EIA Ref. |
EM&A Log Ref |
Recommended
Mitigation Measures |
Objectives of the
recommended Measures & Main Concerns to address |
Who to implement the
measures? |
Location of the
measures |
When to Implement the
measures? |
Implementation Status |
Air
Quality |
|||||||
S5.5.6.1 |
A1
|
1)
The contractor shall follow the procedures and requirements given in the Air
Pollution Control (Construction Dust) Regulation |
Good construction site
practices to control the dust impact at the nearby sensitive receivers to
within the relevant criteria. |
Contractor |
All
construction sites |
Construction stage |
^ |
S5.5.6.2 |
A2 |
2)
Proper watering of exposed spoil should be undertaken throughout the
construction phase: •
Any excavated or stockpile of dusty material
should be covered entirely by impervious sheeting or sprayed with water to
maintain the entire surface wet and then removed or backfilled or reinstated
where practicable within 24 hours of the excavation or unloading; •
Any dusty materials remaining after a
stockpile is removed should be wetted with water and cleared from the surface
of roads; •
A stockpile of dusty material should not be
extend beyond the pedestrian barriers, fencing or traffic cones. •
The load of dusty materials on a vehicle
leaving a construction site should be covered entirely by impervious sheeting
to ensure that the dusty materials do not leak from the vehicle; •
Where practicable, vehicle washing facilities
with high pressure water jet should be provided at every discernible or
designated vehicle exit point.
The area where vehicle washing takes place and the road section
between the washing facilities and the exit point should be paved with
concrete, bituminous materials or hardcores; |
Good
construction site practices
to control the dust impact at the nearby sensitive receivers to within the
relevant criteria. |
Contractor |
All
construction sites |
Construction stage |
* * ^ ^ ^ |
S5.5.6.2 |
A2 |
•
When there are open excavation and
reinstatement works, hoarding of not less than 2.4m high should be provided
as far as practicable along the site boundary with provision for public crossing.
Good site practice shall also be adopted by the Contractor to ensure the
conditions of the hoardings are properly maintained throughout the
construction period; •
The portion of any road leading only to
construction site that is within 30m of a vehicle entrance or exit should be
kept clear of dusty materials; •
Surfaces where any pneumatic or power-driven
drilling, cutting, polishing or other mechanical breaking operation takes
place should be sprayed with water or a dust suppression chemical continuously;
•
Any area that involves demolition activities
should be sprayed with water or a dust suppression chemical immediately prior
to, during and immediately after the activities so as to maintain the entire
surface wet; •
Where a scaffolding is erected around the
perimeter of a building under construction, effective dust screens, sheeting
or netting should be provided to enclose the scaffolding from the ground
floor level of the building, or a canopy should be provided from the first
floor level up to the highest level of the scaffolding; •
Any skip hoist for material transport should
be totally enclosed by impervious sheeting; •
Every stock of more than 20 bags of cement or
dry pulverised fuel ash (PFA) should be covered entirely by impervious
sheeting or placed in an area sheltered on the top and the 3 sides; |
Good
construction site practices
to control the dust impact
at the nearby sensitive
receivers to within the
relevant criteria. |
Contractor |
All
construction sites |
Construction stage |
^ ^ ^ ^ N/A ^ ^ |
S5.5.6.2 |
A2 |
•
Cement or dry PFA delivered in bulk should be
stored in a closed silo fitted with an audible high level alarm which is
interlocked with the material filling line and no overfilling is allowed; •
Loading, unloading, transfer, handling or
storage of bulk cement or dry PFA should be carried out in a totally enclosed
system or facility, and any vent or exhaust should be fitted with an
effective fabric filter or equivalent air pollution control system; and •
Exposed earth should be properly treated by
compaction, turfing, hydroseeding, vegetation planting or sealing with latex,
vinyl, bitumen, shotcrete or other suitable surface stabiliser within six
months after the last construction activity on the construction site or part
of the construction site where the exposed earth lies. |
Good
construction site practices
to control the dust impact
at the nearby sensitive
receivers to within the
relevant criteria. |
Contractor |
All
construction sites |
Construction stage |
N/A N/A N/A |
S5.5.6.3
|
A3 |
3)
The Contractor should undertake proper watering on all exposed spoil (with at
least 8 times per day) throughout the construction phase. |
Control
construction dust |
Contractor |
All
construction sites |
Construction
stage |
^ |
S5.5.6.4
|
A5 |
5)
Implement regular dust monitoring under EM&A programme during the
construction stage. |
Monitor
the 24 hr and 1hr TSP levels at the representative dust monitoring stations
to ensure compliance with relevant criteria throughout the construction
period. |
Contractor |
Selected representative
dust monitoring
station |
Construction stage |
^ |
S5.5.7.1
|
A6 |
The
following mitigation measures should be adopted to prevent fugitive dust
emissions for concrete batching plant: •
