Table A1 Implementation
Schedule for Air Quality Control
EIA Report Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
CWB & IECL projects (excluding works
entrusted to TDD), managed by HyD |
||||||||
S3.8.1 |
Strictly limit the truck speed on
site to below 10 km per hour. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
EIAO-TM,
APCO, Air Pollution Control (Construction Dust) Regulation |
S3.8.1 |
Water spraying to keep the haul
roads in wet condition. |
Haul
road / during construction |
All contractors |
|
3 |
|
|
|
S3.8.1 |
Twice daily watering of the work
site with active operations when the weather and the work site are dry. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Watering during excavation and
material handling. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Provision of vehicle wheel and
body washing facilities at the exit points of the site, combined with cleaning
of public roads where necessary. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Tarpaulin covering of all dusty
vehicle loads transported to, from and between site locations. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.10.1 |
Construction dust monitoring. |
As
described in the CWB & IECL EM&A Manual |
All
contractors |
|
3 |
|
|
|
CWB entrustment works, managed by TDD under
WDII project |
||||||||
S3.8.1 |
Strictly limit the truck speed on
site to below 10 km per hour. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
EIAO-TM,
APCO, Air Pollution Control (Construction Dust) Regulation |
S3.8.1 |
Water spraying to keep the haul
roads in wet condition. |
Haul
road / during construction |
All contractors |
|
3 |
|
|
|
S3.8.1 |
Twice daily watering of the work
site with active operations when the weather and the work site are dry. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Watering during excavation and
material handling. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Provision of vehicle wheel and
body washing facilities at the exit points of the site, combined with
cleaning of public roads where necessary. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Tarpaulin covering of all dusty
vehicle loads transported to, from and between site locations. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.10.1 |
Construction dust monitoring. |
As
described in the WDII EM&A Manual |
All
contractors |
|
3 |
|
|
|
CWB entrustment works, managed by
TDD under CRIII project |
||||||||
S3.8.1 |
Strictly limit the truck speed on
site to below 10 km per hour. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
EIAO-TM,
APCO, Air Pollution Control (Construction Dust) Regulation |
S3.8.1 |
Water spraying to keep the haul
roads in wet condition. |
Haul
road / during construction |
All contractors |
|
3 |
|
|
|
S3.8.1 |
Twice daily watering of the work
site with active operations when the weather and the work site are dry. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Watering during excavation and
material handling. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Provision of vehicle wheel and
body washing facilities at the exit points of the site, combined with
cleaning of public roads where necessary. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Tarpaulin covering of all dusty
vehicle loads transported to, from and between site locations. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.10.1 |
Construction dust monitoring. |
As
described in the CRIII EM&A Manual |
All
contractors |
|
3 |
|
|
|
Tunnel Section |
||||||||
S3.2.3 |
Air monitoring for the tunnel air
quality shall be required to ensure the acceptability of the tunnel air
quality criteria. |
Tunnel
section of the CWB & IECL |
The
Tunnel Operator |
|
|
3 |
|
Practice
Note on Control of Air Pollution in Vehicle Tunnel |
# All
recommendations and requirements resulted during the course of EIA / EA
Process, including ACE and / or accepted public comment to the proposed
project.
