal to an appropriate facility of all wastes generated at the site; · Use of a waste haulier licensed to collect specific category of waste; · A trip-ticket system should be included as one of the contractual requirements and implemented by the Environmental Team to monitor the disposal of solid wastes at landfills, and to control fly tipping. Reference should be made to ETWB TCW No. 31/2004. · Training of site personnel in proper waste management and chemical waste handling procedures; · Separation of chemical wastes for special handling and appropriate treatment at a licensed facility; · Routine cleaning and maintenance programme for drainage systems, sumps and oil interceptors; · Provision of sufficient waste disposal points and regular collection for disposal; · Adoption of appropriate measures to minimize windblown litter and dust during transportation of waste, such as covering trucks or transporting wastes in enclosed containers; and ·
Implementation of a recording
system for the amount of wastes generated, recycled and disposed of
(including the disposal sites). |
IWMF Site/During Operation Period |
IWMF Operator |
|
|
ü |
|
Waste Disposal Ordinance (Cap. 354); Waste Disposal (Chemical Waste) (General) Regulation; ETWB TCW No. 31/2004 |
6b.5.2.2 |
Waste Reduction Measures Good management and control can prevent the generation of significant amounts of waste. It is recommended that the following good operational practices should be adopted to ensure waste reduction: · 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 aluminium cans, plastic bottles and packaging material (e.g. carton boxes) and office paper by individual collectors. Separate labelled bins should be provided to help segregate this waste from other general refuse generated by the work force; and ·
Any unused chemicals or those
with remaining functional capacity should be reused as far as practicable. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
6b.5.2.3 |
Storage, Handling, Treatment, Collection and Disposal
of Incineration By-Products The following measures are recommended for the storage, handling and collection of the incineration by-products: · Ash should be stored in storage silos; · Ash should be handled and conveyed in closed systems fully segregated from the ambient environment; · Ash should be wetted with water to control fugitive dust, where necessary; · All fly ash and APC residues should be treated, e.g. by cement solidification or chemical stabilization, for compliance with the proposed Incineration Residue Pollution Control Limits and leachability criteria prior to disposal; · The ash should be transported in covered trucks or containers to the designated landfill site. The
Contractor should provide EPD with chemical analysis results of the bottom ash,
and treated fly ash and APC residues to confirm that the ash/residue can
comply with the proposed Incineration Residue Pollution Control Limits before
disposal. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
Incineration Residue Pollution Control Limits |
6b.6.3.1 |
Fuel Oil Tank Construction and Test · The fuel tank to be installed should be of specified durability. · Double skin tanks are preferred. · Underground fuel storage tank should be placed within a concrete pit. · The concrete pit shall be accessible to allow regular tank integrity tests to be carried out at regular intervals. · Tank integrity tests should be conducted by an independent qualified surveyor or structural engineer. · Any potential problems identified in the test should be rectified as soon as possible. |
Fuel Oil Storage Tank/ During Design, Construction and Operation Periods |
IWMF Contractor |
ü |
ü |
ü |
|
|
6b.6.3.1 |
Fuel Oil Pipeline Construction and Test · Installation of aboveground fuel oil pipelines is preferable; if underground pipelines are unavoidable, concrete lined trenches should be constructed to contain the pipelines. · Double skin pipelines are preferred. · Distance between the fuel oil refuelling points and the fuel oil storage tank shall be minimized. · Integrity tests for the pipelines should be conducted by an independent qualified surveyor or structural engineer at regular intervals. · Any potential problems identified in the test should be rectified as soon as possible. |
Fuel Oil Pipelines/ During Design, Construction and Operation Periods |
IWMF Contractor |
ü |
ü |
ü |
|
|
6b.6.3.1 |
Fuel Oil Leakage Detection · Installation of leak detection device at storage tank and pipelines. ·
Installation and use of
pressure gauges (e.g. at the two ends of a filling line) in fuel filling,
which allows unexpected pressure drop or difference and sign of leakage to be
detected. |
Fuel Oil Storage Tank and Pipelines/ During Design, Construction and Operation Periods |
IWMF Contractor |
ü |
ü |
ü |
|
|
6b.6.3.1 |
Fuel Oil Storage Tank Refuelling · Storage tank refuelling (from road tanker) should only be conducted by authorized staff of the oil company using the company’s standard procedures. |
Fuel Oil Refuelling Point/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
6b.6.3.1 |