Loading, unloading, handling, transfer or
storage of any dusty materials should be carried out in totally enclosed
system; •
All dust-laden air or waste gas generated by
the process operations should be properly extracted and vented to fabric
filtering system to meet the emission limits for TSP; •
Vents for all silos and cement/pulverised
fuel ash (PFA) weighing scale should be fitted with fabric filtering system; •
The materials which may generate airborne
dusty emissions should be wetted by water spray system; •
All receiving hoppers should be enclosed on
three sides up to 3m above unloading point; •
All conveyor transfer points should be
totally enclosed; •
All access and route roads within the
premises should be paved and wetted; and •
Vehicle cleaning facilities should be
provided and used by all concrete trucks before leaving the premises to wash
off any dust on the wheels and/or body. |
Monitor
the 24 hr and 1hr TSP
levels at the representative
dust monitoring
stations to ensure compliance
with relevant criteria
throughout the construction
period. |
Contractor |
Selected representative
dust monitoring
station |
Construction stage |
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A |
S5.5.2.7
|
A7
|
The
following mitigation measures should be adopted to prevent fugitive
dust emissions at barging point: •
All road surface within the barging
facilities will be paved; •
Dust enclosures will be provided for the
loading ramp; •
Vehicles will be required to pass through
designated wheels wash facilities; and •
Continuous water spray at the loading points. |
Control
construction dust |
Contractor |
All
construction sites |
Construction stage |
N/A N/A N/A N/A |
Construction
Noise (Air borne) |
|||||||
S6.4.10
|
N1 |
1)
Use of good site practices to limit noise emissions by considering the following:
•
only well-maintained plant should be operated
on-site and plant should be serviced regularly during the construction
programme; •
machines and plant (such as trucks, cranes)
that may be in intermittent use should be shut down between work periods or
should be throttled down to a minimum; •
plant known to emit noise strongly in one
direction, where possible, be orientated so that the noise is directed away
from nearby NSRs; •
silencers or mufflers on construction
equipment should be properly fitted and maintained during the construction
works; •
mobile plant should be sited as far away from
NSRs as possible and practicable; •
material stockpiles, mobile container site
officer and other structures should be effectively utilised, where
practicable, to screen noise from on-site construction activities. |
Control
construction airborne noise
by means of good site practices |
Contractor |
All
construction sites |
Construction stage |
^ ^ ^ ^ ^ ^ |
S6.4.11 |
N2 |
2)
Install temporary hoarding located on the site boundaries between noisy
construction activities and NSRs.
The conditions of the hoardings shall be properly maintained
throughout the construction period. |
Reduce
the construction noise
levels at low-level zone of NSRs through partial screening. |
Contractor |
All
construction sites |
Construction stage |
^ |
S6.4.12
|
N3
|
3)
Install movable noise barriers (typically density @14kg/m2),
acoustic mat or full enclosure close to noisy plants including air
compressor, generators, saw. |
Screen
the noisy plant items to be used at all construction sites |
Contractor |
For
plant items listed in Appendix 6D of the EIA report at all construction sites |
Construction stage |
^ |
S6.4.13
|
N4 |
4) Select ¡§Quiet plants¡¨ which comply
with the BS 5228 Part 1 or TM standards. |
Reduce
the noise levels of plant items |
Contractor |
For
plant items listed in Appendix 6D of the EIA report at all construction sites |
Construction stage |
^ |
S6.4.14
|
N5 |
5) Sequencing operation of construction
plants where practicable. |
Operate
sequentially within the same work site to reduce the construction airborne
noise |
Contractor |
All
construction sites where practicable |
Construction stage |
^ |
|
N6 |
6) Implement a noise monitoring under
EM&A programme. |
Monitor
the construction noise
levels at the selected representative locations |
Contractor |
Selected
representative noise monitoring station |
Construction stage |
^ |
Waste
Management (Construction Waste) |
|||||||
S8.3.8 |
WM1 |
Construction and
Demolition Material The
following mitigation measures should be implemented in handling
the waste: •
Maintain temporary stockpiles and reuse
excavated fill material for backfilling and reinstatement; •
Carry out on-site sorting; •
Make provisions in the Contract documents to
allow and promote the use of recycled aggregates where appropriate; •
Adopt ¡¥Selective Demolition¡¦ technique to demolish the existing
structures and facilities with a view to recovering broken concrete
effectively for recycling purpose, where possible; •
Implement a trip-ticket system for each works
contract to ensure that the disposal of C&D materials are properly
documented and verified; and •
Implement an enhanced Waste Management Plan
similar to ETWBTC (Works) No. 19/2005 ¡V ¡§Environmental Management on
Construction Sites¡¨ to encourage on-site sorting of C&D materials and to
minimize their generation during the course of construction. •
In addition, disposal of the C&D
materials onto any sensitive locations such as agricultural lands, etc.
