Table
13.1 Implementation
Schedule for Air Quality Control
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EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
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Dec |
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Construction Phase |
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S3.6.1 |
No adverse air quality impacts at
the ASRs are expected during construction of temporary typhoon shelter. However, requirements of the Air Pollution
Control (Construction Dust) Regulation shall be adhered to during the
construction period. In addition,
the operated dredgers should be regularly maintained to minimise emissions. |
Work
site / during construction |
Contractor |
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Ö |
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* Des - Design, C - Construction, O
– Operation, and Dec - Decommissioning
Table 13.2 Implementation
Schedule for Noise Control
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EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
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Des |
C |
O |
Dec |
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Construction Phase |
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S4.9.2 |
Good Site
Practice: Ÿ
Only
well-maintained plant shall be operated on-site and plant shall be serviced regularly
during the construction program. Ÿ
Silencers
or mufflers on construction equipment shall be utilized and shall be properly
maintained during the construction program. Ÿ
Mobile
plant, if any, shall be sited as far away from NSRs as possible. Ÿ
Machines
and plant (such as trucks) that may be in intermittent use shall be shut down
between works periods or shall be throttled down to a minimum. Ÿ
Plant
known to emit noise strongly in one direction shall, wherever possible, be
orientated so that the noise is directed away from the nearby NSRs. Ÿ
Material
stockpiles and other structures shall be effectively utilized, wherever
practicable, in screening noise from on-site construction activities. |
Work Sites / During Construction |
Contractor |
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Ö |
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EIAO-TM, NCO |
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S |
Use of quiet powered mechanical
equipment for the following tasks: ·
Temporary relocation of typhoon shelter -
Dredging temporary breakwater -
Rock filling, amour placing and bored pile walls -
Install temporary moorings |
Work Sites / During Construction |
Contractor |
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Ö |
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EIAO-TM, NCO |
* Des - Design, C - Construction, O
– Operation, and Dec - Decommissioning
Table 13.3 Implementation
Schedule for Water Quality Control
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EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
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Des |
C |
O |
Dec |
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Construction Phase |
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S5.8 |
Dredging for
construction of the TBW shall be carried out by
closed grab dredger.
The corresponding dredging rates shall not be more than 1,500 m3
per day. |
Work site
/ During the construction period |
Contractor |
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Ö |
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EIAO-TM, WPCO |
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S5.8, Figure
5.3 |
Silt screens shall be applied to seawater intakes at interim WDII construction stages as stated below:
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Work site
/ During the construction period |
Contractor |
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Ö |
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EIAO-TM, WPCO |
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S5.8 |
Other mitigation measures include: · mechanical grabs, if used, shall be designed and maintained to avoid spillage and sealed tightly while being lifted. For dredging of any contaminated mud, closed watertight grabs must be used; · all vessels shall be sized so that adequate clearance is maintained between vessels and the seabed in all tide conditions, to ensure that undue turbidity is not generated by turbulence from vessel movement or propeller wash; ·
all hopper barges and
dredgers shall be fitted with tight fitting seals to their bottom openings to
prevent leakage of material; |
Work site
/ During the construction period |
Contractor |
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Ö |
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ProPECC PN 1/94; WPCO (TM-DSS) |
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· construction activities shall not cause foam, oil, grease, scum, litter or other objectionable matter to be present on the water within the site or dumping grounds; |
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· loading of barges and hoppers shall be controlled to prevent splashing of dredged material into the surrounding water. Barges or hoppers shall not be filled to a level that will cause the overflow of materials or polluted water during loading or transportation. |
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S5.8 |
Silt screens are recommended to be deployed at the seawater intakes during the marine works period. Installation of silt screens at the seawater intake points may cause a potential for accumulation and trapping of pollutants, floating debris and refuse behind the silt screens and may lead to potential water quality deterioration at the seawater intake points. Major sources of pollutants and floating refuse include the runoff and storm water discharges from the nearby coastal areas. As a mitigation measure to avoid the pollutant and refuse entrapment problems and to ensure that the impact monitoring results are representative, regular maintenance of the silt screens and refuse collection shall be performed at the monitoring stations at regular intervals on a daily basis. The Contractor shall be responsible for keeping the water behind the silt screen free from floating rubbish and debris during the impact monitoring period. |