* Des -
Design, C - Construction, O – Operation, and Dec - Decommissioning
Table A2 Implementation
Schedule for Noise Control
EIA Report Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S4.7 |
Use of quiet equipment for
demolition of Rumsey Street and CWB tunnel work at Central Interchange
section; CWB tunnel work at WDII site area; bridge foundation, deck
formation, road formation and earthwork and pavement at IECL section. |
Work
site close to NSRs at Central Interchange Section; work site close to NSRs at
WDII site area; work site close to IECL section during construction, road
formation, earthwork and CWB Tunnel work; bridge foundation, road formation,
earthwork and pavement |
Contractor |
|
3 |
|
|
EIAO-TM,
NCO |
S4.7.7 –
S4.7.9 |
Use of movable noise barriers for ·
HKCEC2E – Diaphragm Wall; ·
HKCEC2W – Diaphragm Wall and Excavation; ·
Bridge M – Foundation and Deck Formation at Stage 2; ·
Bridge L – Deck Formation at Stage 2; ·
Deck of Bridges E6, E7 and E8 – Deck Formation at Stage 2; ·
Demolition of Existing IEC Structure, Substructure of Bridges W5, W6
and Bridge J and Deck of Bridges W5 and W6 at Stage 4A/4B; |
Work
site of the IECL section close to the Victoria Centre and HKAPA |
Contractor |
|
3 |
|
|
- |
S4.7.10 |
Reduction of Plant number on
following tasks: ·
Bridge M – Deck Formation at Stage 2; ·
Demolition of Existing Island Eastern Corridor Structure at Stage 4A; ·
CWB Tunnel (HKCEC2W) – Diaphragm Wall & Excavation. |
Work
site of the IECL section close to the Victoria Centre and HKAPA |
Contractor |
|
3 |
|
|
- |
S4.7.11 |
Reduction of on–time percentage of
some plants during ·
Bridge M – Foundation Work at Stage 2; ·
Bridges E6, E7 and E8 – Deck Formation at Stage 2; Substructure of Bridges W5, W6 and
Bridge J at Stage 4A/4B. |
Work
site of the IECL section close to the Victoria Centre |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Well maintained plant should be
operated on-site and plant should be serviced regularly during the
construction programme |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Silencers or mufflers on
construction equipment should be utilised and should be properly maintained
during the construction programme |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Mobile plant, if any, should be
sited as far away from NSRs as possible |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Machines and plant (such as
trucks) that may be in intermittent use shall be shut down between work
periods or shall be throttled down to a minimum. |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Plant known to emit noise strongly
in one direction should, where possible, be orientated so that the noise is
directed away from nearby NSRs |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.7.12 |
Material stockpiles and other
structures should be effectively utilised, where practicable, in screening
noise from on-site construction activities. |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.7.12 |
A 107 m long semi-enclosure for
the eastbound carriageway of IECL |
Eastbound
carriageway of IECL (CH4883 – CH4990) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 57 m long semi-enclosure for the
westbound carriageway of IECL |
Westbound
carriageway of IECL (CH4883 – CH4940) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 113 m long and 7 m high vertical
barrier, located at the edge of parapet of the westbound carriageway of IECL |
Westbound
carriageway of IECL (CH4770 – CH4883) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 210 m long and 7 m high vertical
barrier, located at the edge of parapet of the Slip Road J |
Slip
Road J (CH350 - CH560) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 139 m long and 5.5 m high
vertical barrier, located at the edge of the parapet of the westbound
carriageway of IECL |
Westbound
carriageway of IECL (CH4116 – CH4255) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 140 m long and 4 m high vertical
barrier, located at the edge of the parapet of the westbound carriageway of
IECL |
Westbound
carriageway of IECL (CH4630 – CH4770) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 81 m long cantilevered barrier
(5.5 m high vertical barrier with 2 m cantilever length at 45 degrees to the
horizontal), located at the central reserve of the IECL |
Central
reserve of the IECL (CH4802 – CH4883) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 259 m long cantilevered barrier
(5.5 m high vertical barrier with 2 m cantilever length at 45 degrees to the
horizontal), located at the edge of the parapet of the westbound carriageway
of IECL |
Westbound
carriageway of IECL (CH4255 – CH4514) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.5.21 |
Silencers shall be provided at all
exhaust fans installed in East Ventilation Building, Central Ventilation
Building and Western Ventilation Building |
East
Ventilation Building, Central Ventilation Building and Western Ventilation
Building |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
# All recommendations and requirements resulted during the course of EIA
/ EA Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table A3 Implementation
Schedule for Water Quality Control
EIA Report Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S5.8.2,
S5.8.3 |
·
Temporary ditches shall be provided to facilitate runoff discharge
into the appropriate watercourses, via sedimentation traps / silt retention
ponds. ·
Permanent drainage channels shall also incorporate sediment basins or