should be avoided. The Contractor shall propose the final disposal sites to
the Project Proponent and get its approval before implementation |
Good
site practice to minimize the waste generation and recycle the C&D
materials as far as practicable so as to reduce the amount for final disposal |
Contractor |
All
construction sites |
Construction stage |
^ ^ ^ N/A ^ * ^ |
S8.3.9
- S8.3.11 |
WM2 |
C&D Waste •
Standard formwork or pre-fabrication should
be used as far as practicable in order to minimise the arising of C&D
materials. The use of more durable formwork or plastic facing for the
construction works should be considered.
Use of wooden hoardings should not be used, as in other projects. Metal hoarding should be used to
enhance the possibility of recycling. The purchasing of construction
materials will be carefully planned in order to avoid over ordering and
wastage. •
The Contractor should recycle as much of the
C&D materials as possible on-site.
Public fill and C&D waste should be segregated and stored in different
containers or skips to enhance reuse or recycling of materials and their
proper disposal. Where
practicable, concrete and masonry can be crushed and used as fill. Steel reinforcement bar can be used by
scrap steel mills. Different areas of the sites should be considered for such
segregation and storage. |
Good
site practice to minimize the waste generation and recycle the C&D
materials as far as practicable so as to reduce the amount for final disposal |
Contractor |
All
construction sites |
Construction stage |
^ ^ |
S8.2.12-
S8.3.15 |
WM3 |
Chemical Waste •
Chemical waste that is produced, as defined
by Schedule 1 of the Waste Disposal (Chemical Waste) (General) Regulation,
should be handled in accordance with the Code of Practice on the Packaging, Labelling
and Storage of Chemical Wastes. •
Containers used for the storage of chemical
wastes should be suitable for the substance they are holding, resistant to
corrosion, maintained in a good condition, and securely closed; have a
capacity of less than 450 liters unless the specification has been approved
by the EPD; and display a label in English and Chinese in accordance with
instructions prescribed in Schedule 2 of the regulation. •
The storage area for chemical wastes should
be clearly labelled and used solely for the storage of chemical waste;
enclosed on at least 3 sides; have an impermeable floor and bunding of
sufficient capacity to accommodate 110% of the volume of the largest
container or 20 % of the total volume of waste stored in that area, whichever
is the greatest; have adequate
ventilation; covered to prevent rainfall entering; and arranged so that
incompatible materials are adequately separated. •
Disposal of chemical waste should be via a
licensed waste collector; be to a facility licensed to receive chemical
waste, such as the Chemical Waste Treatment Centre which also offers a
chemical waste collection service and can supply the necessary storage
containers; or be to a reuser of the waste, under approval from the EPD. |
Control
the chemical waste and ensure proper storage, handling and disposal. |
Contractor |
All
construction sites |
Construction stage |
^ ^ ^ ^ |
S8.3.16 |
WM4 |
Sewage •
Adequate numbers of portable toilets should
be provided for the workers. The
portable toilets should be maintained in a state, which will not deter the
workers from utilizing these portable toilets. Night soil should be collected by
licensed collectors regularly. |
Proper
handling of sewage from worker to avoid odour, pest and litter impacts |
Contractor |
All
construction sites |
Construction stage |
^ |
S8.3.17 |
WM5 |
General Refuse •
General refuse generated on-site should be
stored in enclosed bins
or compaction units separately from construction and chemical wastes. •
A reputable waste collector should be
employed by the Contractor to remove general refuse from the site, separately
from construction and chemical wastes, on a daily basis to minimize odour,
pest and litter impacts. Burning
of refuse on construction sites is prohibited by law. •
Aluminium cans are often recovered from the
waste stream by individual collectors if they are segregated and made easily
accessible. Separate labelled
bins for their deposit should be provided if feasible. •
Office wastes can be reduced through the
recycling of paper if volumes are large enough to warrant collection.
