ANNEX E IMPLEMENTATION
SCHEDULE
|
EIA Reference |
EM&A Manual Reference |
Environmental Protection Measures |
Location / Timing |
Implementation Agent |
Relevant Standard or Requirement |
Implementation Schedule D C O |
Maintenance Agency |
Implementation Status |
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Water Quality |
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6.7 |
6.8.1 |
There should be
no access to the shore or working from land within the |
|
Contractor |
TMEIA |
|
Y |
|
N/A |
On going |
|
6.7 |
6.8.1 |
No hydraulic
dredging within |
|
Contractor |
TMEIA |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Dredging for
pipeline trench should be timed to coincide with maintenance dredging for Sha Chau AFRF marine access channel if relevant. |
Sha Chau ARFR
Marine access channel |
Airport
Authority |
TMEIA |
|
Y |
|
N/A |
Completed |
|
6.4 |
|
The work rate
for dredging should not exceed 4,000 m3/hr for
the TSHD and 7,000 m3/day for the grab dredger. |
|
Contractor |
TMEIA |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Standard good
dredging practice measures shall be written in the dredging contract. |
|
Franchisee |
TMEIA |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Use of Lean Material
Overboard (LMOB) systems shall be prohibited.
No mud overflow is to be permitted for dredging using TSHD. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Not applicable |
|
6.7 |
6.8.1 |
Mechanical
grabs shall be designed and maintained to avoid spillage and should seal
tightly while being lifted. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Barges and
hopper dredgers shall have tight fittings seals to their bottom openings to
prevent leakage of material. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Any pipe leakages
shall be repaired quickly. Plant
should not be operated with leaking pipes |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Not applicable |
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6.7 |
6.8.1 |
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. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Excess material
shall be cleaned from the decks and exposed fittings of barges and hopper
dredgers before the vessel is moved. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Adequate
freeboard shall be maintained on barges to reduce the likelihood of decks
being washed by wave action. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
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. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
The works shall
not cause foam, oil, grease, letter or other objectionable matter to be
present in the water within and adjacent to the works site. |
Dredged areas/
Pipeline Dredging |
Contractor |
TMEIA Marine
Fill Committee Guidelines. DASO permit conditions |
|
Y |
|
N/A |
Completed |
|
6.7 |
6.8.1 |
Placement of
pipeline trench backfill should be undertaken in a controlled manner to
minimise impacts. Backfilling with
rock should be undertaken either down pipe or by a reverse grab operation or
other controlled technique to ensure that this material does not mound on the
seabed |
Pipeline
trench/ Pipeline Dredging |
Contractor |
TMEIA Minimise
disturbance |
|
Y |
|
N/A |
Pending |
|
6.7 |
6.8.1 |
Wastewater from
temporary site facilities should be controlled to prevent direct discharge to
surface or marine waters. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Storm drainage
should 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 sandbag 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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Temporary
access roads should be surfaced with crushed stone or gravel. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Rainwater
pumped out from trenches or foundation excavations should be discharged into
storm drains via silt removal facilities. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Measures should
be taken to prevent the washout of construction materials, soil, silt or
debris into any drainage system. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Open stockpiles
of construction materials (e.g. aggregates and sand) o nsite
should be covered with tarpaulin or similar fabric during rainstorms. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Discharges of
surface run-off into foul sewers must always be prevented in order not to
unduly overload the foul sewerage system. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Wheel wash
overflow shall be directed to silt removal facilities before being discharged
to the storm drain. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
The section of
construction road between the wheel washing bay and the public road should be
surfaced with crushed stone or coarse gravel. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Wastewater
generated from concreting, plastering, internal decoration, cleaning work and
other similar activities, shall be screened to remove large objects. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
The contractors
shall prepare oil/chemical cleanup plan and ensure that leakages or spillages
