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 |
^ ^ ^ ^ ^ ^ ^ ^ |
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 –
“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
– 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;