traps, and baffles to enhance deposition rates. ·
Sand / silt removal facilities such as sand traps, silt traps and
sediment basins shall be provided to remove sand / silt particles from
run-off. These facilities shall be
regularly cleaned and maintained by the contractor. ·
Collection of spent bentonite / other grouts in a separate slurry
collection system for either cleaning and reuse / disposal to landfill shall
be implemented. ·
Maintenance and plant areas shall be bunded and constructed on a hard
standing with the provision of sediment traps and petrol interceptors. ·
All drainage facilities must be adequate for the controlled release of
storm flows. ·
Careful programming of the works to minimise surface excavation works
during the rainy season. ·
Exposed soil areas shall be minimised to reduce the potential for
increased siltation and contamination of runoff. ·
All fuel tanks and storage areas shall be contained (bunded) such that
spills are not allowed to gain access to water bodies. ·
Open drainage channels and culverts adjacent to the site shall be kept
safe and free from any debris and excavated materials arising from the works. ·
Open stockpiles of construction materials (for examples, aggregates,
sand and fill material) of more than 50 m3 shall be covered with
tarpaulin or similar fabric during rainstorms. ·
As and when necessary, installation and regular maintenance of silt
screen at seawater intakes in the vicinity of the site. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
ProPECC PN 1/94 |
|
·
Entrapment boom should be installed to avoid loss of floating refuse
from construction site. Regular
scavenging shall be provided to collect both the trapped and escaped refuse. ·
All maintenance and plant areas together with chemical and chemical
waste storage areas shall be provided with cover to avoid ingress of
rainwater. Waste chemical should be
handled, treated and disposed of in accordance with the legislative
requirements. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
ProPECC PN 1/94 |
S5.8.4 -
S5.8.6 |
·
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. ·
Temporary sanitary facilities, such as portable chemical toilets,
shall be provided on-site by a licensed contractor. A licensed contractor would be responsible
for appropriate disposal and maintenance of these facilities. ·
Contractors shall be required, under conditions of contract, to ensure
that site management is optimised and that disposal of any solid materials,
litter or wastes to marine waters does not occur. Where necessary, entrapment boom shall be
provided to avoid loss of floating refuse from the construction site. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
ProPECC PN 1/94 |
S5.8.7 |
·
The drainage from the
tunnel shall be directed through petrol interceptors to remove oil and grease
before being discharged to the nearby foul water manholes.
·
Petrol interceptors
shall be regularly cleaned and maintained in good working condition.
·
Oily contents of the petrol interceptors shall be properly handled and
disposed of, in compliance with the requirements of the Waste Disposal Ordinance. · Sewage arising from ancillary facilities of CWB & IECL (for examples, car park, control room, ventilation and administration buildings and tunnel portals) shall be connected to public sewerage system. Sufficient capacity in public sewerage shall be made available to the proposed facilities. ·
Road drainage should also be provided with
adequately designed silt trap to minimise discharge of silty runoff. |
Tunnel
drainage system / During operational period |
The Tunnel
Operator |
3 |
|
3 |
|
ProPECC
PN 5/93 |
# All recommendations and requirements resulted during the course of EIA
/ EA Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table A4 Implementation
Schedule for Construction Waste Management
EIA Report Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S6.7.2 |
In order to ensure that all waste is disposed of in
an appropriate manner, waste shall be separated by category on‑site by
the Contractor. It is recommended that
waste shall be segregated into the following defined categories and shall
then be disposed of as follows:
·
inert portion of C&D material, that is, public fill, deemed suitable for reclamation or land formation
shall be re-used on site as far as possible and the surplus material disposed
of at reclamation or public filling areas; ·
non-inert portion of C&D
material, that
is, C&D waste, deemed
unsuitable for reclamation or land formation shall be disposed of at
landfill; ·
chemical waste as defined by Schedule 1 of the
Waste Regulations (Chemical) 1992, shall be stored in accordance with
approved methods defined in the Regulations and the chemical waste disposed
of at the Chemical Waste Treatment Centre located at Tsing Yi; ·
excavated sediment shall be disposed of at the East
Sha Chau contaminated mud pits in accordance with WBTC No. 3/2000; and ·
general
refuse shall be disposed of at landfill. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
- |
S6.7.3,
S6.7.4, S6.7.5 |
·
C&D materials
should be recycled or reused wherever possible. Demolition
material arising from the site clearance of existing IEC, Rumsey Street Flyover
downramp and Hing Fat Street Flyover should be broken down to 250 mm in size
in order to facilitate reuse and recycling.
Steel reinforcement should be removed from the demolition material
prior to disposal and reused or recycled.