Participation in a local collection scheme should be considered by the
Contractor. In addition, waste separation facilities for paper, aluminum cans,
plastic bottles etc., should be provided. •
Training should be provided to workers about
the concepts of site cleanliness and appropriate waste management procedure,
including reduction, reuse and recycling of wastes. |
Minimize
production of the general
refuse and avoid odour,
pest and litter impacts |
Contractor |
All
construction sites |
Construction
stage |
^ ^ ^ ^ * |
Water
Quality (Construction Phase) |
|||||||
S9.11.1
¡V S9.11.1.2 |
W1 |
•
Mitigation during the marine works to reduce
impacts to within acceptable levels have been recommended and will comprise a
series of measures that restrict the method and sequencing of
dredging/backfilling, as well as protection measures. Details of the measures are provided
below and summarised in the Environmental Mitigation Implementation Schedule
in EM&A Manual. •
Export for dredged spoils from NWWCZ avoiding
exerting high demand on the disposal facilities in the NWWCZ and, hence,
minimise potential cumulative impacts; •
For the marine viaducts of HKLR, the bored
piling will be undertaken within a metal casing; •
where public fill is proposed for filling
below -2.5mPD, the fine content in the public fill will be controlled to 25%;
•
single layer silt curtains will be applied
around all works; •
during the first two months of dredging work
for HKLR, the silt-removal efficiency of the silt-curtains shall be verified
by examining the results of water quality monitoring points. The water
quality monitoring points to be selected for the above shall be those close
to the locations of the initial period of dredging work. Details in this
regard shall be determined by the ENPO to be established, taking account of
the Contractor¡¦s proposed actual locations of his initial period of dredging
work. •
silt curtain shall be fully maintained
throughout the works. In
addition, dredging operations should be undertaken in such a manner as to
minimise resuspension of sediments. Standard good dredging practice measures
should, therefore, be implemented including the following requirements which
should be written into the dredging contract. •
trailer suction hopper dredgers shall not
allow mud to overflow; •
use of Lean Material Overboard (LMOB) systems
shall be prohibited; •
mechanical grabs shall be designed and
maintained to avoid spillage and should seal tightly while being lifted; •
barges and hopper dredgers shall have tight
fitting seals to their bottom openings to prevent leakage of material; •
any pipe leakages shall be repaired
quickly. Plant should not be
operated with leaking pipes; •
loading of barges and hoppers shall be
controlled to prevent splashing of dredged material to the surrounding
water. Barges or hoppers shall
not be filled to a level which will cause overflow of materials or pollution
of water during loading or transportation; •
excess material shall be cleaned from the
decks and exposed fittings of barges and hopper dredgers before the vessel is
moved; •
adequate freeboard shall be maintained on
barges to reduce the likelihood of decks being washed by wave action; •
all vessels shall be sized such that adequate
clearance is maintained between vessels and the sea bed at all states of the
tide to ensure that undue turbidity is not generated by turbulence from
vessel movement or propeller wash; and •
the works shall not cause foam, oil, grease,
litter or other objectionable matter to be present in the water within and
adjacent to the works site. |
To
control construction water quality |
Contractor |
During
seawall dredging
and filling |
Construction stage |
^ ^ ^ N/A ^ N/A * N/A N/A ^ ^ ^ ^ ^ ^ ^ ^ |
S9.11.1.3 |
W2 |
Land Works General
construction activities on land should also be governed by standard good
working practice. Specific
measures to be written into the works contracts should include: •
wastewater from temporary site facilities
should be controlled to prevent direct discharge to surface or marine waters; •
sewage effluent and discharges from on-site
kitchen facilities shall be directed to Government sewer in accordance with
the requirements of the WPCO or collected for disposal offsite. The use of soakaways shall be avoided;
•
storm drainage shall be directed to storm
drains via adequately designed sand/silt removal facilities such as sand
traps, silt traps and sediment basins.
