Document Status
Details of Revision:
Revision |
Rev. Date |
Sections |
Amendment Source and/or Details |
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23
June 2014 |
All |
First
Issue for Approval |
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Revision Table:
Rev
N. Page
N. |
A |
B |
C |
D |
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1 |
X |
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2 |
X |
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3 |
X |
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4 |
X |
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APP.
A |
X |
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1.0
PROPOSED CHANGES
....
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2.0
RATIONALE FOR THE PROPOSED
CHANGES
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3.0
PROPOSED ENVIRONMETNAL
IMPLICATION OF THE PROPOSED CHANGES..
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3.1
MARINE WATER QUALITY
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3.2
MARINE ECOLOGY AND FISHERIES
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3.3
WASTE MANAGEMENT
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3.4
LANDSCAPE AND VISUAL
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4.0
CONCLUSION
APPENDIX A: Revised
Drawing
..
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1.0 Proposed Changes
Pursuant to Condition 3.5 of the
Environmental Permit EP-354/2009/B, we hereby give written notice that, due to
changes in progress and methodology, dredging in the middle at Portions N-A
and N-B, as specified under Condition 3.7(d) and Figure 3 of the EP-354/2009/B is
no longer necessary. The latest
construction sequence is illustrated in Figure 1 and Appendix A.
Figure 1 Latest
Construction Sequence
2.0 Rationale for the Proposed
Changes
It is proposed that the dredging in the
middle of Portion N-A and Portion N-B to be deleted. The additional dredging in
the middle of Portions N-A and N-B, as stated under VEP application (VEP-426/2014)
and subsequently approved in the EP-354/2009/B, was intended to resolve
buoyancy pressure of marine mud acting upon the TBM assembly, as well as other geotechnical
and structural limitations.
An alternative solution of ground treatment will
be implemented to speed up consolidation of the Northern Landfall, so that the
TBM may safely drill through it. This solution involves the use of vibrocores. This method employs large vibrating rod, which
vibrates into the ground to compact the wet soil. In the process, additional
sand is pulled down to the ground, filling voids and forming compacted land.
Once the land is compacted, drilling rigs will plow/drill into the ground at
strategic locations to inject and mix cement grout into the soil. This will
further bind the fill material and solidify the grounds to provide a stabilized
substrate for the TBM to drill through, avoiding buoyant pressure acting
upwards on the TBM unit.
The ground treatment works is land-based. It
replaces the marine dredging works in the middle of Portions N-A and N-B and is
carried out on top of the completed parts of the Northern Landfall reclamation.
Therefore, it is considered that the reclamation method, as considered under
the EIA assumption, will not change as a consequence of the proposed changes.
Like bored piling and other land-based foundation
works, the ground treatment works will be wet-works and will not cause dust
impact. Water recycling and treatment
facilities will be provided as a normal practice and in compliance with
discharge licenses to treat the water before discharge.
In the course of the ground treatment works,
no open excavation for this work is envisaged. There will be no additional
C&D materials to be excavated and the work is considered to remain within
the scope of EP-354/2009/B and EIA Report requirements for normal land based
civil works.
3.0 Potential Environmental
Implication of the Proposed Changes
With the cancellation of dredging in the
middle of Portions N-A and N-B, the overall dredging extent will reduce from that
depicted in Figure 3 of EP-354/2009/B. The potential
environmental
impacts, due to the reduction of dredging, should be equal to or less than that
expected under EP-354/2009/B. It follows that the impact should be no greater
than that envisaged under the
approved EIA Report. For the purpose of assessing potential environmental
impacts against individual aspects under the approved EIA Report, the following
environmental aspects are deemed to be relevant.
Environmental aspects that are considered
irrelevant to the present assessment are presented in Table 3.1, with
justification of their exclusion from the assessment.
Table 3.1 Environmental
Aspects Excluded from the Assessment
Environmental Aspect Excluded |
Justifications |
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Air Quality |
1.