Work site
/ During the construction period |
Contractor |
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Ö |
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EIAO-TM, WPCO |
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S5.8 |
The mitigation measures for construction
runoff and drainage as listed below should be implemented where applicable. Construction Runoff and Drainage Exposed soil areas should be minimised to reduce
the potential for increased siltation, contamination of runoff, and
erosion. Construction runoff
related impacts associated with the above ground construction activities can
be readily controlled through the use of sediment traps and adequate maintenance
of drainage systems to prevent flooding and overflow. Construction site should be provided with adequately designed perimeter channel and pre-treatment facilities and proper maintenance. The boundaries of critical areas of earthworks should be marked and surrounded by dykes or embankments for flood protection. Temporary ditches should be provided to facilitate runoff discharge into the appropriate watercourses, via a silt retention pond. Permanent drainage channels should incorporate sediment basins or traps and baffles to enhance deposition rates. The design of efficient silt removal facilities should be based on the guidelines in Appendix A1 of ProPECC PN 1/94. Ideally, construction works
should be programmed to minimise surface excavation works during the rainy
season (April to September). All
exposed earth areas should be completed as soon as possible after earthworks
have been completed, or alternatively, within 14 days of the cessation of
earthworks where practicable. If
excavation of soil cannot be avoided during the rainy season, or at any time
of year when rainstorms are likely, exposed slope surfaces should be covered
by tarpaulin or other means. A
sediment tank
constructed from pre-formed individual cells of approximately 6 ‑ Open stockpiles of
construction materials (for examples, aggregates, sand and fill material) of
more than |
Work
site / During the construction period |
Contractor |
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Ö |
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ProPECC PN 1/94; WPCO (TM-DSS) |
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S5.8 |
Construction Runoff and Drainage (continued) Manholes (including newly
constructed ones) should always be adequately covered and temporarily sealed
so as to prevent silt, construction materials or debris being washed into the
drainage system and storm runoff being directed into foul sewers; Precautions to be taken at
any time of year when rainstorms are likely, actions to be taken when a
rainstorm is imminent or forecast, and actions to be taken during or after
rainstorms are summarised in Appendix A2 of ProPECC PN 1/94. Particular attention should be paid to
the control of silty surface runoff during storm events; Oil interceptors should be
provided in the drainage system and regularly cleaned to prevent the release
of oils and grease into the storm water drainage system after accidental
spillages. The interceptor should
have a bypass to prevent flushing during periods of heavy rain; All vehicles and plant
should be cleaned before leaving a construction site to ensure no earth, mud,
debris and the like is deposited by them on roads. An adequately designed and located
wheel washing bay should be provided at every site exit, and 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. The section of access road leading to,
and exiting from, the wheel-wash bay to the public road should be paved with
sufficient backfall toward the wheel-wash bay to prevent vehicle tracking of
soil and silty water to public roads and drains. |
Work
site / During the construction period |
Contractor |
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Ö |
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ProPECC PN 1/94; WPCO (TM-DSS) |
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S5.8 |
Construction Runoff and Drainage (Continued) It is recommended that on-site
drainage system should be installed prior to the commencement of other
construction activities. Sediment
traps should be installed in order to minimise the sediment loading of the
effluent prior to discharge into foul sewers. There shall be no direct discharge of
effluent from the site into the sea. All temporary and permanent
drainage pipes and culverts provided to facilitate runoff discharge shall be
adequately designed for the controlled release of storm flows. All sediment control measures shall be
regularly inspected and maintained to ensure proper and efficient operation
at all times and particularly following rain storms. The temporarily diverted drainage
shall be reinstated to its original condition when the construction work is
finished or the temporary diversion is no longer required. All fuel tanks and store
areas shall be provided with locks and be sited on sealed areas, within bunds
of a capacity equal to 110% of the storage capacity. |
Work
site / During the construction period |
Contractor |
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Ö |
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ProPECC PN 1/94; WPCO (TM-DSS) |
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S5.8 |
Sewage from Construction Work Force Construction
work force sewage discharges on site shall be connected to the existing trunk
sewer or sewage treatment facilities.
