11.1.1
The
Project is a Designated Project in accordance with Item C.12 of Part I,
Schedule 2 of the EIAO, which specifies an “a dredging operation exceeding
11.2.1
Dredging
activities are marine based activities and negligible dust impacts on nearby
ASRs would be expected. Referring to
the marine site investigation results, the AVS levels measured in all the
sediment samples collected from the dredging area of the proposed cruise
terminal were below the detection limit of 1 mg/kg. In general, high AVS concentrations in
sediment indicate that odorous hydrogen sulphide gas is likely to be generated
from the sediment. These AVS levels
are far below the AVS levels of the odour remediated sediments collected from
11.3.1
This assessment has predicted the construction noise
impacts of the Project during normal daytime working hours, taking into account
other concurrent projects within a
11.3.2
Assessment on noise impact from maintenance dredging was
also conducted. Results indicated
that the predicted noise at the nearest NSRs would comply with the construction
noise criterion of 75 dB(A).
11.4.1
The
water quality impact during the proposed dredging works has been quantitatively
assessed using the Delft3D Model.
Suspended solids are identified as the most critical water quality
parameter during the dredging operations.
The worst-case scenarios for the dredging works have been assessed and
it is predicted that potential water quality impacts could occur at the
flushing water intakes along the waterfront of the
11.5
Waste Management Implications
11.5.2
The
total volume of dredged sediment generated from maintenance dredging during
operational phase is estimated to be approximately 350,000 m3 every 5 to 10
years. Prior to any maintenance dredging,
sediment sampling and testing will be carried out in accordance with the ETWB
TCW No. 34/2002 to determine the contamination level of the dredged
sediment. The most appropriate open sea or confined marine disposal site
will be allocated for proper disposal of the dredged sediment on the basis of the
chemical and biological test results in accordance with the ETWB TCW No.
34/2002.
11.5.3
The
total volume of C&D material generated from the removal of the existing
seawall by dredging for the berth construction is estimated to be approximately
322,300 m3 during construction phase. No C&D material would be generated
from maintenance dredging during operational stage of the proposed cruise
terminal. Other wastes generated
from the capital and maintenance dredging are likely to include chemical waste
from the maintenance of construction plant and equipment and general refuse
from the construction workforce.
11.5.4
Mitigation
measures are recommended in this EIA to minimise potential environmental
impacts associated with handling and disposal of different wastes arising from
the Project. Provided that the
recommended mitigation measures are properly followed, adverse environmental
impacts would not be expected from the capital and maintenance dredging.
11.6
Impact on Cultural Heritage
11.6.2
Due
to the depth of proposed dredging and the fact that the archaeological
potential of the area cannot be completely ruled out, the need of precautionary
measures during dredging is required.
Guidelines for a Monitoring Brief have been prepared in consultation
with the AMO.
11.6.3
The
heritage significance of the remaining seawall
structure is assessed to be low.
Yet, the dredging activities of the
proposed cruise terminal should ensure that disturbance to the existing seawall
masonry outside the Project boundary should be avoided as far as practicable.
11.7.1
Literature
reviews of existing information with supplement findings from recent field
surveys indicated that identified marine habitats within the Project area are
of generally very low ecological value.
There are no ecological sensitive receivers, such as SSSIs, Fish Culture
Zones and
11.7.2
Marine
habitats within the Kai Tak area include soft bottom seabed, artificial
seawalls, subtidal habitats and feeding ground of waterbirds. All the identified habitats are
considered as generally very low of ecological value due to their highly
artificial and disturbed nature. Species diversity and abundance in these
habitats were low and no rare or restricted species was recorded. The species of conservation interest
recorded within the Project area only include a single species of common hard
coral (Oulastrea crispata) (but all colonies found are small in size,
sparsely distributed and in very low coverage) and few species of waterbirds
such as Little Egret and Great Egret.
All these species of conservation interest recorded within the Project
area are common and widespread in other
11.7.3
Direct
and indirect ecological impacts arising from the Project were identified and
evaluated. The Project will result in the
temporary loss of approximately 57 hectares of soft bottom benthic and subtidal
habitats and about
11.7.4
Other
indirect impacts arsing from the Project would be temporary and minimised with
implementation of proper mitigation measures. Overall, no significant and unacceptable
ecological impact on marine resource is anticipated in this assessment.