Fuel Oil Spillage Response An Oil Spill Response Plan should be prepared by the operator to document the appropriate response procedures for oil spillage incidents in detail. General procedures to be taken in case of fuel oil spillage are presented below. · Training - Training on oil spill response actions should be given to relevant staff. The training shall cover the followings: Ø Tools & resources to combat oil spillage and fire, e.g. locations of oil spill handling equipment and fire fighting equipment; Ø General methods to deal with oil spillage and fire incidents; Ø Procedures for emergency drills in the event of oil spills and fire; and Ø Regular drills shall be carried out. · Communication - Establish communication channel with the Fire Services Department (FSD) and EPD to report any oil spillage incident so that necessary assistance from relevant department can be quickly sought. · Response Procedures - Any fuel oil spillage within the IWMF site should be immediately reported to the Plant Manager with necessary details including location, source, possible cause and extent of the spillage. - Plant Manager should immediately attend to the spillage and initiate any appropriate action to confine and clean up the spillage. The response procedures shall include the following: Ø Identify and isolate the source of spillage as soon as possible. Ø Contain the oil spillage and avoid infiltration into soil/ groundwater and discharge to storm water channels. Ø Remove the oil spillage. Ø Clean up the contaminated area. Ø If the oil spillage occurs during storage tank refuelling, the refueling operation should immediately be stopped. Ø
Recovered contaminated fuel
oil and the associated material to remove the spilled oil should be
considered as chemical waste. The handling and disposal procedures for
chemical wastes are discussed in the following paragraphs. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
6b.6.3.2 |
Chemicals and Chemical Wastes Handling & Storage · Chemicals and chemical wastes should only be stored in suitable containers in purpose-built areas. · The storage of chemical wastes should comply with the requirements of the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. · The storage areas for chemicals and chemical wastes shall have an impermeable floor or surface. The impermeable floor/ surface shall possess the following properties: - Not liable to chemically react with the materials and their containers to be stored. - Able to withstand normal loading and physical damage caused by container handling - The integrity and condition of the impermeable floor or surface should be inspected at regular intervals to ensure that it is satisfactorily maintained Ø For liquid chemicals and chemical wastes storage, the storage area should be bunded to contain at least 110% of the storage capacity of the largest containers or 20% of the total quantity of the chemicals/chemical wastes stored, whichever is the greater. Ø Storage containers shall be checked at regular intervals for their structural integrity and to ensure that the caps or fill points are tightly closed. Ø
Chemical handling shall be
conducted by trained workers under supervision. |
Chemicals and Chemical Wastes Storage Area / During Operation Period |
IWMF Operator |
|
|
ü |
|
|
6b.6.3.2 |
Chemicals and Chemical Wastes Spillage Response A Chemicals and/ or Chemical Wastes Spillage Response Plan shall be prepared by the operator to document in detail the appropriate response procedures for chemicals or chemical wastes spillage incidents. General procedures to be undertaken in case of chemicals/ chemical waste spillages are presented below. · Training - Training on spill response actions should be given to relevant staff. The training shall cover the followings: Ø Tools & resources to handle spillage, e.g. locations of spill handling equipment; Ø General methods to deal with spillage; and Ø Procedures for emergency drills in the event of spills. · Communication - Establish communication channel with FSD and EPD to report the spillage incident so that necessary assistance from relevant department can be quickly sought. · Response Procedures - Any spillage within the IWMF site should be reported to the Plant Manager. - Plant Manager shall attend to the spillage and initiate any appropriate actions needed to confine and clean up the spillage. The response procedures shall include the followings: Ø Identify and isolate the source of spillage as soon as possible; Ø Contain the spillage and avoid infiltration into soil/ groundwater and discharge to storm water channels (in case the spillage occurs at locations out of the designated storage areas); Ø Remove the spillage; the removal method/ procedures documented in the Material Safety Data Sheet (MSDS) of the chemicals spilled should be observed; Ø Clean up the contaminated area (in case the spillage occurs at locations out of the designated storage areas); and Ø The waste arising from the cleanup operation should be considered as chemical wastes. |
IWMF Site/ During Operation Period |
IWMF Operator |
|
|
ü |
|
|
6b.6.3.3 |
Preventive Measures for Incineration By-products
Handling The recommended measures listed below can minimize the potential contamination to the surrounding environment due to the incineration by-products: · Ash should be stored in storage silos; · Ash should be handled and conveyed in closed systems fully segregated from the ambient environment; · Ash should be wetted with water to control fugitive dust, where necessary; · All fly ash and APC residues should be treated, e.g. by cement solidification or chemical stabilization, for compliance with the proposed Incineration Residue Pollution Control Limits and leachability criteria prior to disposal; · The ash should be transported in covered trucks or containers to the designated landfill site. |