are contained and cleaned up immediately. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Waste oil
should be collected and stored for recycling or disposal, in accordance with
the Waste Disposal Ordinance. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
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. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Surface run-off
from bunded areas should pass through oil/grease
traps prior to discharge to the stormwater system. |
Land site/
Throughout construction period |
Contractor |
TMEIA ProPECC Note
1/94. WPCO TM on Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
6.8.1 |
Wastewater from
pipe commissioning dewatering exercises shall be stored on site and for
chemical analysis and safe disposal in accordance with the WPCO. |
Tank Farm/Tank
farm commissioning |
Franchisee |
TMEIA WPCO TM on
Effluent Standards |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
Section 6 |
All
construction works shall be subject to routine audit to ensure implementation
of all EIA recommendations and good working practice. |
Land site/
Throughout construction period |
Contractor |
EM&A Manual |
|
Y |
|
N/A |
Ongoing |
|
6.7 |
Section 6 |
Submarine
section of aviation fuel pipeline shall be covered with rock armour
protection which shall not protrude above the level of the adjacent natural
seabed. |
Submarine
pipeline |
Franchisee |
TMEIA Rock armour to
minimum thickness of 1m |
Y |
Y |
|
Franchisee |
Pending |
|
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6.7 |
Section 6 |
Detailed
emergency response procedures shall be drawn up. These will include requirements to maintain
floating oil booms, absorbent materials and skimmers on site at all times. |
All facilities |
Franchisee |
TMEIA Industry
Standards e.g. Oil Companies International Marine Forum |
|
|
Y |
Franchisee |
Pending |
|
6.7 |
Section 6 |
Coupling points
on the jetty will be protected with slop collection utilities. |
Jetty |
Franchisee |
TMEIA Rock armour to
minimum thickness of 1m |
|
Y |
|
Franchisee |
On going |
|
6.7 |
Section 6 |
Auxiliary tanks
shall be permanently maintained at the tank farm for recovered fuel and slops. |
Tank farm |
Franchisee |
TMEIA |
|
|
Y |
Franchisee |
Pending |
|
6.7 |
Section 6 |
Oily drainage
systems and slop collection systems will connect to an oil/water separator. |
Tank farm |
Franchisee |
TMEIA Industry
Standards e.g. Oil Companies International Marine Forum |
|
Y |
|
Franchisee |
On going |
|
6.7 |
Section 6 |
All tanks shall
be bunded to a capacity of at least 150% of the
largest individual tank in each compound by 2040. Tank pits shall be protected by an
impermeable bed (e.g. geotextile sheeting) to
prevent seepage of aviation fuel to ground.
A leak detection system shall be installed beneath the containment
membrane. |
Tank farm |
Franchisee |
TMEIA Hong Kong Code
of Practice for Oil Installations, 1992 |
|
Y |
|
Franchisee |
On going |
|
6.7 |
Section 6 |
There shall be
no direct outlet from the bund. A
collection pump shall be included in the base. Removal of accumulated rainwater shall be
activated manually and discharged to storm drain via an oil/water separator. |
Tank farm |
Franchisee |
TMEIA |
|
Y |
|
Franchisee |
On going |
|
6.7 |
Section 6 |
Contingency
procedures shall be drawn up to ensure containment and safe disposal of any
fuel lost from tanks or pipework. Suitable absorbent materials (e.g. sand or
earth) shall be kept on site to deal with spillages. |
Tank farm |
Franchisee |
TMEIA Hong Kong Code
of Practice for Oil Installations, 1992 |
|
|
Y |
Franchisee |
Pending |
|
6.7 |
Section 6 |
Valves shall be
installed within the storm drainage system to facilitate the retention of
spillages. |
Tank farm |
Franchisee |
TMEIA |
|
Y |
|
Franchisee |
On going |
|
6.10 |
Section 6 |
Water quality
monitoring shall be undertaken for suspended solids, turbidity, and dissolved
oxygen. |
Design
monitoring stations as defined in EM&A Manual, section 6. Construction period when dredging takes
place within 1000m of |
Contractor |
EM&A Manual |
|
Y |
|
N/A |
Completed |
|
6.10 |
Section 6 |
Routine water
quality monitoring in the vicinity of the PAFF site to check the
effectiveness of the proposed precautionary measures implemented for on-site
spill control. The details of the
monitoring to be undertaken will be prepared by the Franchisee as part of the
PAFF Operations Manual and the details will be agreed with the relevant
authorities prior to the commencement of operation of the PAFF. Monitoring should include but not be
limited to the parameters of TPH and PAH and reference should be made to the
existing monitoring programme undertaken for the fuel tank farm on the HKIA
platform. |
Operational
phase. Location and frequency to be
determined and agreed with relevant authorities |
Franchisee |
EM&A Manual
|
|
|
Y |
N/A |
Pending |
|
Ecology |
|
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7.8 |
5.3 |
Undertake post
construction dolphin abundance monitoring. |
Construction |
Contractor |
TMEIA |
|
Y |
|
N/A |
Pending |
|
7.8 |
5.3 |
A 500m dolphin
exclusion zone shall be implemented and dredging shall not begin until the
observer has confirmed that the area has been clear for 30 minutes. |