The construction sewage shall be handled by portable chemical toilets
prior to the commission of the on-site sewer system. Appropriate numbers of portable
toilets shall be provided by a licensed contractor to serve the large number
of construction workers over the construction site. The Contractor shall also be
responsible for waste disposal and maintenance practices. |
Work
site / During the construction period |
Contractor |
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Ö |
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ProPECC PN 1/94; WPCO (TM-DSS) |
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S5.8 |
Floating Debris and Refuse Collection
and removal of floating refuse shall be performed at regular intervals on a
daily basis. The contractor shall
be responsible for keeping the water within the site boundary and the
neighbouring water free from rubbish. |
Work
site and adjacent water / During the construction period. |
Contractor |
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Ö |
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WPCO |
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S5.8 |
Storm Water
Discharges Minimum
distances of 100 m shall be maintained between the existing or planned stormwater
discharges and the existing or planned WSD flushing water intakes. |
Work
site and adjacent water / During the design and construction period. |
Contractor |
Ö |
Ö |
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WPCO |
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* Des - Design, C - Construction, O –
Operation, and Dec - Decommissioning
3 if employ Management, Operation and
Maintenance (MOM) Contract
Table 13.4 Implementation
Schedule for Waste Management
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EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
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Des |
C |
O |
Dec |
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Construction Phase |
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S6.7.2 |
Marine
Sediments
The dredged marine sediments would
be loaded onto barges, transported to and disposed of at the designated
disposal sites at South of Cheung Chau, East of Ninepin, East of Tung Lung
Chau, South of Tsing Yi and East of Sha Chau to be allocated by the MFC
depending on their level of contamination or at other disposal sites after
consultation with the MFC and EPD. In accordance with the ETWB TCW No. 34/2002, the contaminated material must be dredged and transported with
great care. The mitigation
measures recommended in Section 5 of the EIA Report shall be incorporated.
The dredged contaminated sediment must be effectively isolated from the
environment upon final disposal and shall be disposed of at the Type 2
confined marine disposal contaminated mud pit. |
Work site
/ During the construction period |
Contractor |
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Ö |
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ETWB TCW No. 34/2002 |
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S6.7.3 |
It will be the responsibility of
the Contractor to satisfy the appropriate authorities that the contamination levels
of the marine sediment to be dredged have been analysed and recorded. According to the ETWB TCW No. 34/2002,
this will involve the submission of a formal Sediment Quality Report to the
DEP, at least 3 months prior to the dredging contract being tendered |
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S |
During transportation and disposal
of the dredged marine sediments requiring Type 1 and Type 2 disposal, the
following measures shall be taken to minimise potential impacts on water
quality: |
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·
Bottom opening of barges shall be fitted with tight fitting seals to
prevent leakage of material.
Excess material shall be cleaned from the decks and exposed fittings
of barges and hopper dredgers before the vessel is moved. |
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·
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. ·
Barges or hopper barges shall not be filled to a level that would
cause the overflow of materials or sediment laden water during loading or
transportation. |
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S6.6.14 |
Floating Refuse During the construction phase, the
project proponent’s contractor will be responsible for the collection of any
refuse within their works area. Floating booms will be provided on the water
surface to confine the refuse from the working barges as well as to avoid the
accumulation of pollutants within temporary embayment as mentioned in Table
13.3. |
Work site
/ During the construction period |
Contractor |
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Ö |
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S6.7.5 |
Good Site Practices ·
Recommendations for good site practices during the
construction activities include: ·
nomination of an approved person, such as a site
manager, to be responsible for good site practices, arrangements for
collection and effective disposal to an appropriate facility, of all wastes
generated at the site; ·
training of site personnel in proper waste
management and chemical waste handling procedures; ·
provision of sufficient waste disposal points and
regular collection for disposal; ·
appropriate measures to minimise windblown litter
and dust during transportation of waste by either covering trucks or by
transporting wastes in enclosed containers; ·
regular cleaning and maintenance programme for
drainage systems, sumps and oil interceptors; and ·
a recording system for the amount of wastes
generated, recycled and disposed of (including the disposal sites). |
Work site
/ During the construction period |
Contractor |
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Ö |
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Waste
Disposal Ordinance (Cap.354) |
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S |
Waste Reduction Measures 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: |
Work site
/ During planning and design stage, and construction stage |
Contractor |
Ö |
Ö |
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·
Sort C&D waste from demolition of the existing
structures to recover recyclable portions such as metals. |