·
The waste management
strategy to be employed shall be waste minimisation at source. Where waste
generation is unavoidable then the potential for recycling or reuse shall be
explored and opportunities taken. If
wastes cannot be recycled, then the recommended disposal routes shall be
followed.
·
Waste reduction
measures shall be introduced at the design stage and carried through the
construction activities, wherever possible, by careful purchasing control,
reuse of formwork and good site management.
·
Training and instruction of construction staff shall
be given at the site to increase awareness and draw attention to waste
management issues and the need to minimise waste generation. The training
requirements shall be included in the site Waste Management Plan. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
- |
S6.9.1 |
The Waste Management Plan prepared by the Contractor shall be
submitted to the Engineer for approval on the advice of the EPD.
|
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
Waste
Disposal Ordinance |
S6.7.6 |
Reputable waste hauliers shall be used to collect
and transport the wastes to the appropriate disposal points. The necessary
measures to minimise adverse impacts such as windblown litter and dust from
the transportation of these wastes, and impacts on water quality during the
storage, handling and transportation of these wastes shall also be
instigated.
|
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
- |
S6.7.7 |
It is
recommended that: · wastes shall be handled and stored in a manner that ensures that they are held securely without loss or leakage thereby minimising the potential for pollution. Release of these potential pollutants into marine waters during storage and handling shall not be permitted as introduction of polluted waters is likely to have detrimental effects on water quality and water sensitive receivers; ·
only reputable waste hauliers authorised to collect the specific
category of waste concerned should be employed; ·
removal of demolition material shall coincide with the demolition
work; ·
prior to disposal of C&D waste, it is recommended that wood, steel
and other metals shall be separated for re-use and / or recycling to minimise
the quantity of waste to be disposed of to landfill; ·
appropriate measures shall be employed to minimise windblown litter
and dust during transportation by either covering trucks or transporting
wastes in enclosed containers; ·
the necessary waste disposal permits shall be obtained from the
appropriate authorities, if they are required, in accordance with the Waste
Disposal Ordinance (Cap. 354), Waste Disposal (Chemical Waste) (General)
Regulation (Cap. 354) and the Land Ordinance; ·
collection of general refuse shall be carried out frequently,
preferably daily; ·
waste shall only be disposed of at licensed sites and the site staff
and Contractor shall develop procedures to ensure that illegal disposal of
wastes does not occur; ·
waste storage areas should be well maintained and
cleaned regularly; ·
a recording system for the amount of wastes generated, recycled and
disposed of off-site during the implementation of the project. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
Waste
Disposal Ordinance (Cap. 354), Waste Disposal (Chemical Waste) (General)
Regulation (Cap. 354) and Land Ordinance |
S6.7.7 |
In order to
monitor the disposal of public fill and C&D waste at public filling areas
and landfills, and to control fly-tipping, a trip-ticket system shall be
included as one of the contractual requirements and implemented by the
Environmental Team. An Independent
Checker (Environment) should be responsible for auditing the results of the
system. |
Work site
/ During the construction period |
Contractor
and an Independent Environmental Checker |
|
3 |
|
|
|
S6.6.11
S6.7.9 |
To
determine the disposal requirements of the excavated sediments, sediment
sampling and testing are required to be carried out at the design phase of
the Project. In accordance with WBTC No. 3/2000, the contaminated excavated sediment must be effectively
isolated from the environment upon final disposal and shall be disposed of at
the East Sha Chau Contaminated Mud Pits that is designated for the disposal
of contaminated mud in Hong Kong. During
transportation and disposal of the excavated marine sediments, the following
measures should be taken to minimise potential impacts on water quality. ·
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. ·
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. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
WBTC
No. 3/2000 |
# All recommendations and requirements resulted during the course of EIA
/ EA Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table A5 Implementation
Schedule for Landscape and Visual Impact Mitigation
EIA
Report Ref. |
Environmental
Protection Measures / Mitigation Measures |
Location
/ Timing |
Implementation
Agent |
Implementation
Stages |
Relevant
Legislation and Guidelines |
|||
|
|
|
|
Des |
C |
O |
Dec |
|
S7.6 |
Site
hoarding to be installed, where appropriate, with surface treatment suitable
to the urban context. |
Entire
works area during entire construction period. |
Contractor |
|
3 |
|
|
- |
S7.6 |
Control
of night time lighting. |
Entire
works area during entire construction period. |
Contractor |
|
3 |
|
|
- |
S7.6 |
Approved
new soil-mix for new planting areas. |
New
planting areas. |
Contractor |
|
3 |
|
|
WBTC
18/94 and LCSD’s Annex I |
S7.6 |
Soil
mounding to be implemented at expansive amenity areas. Mounding to be profiled to ensure ease of
maintenance. |
As
shown on Figure 7.6.1 to 7.6.8 Mitigation Measures. |
HyD’s
Landscape consultant & contractor |
3 |
3 |
3 |
|
WBTC
18/94 |
S7.6 |
Reinstatement
of road side and amenity planting and roadside mass screening. (Approximately 37,000m²) |
As
shown on Figure 7.6.1 to 7.6.8 Mitigation Measures. |
HyD’s
Landscape consultant & contractor |
3 |
3 |
3 |
|
WBTC
18/94 and LCSD’s Annex I |
S7.6 |
Soft
landscape treatment under elevated structures and on columns (where
practical) by use of suitably shade tolerant plant material. |
At
areas where optimum light levels allow.