250m around
dredger/throughout dredging in |
Contractor |
TMEIA |
|
Y |
|
N/A |
Completed |
|
7.8 |
5.3 |
Avoidance of
dolphin main calving season between March and August. |
Throughout
dredging in |
Contractor |
TMEIA |
|
Y |
|
N/A |
Completed |
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Landscape & Visual |
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8.10 |
7.2.1 |
The
construction programme for the PAFF should be reduced to the shortest
possible period. |
PAFF site /
throughout construction period |
Contractor |
TMEIA |
Y |
Y |
|
N/A |
Ongoing |
|
8.10 |
7.2.1 |
The extent and
periphery of the works areas should be managed so that they are as small as
possible and do not appear cluttered, untidy and unattractive, particularly
to road traffic along |
PAFF site /
throughout construction period |
Contractor |
TMEIA |
|
Y |
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Temporary
hoarding barriers should be of a recessive visual appearance in both colour
and form. |
PAFF site /
throughout construction period |
Contractor |
TMEIA |
Y |
Y |
|
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Materials
should be stored in areas with the least obstruction to residents,
pedestrians and traffic. |
PAFF site /
throughout construction period |
Contractor |
TMEIA |
|
Y |
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
All material
stockpiles should be covered with an impermeable material and sandbagging
diversions should be placed around exposed soil. |
PAFF site /
throughout construction period |
Contractor |
TMEIA |
|
Y |
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Conservation of
existing and imported soil resources. |
PAFF site /
throughout construction period of fuel tank expansion |
Contractor |
TMEIA |
|
|
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
A landscape
perimeter bund comprising containment bund-wall, access road and planting
buffer shall be built and maintained around the tank farm. |
PAFF site /
throughout construction period |
Project
Proponent |
TMEIA |
Y |
Y |
Y |
Franchisee |
Ongoing |
|
8.10 |
7.2.1 |
The design of
the PAFF should incorporate materials, details and textures which are
visually recessive. |
PAFF site /
design |
Project
Proponent |
TMEIA |
Y |
Y |
|
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Colours should
be of low chromatic intensity to reduce the potential contrast between the
structure and their background. |
PAFF site tanks
/ design |
Project Proponent |
TMEIA |
Y |
Y |
|
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Visually recessive
security fencing should be used around the perimeter. |
Site perimeter |
Project
Proponent |
TMEIA |
Y |
Y |
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Minimum amount
of lighting for the tanks shall be used, only applied for safety at the key
access points and staircases. |
Tanks /
Operational phase |
Project
Proponent |
TMEIA |
Y |
Y |
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Limited
lighting intensity on the site. |
PAFF site / Operational
phase |
Project
Proponent |
TMEIA |
Y |
Y |
Y |
N/A |
Ongoing |
|
8.10 |
7.2.1 |
Directional
down lighting is suggested to minimise light spill to the surrounding area. |
PAFF site /
Operational phase |
Project
Proponent |
TMEIA |
Y |
Y |
Y |
N/A |
Ongoing |
|
|
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|
Cultural Heritage |
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|
9.8.1 |
9.2.1 |
Undertake a
watching brief during dredging of the pipeline within 25m either side of
anomalies SS1 and SS2. This should
comprise: · Dredge
operators to be made aware of the potential presence of cultural heritage
material. The operators would be
required to report to the AMO any unusual resistance and/or recovery of
timbers, anchors or other wreck related material. Any obstacles encountered during the
dredging that are of timber should be reported to the marine
archaeologist. The obstacle should be
avoided and not removed until it has been assessed by the marine
archaeologist as to whether the obstacle is of cultural heritage importance; · A
marine archaeologist shall be on board the dredging barge during dredging
within 25m either side of SS1 and SS2 in the event of any unusual resistance
occurring or blockages which requires the dredge head to be bought on deck
for cleaning and examination; and, |
Within vicinity
of SS1 and SS2 |
Franchisee |
TMEIA |
|
Y |
|
N/A |
Completed |
|
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|
· Dredging
to cease in the nominated area SS1 after 3 meters of sediment removal and after
1 metre for SS2. A dive survey will
then be undertaken to examine the trench for possible cultural remains. |
|
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9.8.2 |
9.2.1 |
During the
course of the watching brief, if the targets are identified as being
potentially archaeologically important, then an immediate marine
archaeological impact assessment in accordance with EIAO TM Annex 19 will be
required to be undertaken by a qualified marine archaeologist. |
With vicinity
of SS1 and SS2 |
Franchisee |
TMEIA |
|
Y |
|
N/A |
Not applicable |
|
9.8.4 |
9.2.1 |
Any changes,