Channels, earth bunds or sand bag barriers should be provided on site
to properly direct stormwater to such silt removal facilities. Catchpits and
perimeter channels should be constructed in advance of site formation works
and earthworks; •
silt removal facilities, channels and
manholes shall be maintained and any deposited silt and grit shall be removed
regularly, including specifically at the onset of and after each rainstorm; •
temporary access roads should be surfaced
with crushed stone or gravel; •
rainwater pumped out from trenches or
foundation excavations should be discharged into storm drains via silt
removal facilities; •
measures should be taken to prevent the
washout of construction materials, soil, silt or debris into any drainage
system; •
open stockpiles of construction materials
(e.g. aggregates and sand) on site should be covered with tarpaulin or
similar fabric during rainstorms; •
manholes (including any newly constructed
ones) should always be adequately covered and temporarily sealed so as to
prevent silt, construction materials or debris from getting into the drainage
system, and to prevent storm run-off from getting into foul sewers; •
discharges of surface run-off into foul
sewers must always be prevented in order not to unduly overload the foul
sewerage system; •
all vehicles and plant should be cleaned
before they leave the construction site to ensure that no earth, mud or
debris is deposited by them on roads. A wheel washing bay should be provided
at every site exit; •
wheel wash overflow shall be directed to silt
removal facilities before being discharged to the storm drain; •
the section of construction road between the
wheel washing bay and the public road should be surfaced with crushed stone
or coarse gravel; •
wastewater generated from concreting,
plastering, internal decoration, cleaning work and other similar activities,
shall be screened to remove large objects; •
vehicle and plant servicing areas, vehicle
wash bays and lubrication facilities shall be located under roofed
areas. The drainage in these
covered areas shall be connected to foul sewers via a petrol interceptor in
accordance with the requirements of the WPCO or collected for off site
disposal; •
the contractors shall prepare an oil /
chemical cleanup plan and ensure that leakages or spillages are contained and
cleaned up immediately; •
waste oil should be collected and stored for
recycling or disposal, in accordance with the Waste Disposal Ordinance; •
all fuel tanks and chemical storage areas
should be provided with locks and be sited on sealed areas. The storage areas
should be surrounded by bunds with a capacity equal to 110% of the storage
capacity of the largest tank; and •
surface run-off from bunded areas should pass
through oil/grease traps prior to discharge to the stormwater system. |
To
control construction water quality |
Contractor |
During
seawall dredging and filling |
Construction
stage |
* N/A * * ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ N/A * ^ ^ ^ |
S9.14 |
W3 |
Implement
a water quality monitoring programme
|
Control
water quality |
Contractor |
At
identified monitoring location |
During
construction period |
^ |
Ecology (Construction
Phase) |
|||||||
S10.7 |
E1 |
•
Good site practices to avoid runoff entering
woodland habitats in Scenic Hill •
Reinstate works areas in Scenic Hill •
Avoid stream modification in Scenic Hill |
Avoid
potential disturbance on habitat of Romer¡¦s Tree Frog in Scenic Hill |
Designer; Contractor |
Scenic
Hill |
During
construction |
^ N/A ^ |
S10.7 |
E2 |
•
Use closed grab in dredging works. •
Install silt curtain during the construction.
•
Limit dredging and works fronts. •
Good site practices •
Strict enforcement of no marine dumping. •
Site runoff control •
Spill response plan |
Minimise
marine water quality
impacts |
Contractor |
Seawall,
|
During
construction |
^ ^ ^ ^ ^ ^ ^ |
S10.7 |
E3 |
•
Reprovision of replacement Artificial Reefs
(of the same volume as the existing ARs inside Marine Exclusion Zone) |
Mitigate
water quality impacts
on the existing ARs |
Project proponent |
To
be determined |
Construction
phase or operation phase |
N/A |
S10.7 |
E4 |
Watering to reduce
dust generation; prevention of siltation of freshwater habitats;
Site runoff should be desilted, to reduce the potential for
suspended sediments, organics and other contaminants to enter
streams and standing freshwater |
Prevent
Sedimentation from Land-based
works areas |
Contractor |
Land-based
works areas |
During construction |
^ |
S10.7 |
E5 |
Good site practices,
