ANNEX
D 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 |
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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 |
Ongoing |
|
|
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 |
Ongoing |
|
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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 |
|
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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 |
|
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Y |
N/A |
Pending |
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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: ¡P
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; ¡P
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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¡P
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 |
|
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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 |
|
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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: ¡P
Two inspections every year of
the tank farm, jetty and pipelines including one undertaken pursuant to the
Joint Inspection Group (JIG) explained above; ¡P
Inspection of the whole sub
sea pipelines every 5 to 10 years; ¡P
Health, Safety and
Environmental audit of the facility once every 3 years; and, ¡P
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: ¡P
Clearly labelled; ¡P
Enclosed on at least 3 sides; ¡P
Have impermeable floor and bunding sufficient to fully retain any spillage or
leakages; ¡P
Ventilated; and, ¡P
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 |
|