Subject to detailed design. |
HyD’s
Landscape consultant & contractor |
3 |
3 |
3 |
|
WBTC
18/94 and LCSD’s Annex I |
S7.6 |
Landscape
design within boundary of ancillary service buildings. Inclusive of soft landscape treatment. |
As
shown on Figure 7.2.1 to7.2.3 Works Layout Plans. |
HyD’s
Landscape consultant |
3 |
3 |
3 |
|
WBTC
18/94 |
Table
7.4 |
Screen
tree planting for Police Officers’ Club (within Project boundary). |
Adjacent
to POC carpark |
HyD’s
Landscape consultant & contractor |
3 |
3 |
|
|
WBTC
18/94 |
S7.6 |
Retention and
protection of existing trees where feasible and transplanting of trees that
are in conflict with the road works (where practical). All in accordance with Tree Survey
Report/Felling Application. Advanced
planning and programming to be initiated. |
As shown with
Tree Survey Report |
HyD’s Landscape
consultant & contractor |
3 |
3 |
3 |
|
WBTC 24/94 |
S7.6.3 |
Quality
and integrated design of Ancillary Buildings, tunnel portals, wing walls
abutments, noise barrier systems and landscape screen wall panel. |
As
shown on Figure 7.2.1 to 7.2.3 Works Layout Plans and Figure 7.6.1 to 7.6.8
Mitigation Measures. |
HyD’s
Architectural and Landscape consultant |
3 |
3 |
3 |
|
ACABAS |
Table
7.3 |
Advance
planning and programme of transplanting of existing trees and reinstatement
of roadside planting to early completion areas or unaffected areas. |
At
roadside amenity areas. |
HyD’s Landscape
consultant & contractor |
3 |
3 |
|
|
WBTC 24/94 |
S7.6 |
Architectural
screen panel wall at future Causeway Bay waterfront |
Shown
on Figure 7.6.7 |
HyD’s Consultant
& Contractor |
3 |
3 |
|
|
-- |
Des – Design, C-
Construction, O-Operation, and Dec - Decommissioning
LCSD’s Annex I:
General Requirements of Soft Landscaping Design for Areas Under LCSD’s
Maintenance Responsibilities.
Table A6 Implementation
Schedule for Other EIA Requirements
EIA Report Ref # |
Environmental Protection Measures/Mitigation Measures |
Location/ Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
- |
Site
Environmental Audit ·
Site inspections shall be carried out regularly by the Environmental
Team to inspect construction activities to ensure that the recommended
environmental protection and pollution control mitigation measures are
properly implemented. Details of the
requirements and procedures in conducting site inspections are given in
Section 6 of the EM&A Manual. ·
On the receipt of any complaints, the Environmental Team Leader
(including co-operation as required from other parties) shall promptly
undertake investigation work and the necessary actions carried out as based
on the results of the investigation.
Details of the recommended complaints handling procedures and actions
are given in Section 6 of the EM&A Manual. |
Works
site / During
construction period |
Contractor
and Environmental Team |
|
3 |
|
|
- |
# All recommendations and requirements resulted during the course of EIA
Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O - Operation and Dec -
Decommissioning