additions or alterations to the dredging method and alignment should be
further assessed by marine archaeologist to determine if any further
assessment is required. |
Pipeline
alignment |
Franchisee |
TMEIA |
|
Y |
|
N/A |
Not applicable |
|
Fuel Spill Risk |
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|
11.4.1 |
10.2 |
Tank farms will
be constructed in a bunded area surrounding the
tanks which will have collection capacity of 150% of the maximum content of
the largest tank. |
Tank farm /
Design Phase |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
11.4.1 |
10.2 |
Emergency shut
down valves shall be installed within the wider site storm drainage system. |
Tank farm /
Design Phase |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
11.4.1 |
10.2 |
An impermeable
membrane shall be installed in the tank foundation beneath the tank bottom. |
Tank farm /
Design Phase |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
11.4.1 |
10.2 |
Pipeline to be
covered with a protective rock armour layer. |
Pipelines/
Design Phase |
Franchisee |
TMEIA |
Y |
|
|
Franchisee |
On going |
|
11.4.1 |
10.2 |
An integrated
leak detection system shall be installed to all pipelines to provide early
detection of any leak. |
Pipelines/
Design Phase |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
11.4.1 |
10.2 |
An automatic
shut-off system shall be implemented for pipelines. |
Pipelines/
Design Phase |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
11.4.1 |
10.2 |
A workboat
shall be on standby at the jetty during tanker berthing. |
Jetty/ During
Tanker Berth |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
Pending |
|
11.4.1 |
10.2 |
Skimmers shall
be available for quick deployment in case of a spill. |
Jetty/ During
Tanker Berth |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
Pending |
|
11.4.1 |
10.2 |
An emergency
response plan shall be prepared prior to the operation of the PAFF. |
Jetty/ During
Tanker Berth |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
Pending |
|
11.4.1 |
10.2 |
Operator-training
programme shall be implemented. |
Jetty/ During
Tanker Berth |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
Pending |
|
11.6 |
10.4 |
During the
planning of the later phase of the tank farm development, in order to ensure
that the required mitigation measures are undertaken at that time, review the
EIA report only if the latest technology, industrial standards and statutory
requirements have changed by that time. |
During planning
stage for future tank construction |
Franchisee |
TMEIA |
|
|
Y |
N/A |
Pending |
|
11.6 |
10.4 |
Regular
inspections and audits will be undertaken by the Franchisee during the
operational phase of the facility: · Two
inspections every year of the tank farm, jetty and pipelines including one
undertaken pursuant to the Joint Inspection Group (JIG) explained above; · Inspection
of the whole sub sea pipelines every 5 to 10 years; · Health,
Safety and Environmental audit of the facility once every 3 years; and, · Inspection
of the structural integrity of the tanks once per year. |
Operation |
Franchisee |
TMEIA |
|
|
Y |
N/A |
Pending |
|
11.6 |
10.4 |
Prepare an
Environmental Management Plan to ensure the on-going adequacy of the fuel
spill contingency plan and that it is being implemented as required and that
the above mitigation measures have been incorporated and are effective. |
Prior to the
start of operation of the PAFF with audits every 12 months |
Franchisee |
TMEIA |
|
|
Y |
N/A |
Pending |
|
Land Contamination |
||||||||||
|
13.5.1 |
10.2 |
Bunding shall
be provided by all fuel storage areas to at least 150% of largest individual
tank in each compound. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
13.5.1 |
10.2 |
Relevant design
standards for storage tanks, pipework, containment
and drainage shall be adhered to. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
13.5.1 |
10.2 |
Plant
inspections and maintenance shall be undertaken once per month. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.1 |
10.2 |
Impermeable
lining shall be provided for all tank pits. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
13.5.1 |
10.2 |
Leak detection
systems shall be provided to all valves. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
|
N/A |
On going |
|
13.5.1 |
10.2 |
Surface
drainage shall be contained and treated prior to discharge. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.1 |
10.2 |
Emergency spill
response plans shall be prepared. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
Pending |
|
13.5.1 |
10.2 |
Spill control
materials and equipment shall be provided on site. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
Pending |
|
13.5.1 |
10.2 |
Runoff from the
rood of site buildings and landscaped areas shall be conveyed in closed
drains to the nearest storm water drain to prevent the generation of
excessive quantities of surface water which may be polluted. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
Y |
N/A |
On going |
|
13.5.5 |
10.2 |
Suitable
absorbent materials (e.g. sand or earth) shall be kept on site to deal with
spills. Chemical dispersants shall not
be employed. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