including strictly following the permitted works hours, using
quieter machines where practicable, and avoiding excessive
lightings during night time |
Prevent
disturbance to terrestrial
fauna and habitats |
Contractor |
Land-based
works areas |
During construction |
^ |
S10.7 |
E6 |
•
Dolphin Exclusion Zone; •
Dolphin watching plan |
Minimize
temporary marine habitat loss impact to dolphins |
Contractor |
Marine
works |
During
marine works |
^ ^ |
S10.7 |
E7 |
•
Decouple compressors and other equipment on
working vessels •
Avoidance of percussive piling •
Marine underwater noise monitoring •
Temporal suspension of drilling bored pile
casing in rock during peak dolphin calving season in May and June |
Minimise
marine noise impacts
on dolphins |
Contractor |
Marine
works |
During
marine works |
^ ^ ^ N/A |
S10.7 |
E8 |
•
Control vessel speed •
Skipper training. •
Predefined and regular routes for working
vessels; avoid Brothers Islands. |
Minimise
marine traffic disturbance
on dolphins |
Contractor |
Marine
traffic |
During
marine works |
^ ^ ^ |
S10.10 |
E9 |
•
Dolphin vessel monitoring |
Minimise
marine traffic disturbance
on dolphins |
Contractor |
North
Lantau and West Lantau |
Prior
to construction, during construction, and 1 year after operation |
^ |
Fisheries |
|||||||
S11.7 |
F1 |
•
Reprovision of replacement Artificial
Reefs(of the same volume as the existing ARs inside Marine Exclusion Zone) |
Mitigate
water quality impacts
on the existing ARs |
Project proponent |
To
be determined |
Construction phase
or operation phase |
N/A |
S11.7 |
F2 |
•
Reduce re-suspension of sediments •
Limit dredging and works fronts. •
Good site practices •
Strict enforcement of no marine dumping •
Spill response plan |
Minimise
marine water quality
impacts |
Contractor |
Seawall,
|
During construction |
^
^ ^ ^ ^ |
Landscape &
Visual (Construction Phase) |
|||||||
S14.3.3.3 |
LV2 |
Mitigate both
Landscape and Visual Impacts •
G1. Grass-hydroseed bare soil surface and
stock pile areas. •
G2. Add planting strip and automatic
irrigation system if appropriate at some portions of bridge or footbridge to
screen bridge and traffic. •
G3. For HKLR, providing aesthetic design on
the viaduct, tunnel portals, at-grade roads (e.g. subtle colour tone and slim
form for viaduct, featured form of tunnel portals, roadside planting along
at-grade roads and landscape berm on) to beautify the HKLR alignment. •
G5. Vegetation reinstatement and upgrading to
disturbed areas. •
G6. Maximize new tree, shrub and other
vegetation planting to compensate tree felled and vegetation removed. •
G7. Provide planting area around peripheral
of and within HKLR for tree screening buffer effect. •
G8. Plant salt tolerant native tree and
shrubs etc along the planter strip at affected seawall. •
G9. Reserve of loose natural granite rocks
for re-use. Provide new coastline
to adopt ¡§natural-look¡¨ by means of using armour rocks in the form of natural
rock materials and planting strip area accommodating screen buffer to enhance
¡§natural-look¡¨ of the new coastline (see Figure 14.4.2 for example). |
Minimise
visual & landscape
impact |
Contractor |
HKLR
|
Construction stage |
N/A N/A N/A N/A N/A N/A N/A N/A |
S14.3.3.3 |
LV3 |
Mitigate Visual
Impacts •
V1.Minimize time for construction activities
during construction period. •
V2.Provide screen hoarding at the portion of
the project site / works areas / storage areas near VSRs who have close
low-level views to the Project during HKLR construction. |
|
|
|
|
^ ^ |
EM&A |
|||||||
S15.2.2
|
EM1 |
An Independent
Environmental Checker needs to be employed as per the EM&A
Manual. |
Control
EM&A Performance |
Project Proponent |
All
construction sites |
Construction stage |
^ |
S15.5
- S15.6 |
EM2 |
1) An Environmental
Team needs to be employed as per the EM&A Manual. 2)
Prepare a systematic Environmental Management Plan to ensure effective
implementation of the mitigation measures. 3)
An environmental impact monitoring needs to be implementing by the
Environmental Team to ensure all the requirements given in the EM&A
Manual are fully complied with. |
Perform
environmental monitoring
& auditing |
Contractor |
All
construction sites |
Construction stage |
^ ^ ^ |
Remarks: ^ Compliance of mitigation measure
* Recommendation was made
during site audit but improved/rectified by the contractor
N/A Not Applicable at this stage;
N/A Not
Applicable at this stage as no such site activities were conducted in the
reporting month (e.g. concrete batching plan, barging point, seawall dredging
and filling, bored piling, landscaping works etc)
N/A Not Applicable at this stage;