11.8
Fisheries Impact
11.8.1
Literature
reviews of existing information indicated that identified fishing area in
11.8.2
Direct
and indirect impacts on fisheries resources arising from the Project were
identified and evaluated. The
Project will result in the temporary loss of approximately 57 hectares of
fishing area. In view of the small
size of affected area, temporary and insignificant loss of fisheries production
and low impact on fishing activities, fisheries impacts due to direct loss of
fishing area within the dredging area is considered as minor and
acceptable.
11.8.3
Indirect
impacts of change of water quality arsing from the Project would be temporary
and insignificant based on the predictions from water quality modelling. Mitigation measures suggested in the
water quality impact assessment to control water quality would also serve to
protect fisheries resources from indirect impacts. No significant adverse impact on
fisheries resources would be expected from the Project and therefore no
necessary fisheries-specific mitigation measures would be required.
11.9.1
This
EIA has been conducted based on the best and latest information available
during the course of the EIA study.
The findings of this EIA have provided information on the nature and extent
of environmental impacts arising from the Project. The EIA has, where
appropriate, identified mitigation measures to ensure compliance with
environmental legislation and standards. Overall,
this EIA has demonstrated the general acceptability of the residual impacts
from the Project and the protection of the population and environmentally
sensitive resources. Environmental
monitoring and audit mechanisms have been recommended before and during the
proposed dredging works, where necessary, to verify the accuracy of the EIA
predictions and the effectiveness of recommended mitigation measures. A summary of the environmental impacts
associated with the Project is presented in Table 11.1.
Table 11.1 Summary of Environmental Impacts Associated
with the Project
Sensitive
Receivers / Assessment Points |
Impact
Prediction Results |
Relevant
Standards / Criteria |
Extents
of Exceedances |
Impact
Avoidance Measures / Mitigation Measures |
Residual
Impacts (After Implementation of Mitigation Measures) |
|
Air Quality Impact |
|
|
|
|
||
Planned
developments on the former airport runway including: ·
Residential Development ·
Planned Hotel ·
Landscape Deck at Cruise Terminal ·
Planned |
Dredging activities are
marine based activities and negligible dust impacts on nearby ASRs would be
expected. Referring to the marine
site investigation results, the AVS levels measured in all the sediment samples
collected from the dredging area of the proposed cruise terminal were below
the detection limit of 1 mg/kg.
In general, high AVS concentrations in sediment indicate that odorous
hydrogen sulphide gas is likely to be generated from the sediment. These AVS levels are far below the AVS
levels of the odour remediated sediments collected from |
The EIAO-TM stipulates that the hourly TSP level
should not exceed 500 mgm-3
(measured at 25°C and one
atmosphere) for construction dust impact assessment. Standard mitigation measures for construction sites are specified in the Air Pollution
Control (Construction Dust) Regulation. In accordance with the EIAO-TM, odour impact
predicted at an air sensitive receiver should meet 5 odour units based on an
averaging time of 5 seconds. |
Not applicable |
Construction Dust Negligible dust impacts would be expected from
dredging activities. In order to
further ensure compliance with the AQOs at the ASRs, requirements of the Air
Pollution Control (Construction Dust) Regulation, where relevant, shall be
adhered to during the construction period. Odour Impact from Capital Dredging and Maintenance
Dredging No adverse odour impact is
expected from the Project. However as a precautionary measure to minimize the
potential odour emissions during dredging operation, if any, the dredged
sediment placed on barge should be properly covered during its transportation
to the mud dumping pits as far as practicable to minimise the exposed area
and hence the potential odour emissions during the transportation of the dredged
sediment. |
None |
|
Noise Impact |
|
|
|
|
|
|
Planned
residential developments on the former airport runway. |
This assessment has predicted
the construction noise impacts of the Project during normal daytime working hours,
taking into account other concurrent projects within a Assessment on noise impact
from maintenance dredging was also conducted. Results indicated that the predicted
noise at the nearest NSRs would comply with the construction noise criterion. |
The NCO provides the statutory framework for noise
control of construction work other than percussive piling using powered
mechanical equipment (PME) between the hours of 1900 and 0700 hours or at any
time on Sundays and general holiday (that is, restricted hours). Noise control on construction
activities taking place at other times is subject to the Criteria for
Evaluating Noise Impact stated in Table 1B of Annex 5 in the