|
|
N/A |
Pending |
|
13.5.5 |
10.2 |
The facility
shall be designed, constructed, operated and maintained in full accordance
with the Code of Practice for Oil Installations, 1992. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.5 |
10.2 |
Tank pressure
testing shall be carried out routinely to check for possible tank leaks. Product inventory monitoring shall be
integrated into site management procedures to check for any abnormal or
unexpected product loss. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.5 |
10.2 |
Tank overfill
monitoring systems shall be installed and regularly tested. Inlet valves shall be designed to automatically
shutdown on exceedance of “high-high level” to
prevent over-filling. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.5 |
10.2 |
Pipe leakages
shall be routinely checked for by means of a pressure sensitive leak
detection system and routine inventory control. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.5 |
10.2 |
Drainage from
areas of hardstanding shall be treated by means of
oil/water separators prior to discharge to storm drain. All surface drainage shall be fitted with
closure valves to provided additional containment and facilitate clean up of
any leaks. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
Y |
N/A |
On going |
|
13.5.5 |
10.2 |
The delivery
pipeline from the jetty and the supply line to the airport shall be fitted
with pressure sensitive leak detectors. |
Tank farm /
Design |
Franchisee |
TMEIA |
Y |
Y |
|
N/A |
On going |
|
Waste Management |
||||||||||
|
14.7.2 |
8.3.1 |
The Contractor
shall identify a coordinator for the management of waste. |
Contract
mobilisation |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
The waste
coordinator shall prepare and implement a Waste Management Plan which
specifies procedures such as ticketing system, to facilitate tracking of
loads and to ensure that illegal disposal of waste does not occur, and
protocols for the maintenance of records of the quantities of wastes
generated, recycled and disposal. |
Contract
mobilisation |
Contractor |
TMEIA, Works
Branch Technical Circular No. 5/99 for the Trip-ticket System for Disposal of
Construction and Demolition Material |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
The Contractor
shall apply for and obtain the appropriate licenses for the disposal of
public fill, chemical waste and effluent discharges. |
Contract
mobilisation |
Contractor |
TMEIA, Land
(Miscellaneous Provisions) Ordinance (Cap 28); Waste Disposal Ordinance (Cap
354); Dumping at Sea Ordinance (Cap 466); Water Pollution Control Ordinance. |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
No waste shall
be burnt on site. |
PAFF Site
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Excavated
material shall be used on site for purposes of landscaping or formation of
bund walls as far as possible. |
All site /
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
All material
shall be reused on site as far as practicable, including formwork plywood,
topsoil and excavated material. |
All site /
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Suitable
provisions shall be included in the construction contract to ensure that the
Contractor sorts and recycles waste. |
Contract
preparation stage |
HyD |
TMEIA |
Y |
|
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Re-use and
recycling of waste must always be considered first. Waste disposal shall only be undertaken in
the last resort. Any surplus material
generated shall be sorted on site into construction and demolition (C&D)
waste and the public fill fraction. A
sorting facility shall be set up on the site. |
All areas /
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
The site and
surroundings shall be kept tidy and litter free. |
All areas /
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
The C&D
waste shall be disposed of at a licensed landfill or deposited at an
authorised waste transfer facility and the material suitable for public fill
delivered to a public filling area, public filling barging point or public
fill stockpile area after obtaining the appropriate licence. |
CEDD pubic fill
stockpile in Mui Wo, |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Stockpile
material shall avoid vegetated areas. |
All areas /
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Stockpiles
shall be covered by tarpaulin and/or watered as required. |
All areas /
throughout construction period, particularly during dry season |
Contractor |
TMEIA, Public
Health and Municipal Services Ordinance (Cap 132) and the Public Cleansing
and Prevention of Nuisances (Regional Council) By-laws |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Storage of
material on site should be kept to a minimum. |
All areas /
throughout construction period |
Contractor |
TMEIA, Public
Cleansing and Prevention of Nuisances (Regional Council) By-laws |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Excavated
material in trucks shall be covered by tarpaulins. |
All areas,
particularly at site exits / throughout construction period |
Contractor |
TMEIA, Reduce
the potential for spillage and dust.