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·
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. |
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·
Encourage collection of aluminium cans, PET bottles and
paper by providing separate labelled bins to enable these wastes to be
segregated from other general refuse generated by the work force. ·
Any unused chemicals or those with remaining
functional capacity shall be recycled. ·
Use of reusable non-timber formwork to reduce the
amount of C&D material. ·
Proper storage and site practices to minimise the
potential for damage or contamination of construction materials. ·
Plan and stock construction materials carefully to minimise amount of
waste generated and avoid unnecessary generation of waste. |
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S6.7.8 |
General Refuse
General refuse
shall be stored in enclosed bins or compaction units separate from C&D
material. A licensed waste
collector shall be employed by the contractor to remove general refuse from
the site, separately from C&D material. A collection
area shall be provided where wastes can be stored and loaded prior to removal
from site. An enclosed and
covered area is recommended to reduce the occurrence of 'wind blow' light
material. |
Work site
/ During the construction period |
Contractor |
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Ö |
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Public
Health and Municipal Services Ordinance (Cap. 132) |
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S6.7.9 |
Chemical Wastes
After use,
chemical wastes (for example, cleaning fluids, solvents, lubrication oil and
fuel) shall be handled according to the Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes. Spent chemicals shall be collected by
a licensed collector for disposal at the CWTF or other licensed facility in
accordance with the Waste Disposal (Chemical Waste) (General) Regulation. |
Work site
/ During the construction period |
Contractor |
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Ö |
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Waste
Disposal (Chemical Waste) (General) Regulation Code of
Practice on the Packaging, Labelling and Storage of Chemical Wastes |
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S6.7.10 |
Construction and Demolition Material
C&D
material shall be sorted on-site into inert C&D material (that is, public
fill) and C&D waste. C&D waste, such as wood, glass, plastic, steel
and other metals shall be reused or recycled and, as a last resort, disposed
of to landfill. A suitable area
shall be designated to facilitate the sorting process and a temporary
stockpiling area will be required for the separated materials. |
Work site
/ During the construction period |
Contractor |
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Ö |
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ETWB TCW
No. 33/2002, 31/2004, 19/2005 |
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S6.7.11 |
In order to monitor the disposal
of public fill and C&D waste at public filling facilities and landfills,
respectively, and to control fly tipping, a trip-ticket system shall be
included as one of the contractual requirements and implemented by the
Environmental Team undertaking the environmental monitoring and audit
work. An Independent Environment
Checker shall be responsible for auditing the results of the system. |
Work site
/ During the construction period |
Contractor and Independent Environmental
Checker |
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Ö |
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ETWB TCW
No. 31/2004 |
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* Des - Design, C - Construction, O
– Operation, and Dec - Decommissioning
Table 13.5 Implementation Schedule for Land Contamination
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EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
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Des |
C |
O |
Dec |
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Construction and Operation Phase |
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S.7.1.1 |
·
As no potential contaminative land uses were identified within the
Study Area, adverse land contamination impacts associated with the
construction and operation of the Project is not expected. As such, environmental protection and
mitigation measures are considered not necessary. |
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* Des - Design, C - Construction, O
– Operation, and Dec - Decommissioning
Table 13.6 Implementation
Schedule for Marine Ecology
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EIA Ref |
Environmental Protection Measures
/ Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and
Guidelines |
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Des |
C |
O |
Dec |
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Construction & Operation
Phases |
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S.9.7.1 |
As no adverse ecological impact on marine habitats and associated wildlife is predicted, no necessary mitigation measure specific for marine ecology is considered as required in this assessment. The mitigation measures recommended in the water quality impact assessment to control water quality would also serve to protect marine ecological resources from indirect impacts and ensure no adverse impact on marine life would be resulted from this designated project. |
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*Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table 13.7 Implementation
Schedule for Landscape and Visual
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EIA Ref |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
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Des |
C |
O |
Dec |
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Construction Phase |
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Table 10.5 |
CM5 Control of night-time lighting. |
Work site
/ During Construction Phase |
Contractor |
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Ö |
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EIAO TM |
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*Des - Design, C - Construction, O –
Operation, and Dec - Decommissioning