The works are predominantly marine-based. No significant dust nuisance
is expected. 2.
The ground treatment works that replaces some of the dredging works
will be wet-works. 3.
No additional open excavation works is envisaged as a result of the
change. |
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Noise |
1.
No Noise Sensitive Receivers (NSR) is identified within the necessary
proximity to works in the EIA Report.
As such, the noise assessment is not relevant to the works. |
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Terrestrial
Ecology |
1.
The works are predominantly marine-based. 2.
The location of works is adjoined to a developed area and at least 200
m from any potentially sensitive habitats, e.g. plantation, stream and tall
shrubs. |
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Cultural
Heritage |
1.
The marine works and the work area was not identified as having marine
archaeological potential in the approved EIA Report. 2.
The nearest built heritage resources (Grave G1) is located near the
toll plaza and will not be affected by the works. |
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Land
Contamination |
1.
The marine works do not overlap with any potentially contaminated
land. |
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Landfill Gas
Hazard |
1.
The marine works are far away from any landfill sites. |
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3.1 Marine Water Quality
Dredging in the middle of Portions N-A and
N-B are deleted from Figure 3 of EP-354/2009/B, with no concurrent changes to
the dredging extent of Portion N-C. Accordingly, the overall dredging extent is
reduced.
Referring to the approved EIA Report,
impacts to marine water quality are attributable to sediment plumes, which are
caused by the suspension of sediment during the process of dredging. A reduction in the overall dredging extent
should result in a corresponding reduction in marine water quality impact.
Reclamation filling activities are proceeding
concurrently at Portion N-B. However, no changes to reclamation filling extent
are proposed under this notification. As all associated mitigations for
reclamation filling (e.g. 200m leading seawall) are implemented in accordance
with EP-354/2009/B requirements, it is considered that the impact of marine
water quality due to the reclamation filling activities would be no greater or
any worse than those predicted in the approved EIA Report.
Therefore, the net impact is considered to
be solely due to the change in dredging extent. The associated water quality
impact, due to the cancellation of dredging in the middle of Portions N-A and
N-B, is considered to be no worse than that assumed in the approved EIA Report.
For the dredging in the middle of Portions
N-A and N-B, the following additional mitigation measures were proposed under
VEP application (VEP-426/2014) and subsequently specified under Condition
3.7(d) and Figure 3 of the EP-354/2009/B:
Dredging in the middle of Portion
N-A and Portion N-B shall only be
carried out
upon the formation
of 50m leading seawall from the
dredging location within Portion N-A
/ Portion N-B and a single layer of silt
curtain shall also be deployed between the ends
of the two leading seawalls to form an enclosed area as shown in Figure 3 of this Permit.
Since no dredging will be undertaken in the
middle of Portions N-A and N-B, the aforementioned mitigation measures in Condition
3.7(d) and Figure 3 of the EP-354/2009/B are no longer deemed necessary.
3.2 Marine Ecology and Fisheries
The potential impacts to marine ecology and
fisheries are assessed as follow:
Overall marine ecological and fisheries
impacts due to the proposed change in the dredging extent are not considered as
unacceptable.
3.3 Waste Management
Under this notification,
dredging in the middle of Portions N-A and N-B is cancelled. The dredging
quantity at Portion N-C remains unchanged from that depicted under Figure 3 of EP-354/2009/B.
As such, it is expected that the amount of
dredged sediment generated will be no larger than that assumed in the EP-354/2009/B
and the approved EIA Report.
In the course of the ground treatment works,
no open excavation for this work is envisaged. There will be no additional
C&D materials to be excavated and the work is considered to remain within
the scope of EP-354/2009/B and approved EIA Report requirements.
3.4 Landscape and Visual
Since the concerned dredging works are within
the site boundary under this Contract, it is envisaged that the related
landscape impact would be no greater or any worse than that predicted in the
approved EIA Report.
4.0 Conclusion
APPENDIX A
Revised Drawing