Public Health and Municipal Services Ordinance (Cap 132) and the
Public Cleansing and Prevention of Nuisances (Regional Council) By-laws |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Wheel washing
facilities shall be used by all trucks leaving the site to prevent the
transfer of mud onto public roads. |
Site entrances
and exits/ throughout construction period |
Contractor |
TMEIA, Public
Cleansing and Prevention of Nuisances (Regional Council) By-laws |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Suitable
chemical waste storage areas should be formed at the works site for temporary
storage pending collection. |
Works site/
throughout construction period |
Contractor |
TMEIA, Code of
Practice on the Packaging, Labelling and Storage of Chemical Wastes. A Guide to the Chemical Waste Control
Scheme |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
A licensed
contractor shall be employed to collect chemical waste for delivery to a
licensed treatment facility. |
Chemical waste
treatment facility at Tsing Yi / throughout
construction period |
Contractor |
TMEIA, Code of
Practice on the Packaging, Labelling and Storage of Chemical Wastes. A Guide to the Chemical Waste Control
Scheme |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Temporary
storage areas for general refuse should be enclosed to avoid environmental
impacts. |
All areas/
throughout construction period |
Contractor |
TMEIA, Public
Health and Municipal Services Ordinance |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Sufficient
dustbins should be provided for storage of waste. |
All areas/
throughout construction period |
Contractor |
TMEIA, Public
Cleansing and Prevention of Nuisances Ordinance (Regional Council) By-laws,
Public Health and Municipal Services Ordinance |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
General refuse
should be cleared daily and should be disposed of to the nearest licensed
facility. |
All areas, WENT
landfill or NWNT refuse transfer stations/ throughout construction period |
Contractor |
TMEIA,
Sanitation and Conservancy (Regional Council) By-laws |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Waste oils,
chemicals or solvents shall not be disposed of to drain. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Good site
practice shall be implemented to avoid waste generation and promote waste
minimisation. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
|
Ongoing |
|
14.7.2 |
8.3.1 |
Waste materials
such as paper, metal, timber and waste oil shall be recycled as far as
practicable. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Temporary
structures used during construction shall be provided in the form of
proprietary Protakabin type units sited on areas of
permanent hard paving units as far as practicable. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Dredged marine
mud shall be disposed of in a gazetted marine disposal ground under the
requirements of the Dumping at Sea Ordinance. |
PAFF site/
throughout construction period |
|
|
|
Y |
|
N/A |
Completed |
|
14.7.2 |
8.3.1 |
All waste
containers shall be in good condition and fitted with lids or covers to
prevent waste from escaping or the ingress of water. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
All waste
containers shall be in a secure area on hardstanding. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Emergency
equipment to deal with any spillage or fire shall be kept on site. |
PAFF site/
throughout construction period |
|
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
All containers
used for storage of chemical waste shall be maintained in good condition and
clearly labelled in both English and Chinese. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
All storage
areas for chemical waste shall be: · Clearly
labelled; · Enclosed
on at least 3 sides; · Have
impermeable floor and bunding sufficient to fully
retain any spillage or leakages; · Ventilated;
and, · Covered
to prevent rainfall from entering. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
All types of
asbestos including sources (such as clutch linings) shall be treated as
chemical waste. Asbestos containing
wastes shall be kept separate from other wastes. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
All leaking
containers shall be contained and removed from site an soon as is reasonably
practicable. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 |
8.3.1 |
Training shall
be provided to workers about the concepts of site cleanliness and appropriate
waste management procedures, including waste reduction, reuse and recycling. |
PAFF site/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |
|
14.7.2 Section 5 |
8.3.1 |
EM&A of
waste handling, storage, transportation, disposal procedures and
documentation through the site audit programme shall be undertaken. |
All areas/
throughout construction period |
Contractor |
TMEIA |
|
Y |
|
N/A |
Ongoing |