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 |
||
|
Water
Quality |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6.7 |
6.8.1 |
There should be no access to the shore or working from
land within the |
|
Contractor |
TMEIA |
|
Y |
|
N/A |
Complete |
|
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 |
|
|
|
|
|
|
|
|
|
|
|
|
|
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) onsite 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 |
|
|
|
|
|
|
|
|
|
|
|
|
|
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 |
|
|
|
|
|
|
|
|
|
|
|
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 |
|
Landscape
& Visual |
||||||||||
|
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 |
|
|
||||||||||
|
Cultural
Heritage |
||||||||||
|
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 |
|
|
|
·
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. |
|
|
|
|
|
|
|
|
|
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 |
||||||||||
|
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 provide 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 |