EIAO-TM. The noise limit is Leq
(30 minutes) 75 dB(A) at the façades of dwellings and 70 dB(A) at the
façade of schools (65 dB(A) during examinations). |
Not applicable |
Good site practices to
ameliorate the construction noise impact: ·
Only well-maintained plant should be operated
on-site and plant should be serviced regularly during the construction
program. ·
Mobile plant, if any, should be sited as far away
from nearby NSRs as possible. ·
Machines and plant (such as trucks) that may be in
intermittent use should be shut down between works periods or should be
throttled down to a minimum. ·
Plant known to emit noise strongly in one direction
should, wherever possible, be orientated so that the noise is directed away
from nearby NSRs. ·
Material stockpiles and other structures should be
effectively utilised, wherever practicable, in screening noise from on-site
construction activities. |
None |
|
Water Quality
Impact |
|
|
|
|
||
Seawater intakes along the
waterfront of (refer to Figure 5.2). |
The model results indicate
exceedances of WSD water quality (SS) criterion at 6 flushing water intakes
along the water front of |
1. WSD flushing water quality intake criterion for SS: < 10 mg/l 2. Target water quality objectives at coral sites for SS elevations:
< 30 % of the background
ambient levels 3. Sedimentation rate at corals: <100g/m2/day |
Full compliance would be
achieved with implementation of all the recommended mitigation measures |
Use of closed grab dredger
during maintenance and capital dredging deployment of silt curtains
at appropriate dredging areas, and installation of silt screens at selected
seawater intakes during capital dredging Avoid maintenance dredging in
wet season (April to September). |
None |
|
Waste Management
Implications |
|
|
|
|
||
Water quality,
air, and noise sensitive receivers at or near the Project site, the waste
transportation routes and the waste disposal site. |
Main waste: dredged marine sediment with a total volume of
approximately 1.38 Mm3 from capital dredging and 0.35 Mm3 once
every 5 to 10 years from maintenance dredging Of the sediment to be generated from capital dredging, approximately
430,000 m3 was classified as contaminated dredged sediment
(Category M and H) and
approximately 950,000 m3 was classified as Category L sediment Sediment to be generated from maintenance dredging will be tested in
accordance with the ETWB TCW No. 34/2002 Other wastes: Chemical waste from plant and equipment maintenance during capital and
maintenance dredging; and C&D material (of about 322,300m3) from dredging of the
existing seawall at the former airport runway during capital dredging at
construction stage. Inert C&D material to be disposed off-site to the
designated public fill reception facility |
1. Waste Disposal
Ordinance (Cap. 354) 2. Waste Disposal
(Chemical Waste) (General) Regulation (Cap. 354C) 3. Land
(Miscellaneous Provisions) Ordinance (Cap. 28) 4. Public Health and Municipal
Services Ordinance (Cap. 132) - Public Cleansing and Prevention of Nuisances
Regulation 5. Annexes 7 & 15
of EIAO TM 6. Waste Disposal
(Charges for Disposal of Construction Waste) Regulation (Cap. 354N) (refer to Section 6.2) |
Not applicable |
Contaminated dredged sediment (Category M and H) would require either
Type 1 =- Open Sea Disposal (Dedicated Sites) or Type 2 - Confined Marine
Disposal at contaminated mud pit allocated by MFC. Category L sediment is suitable for Type 1 - Open Sea Disposal at
gazetted marine disposal ground allocated by MFC. Planning and design measures in reducing waste generation have been
discussed in Section 6.7. Besides, other mitigation measures and good site
practices on waste management should be incorporated into the contract
document to control potential environmental impact from handling of the
identified wastes arising from the Project (refer to Section6.7). |
None |
|
Impact on Cultural
Heritage |
|
|
||||
Archaeological resources within
the Project site boundary |
The MAI did not locate any
marine archaeological remains within the Project site boundary and concluded
no further MAI is necessary. Direct impact to the seawall
masonry is expected. However, the section of affected seawall within the
project boundary has been established to have low cultural heritage value. |
1. Antiquities and
Monuments Ordinance (Cap. 53) 2. Environmental
Impact Assessment Ordinance (EIAO) (Cap. 499, S.16) 3. Technical Memorandum
on the Environmental Impact Assessment Process (EIAO-TM) 4. Guidance Notes on
Assessment of Impact on Sites of Cultural Heritage in Environmental Impact
Assessment Studies (GN-CH) 5. 6. Marine Archaeological
Investigation Guidelines. (refer to Section 7.2) |
Not applicable |
It is recommended that the
dredging contractor should monitor the dredge spoils. A procedure for
briefing the dredging contractors about the possible presence of marine archaeological
resources during dredging and a procedure for handling them have been
developed in consultation with the AMO, to ensure compliance with the AMO
standards and protection of any archaeological resources at the proposed
dredging site (refer to Appendix 7.1) The heritage significance of
the remaining seawall structure is assessed to be low. Yet, the dredging activities of the
proposed cruise terminal should ensure that disturbance to the existing
seawall masonry outside the Project boundary should be avoided as far as
practicable. |
None |
|
Marine Ecological
Impact |
|
|
-
|
|
||
Ecological resources at and
near the Project site |
Direct impacts to the marine
ecological resources would include temporary loss of approximately 57 hectares
of soft bottom and subtidal habitat and about 1km of artificial intertidal
habitat. All the marine habitats and associated marine life that would be
directly lost are all of very low ecological values and taking into account
of all the mitigation measures proposed including coral translocation and
provision of newly constructed seawalls, such impact is considered as minor. Indirect impacts on the
marine ecology would be associated with changes of water quality due to
dredging activities. Considering that the benthic, intertidal and subtidal
communities identified in the Kai Tak area are of generally very low
ecological value and in view of the temporary nature of such impact, only
minor indirect impact on marine resources is anticipated. During the dredging works,
increased marine traffic and noise generated from construction plant could
cause disturbance impacts to the associated wildlife including the waterbirds
of conservation interest. It is expected that displacement of waterbirds to
the nearby waters for roosting and feeding area may occur temporarily but
adverse impact is not anticipated. |
Environmental
Impact Assessment Ordinance (EIAO) (Cap. 499). EIAO Technical
Memorandum on EIA Process (EIAO-TM) Annex 8 and Annex 16 EIAO Guidance Note
No. 3/2002 EIAO Guidance Note
No. 6/2002 EIAO Guidance Note
No. 11/2004 Wild Animals
Protection Ordinance (Cap. 170) Protection of
Endangered Species of Animals and Plants Ordinance (Cap. 586) Town Planning Ordinance (Cap.131) The Marine Parks Ordinance (Cap.476) and
Subsidiary Legislation The Marine Fish Culture Ordinance (Cap.353) The Protection of the Harbour Ordinance
(Cap.531) The Water Pollution Control Ordinance
(Cap.358) International The
PRC National Protection Lists of Important Wild Animals and Plants (refer
to Section 8.2) |
Not applicable |
Coral
translocation of directly affected colonies, as far as practicable, to avoid and
minimize direct loss of this fauna of conservation interest. Water
quality control measures such as installation of silt curtains around
dredger(s) and use of closed grab dredger to minimise indirect impact on
marine life due to change of water quality. Appropriate good
site practices on noise control are recommended to be adopted during the
dredging works to minimise noise disturbance to nearby waterbird population. Re-construction of new
seawalls to recover loss of artificial intertidal habitats |
Temporary loss of 57 hectares of soft bottom benthic
habitat of very low ecological value. Water quality modelling
predicted that indirect impacts on the marine ecology associated with changes
of water quality due to dredging activities within the Project area would be
acceptable after implementation of proper mitigation measures. |
|
Fisheries Impact |
|
|
|
|
||
Fisheries resources at and
near the Project site. |
The Project will result in
the temporary loss of about 57 hectares of fishing area. In view of the small size of affected
area, temporary and insignificant loss of fisheries production and low impact
on fishing activities, fisheries impacts due to direct loss of fishing area
within the dredging area is considered as minor and acceptable. Indirect impacts on fisheries
resources would be associated with changes of water quality due to dredging
activities. In view of the temporary and localised nature of such impact,
only minor impact on capture fisheries resources is anticipated. No impact on
culture fisheries resources is anticipated as the nearest FCZs Tung Lung Chau
and Ma Wan are over 8km and 10km away from the project area respectively. |
EIAO-TM Annex 9 and Annex Fisheries Protection Ordinance (Cap. 171) – aims to promote the
conservation fish and other forms of aquatic life within the Marine Fish Culture Ordinance (Cap. 353) – regulates and protects
marine fish culture by designating areas of fish culture zone, granting
license, prohibiting unauthorized vessels and any deposition of chemicals or
other substance which are likely to cause injury to fish in a fish culture
zone. The list of designated fish
culture zones was last revised in January 2000. The Water Pollution Control Ordinance (Cap.358) – aims to control
water pollution in the waters of |
Not Applicable |
No necessary
fisheries-specific mitigation measures would be required. |
Temporary loss of
57 hectares of fishing area at Water quality modelling
predicted that indirect impacts on fisheries resources associated with
changes of water quality due to dredging activities within the Project area
would be acceptable after implementation of proper mitigation measures. |
|