CONTENT
1
Introduction.. 1
2
Project Description.. 1
2.1
Need of the Project. 1
2.2
Project Location and Study Area.. 2
2.3
Project Scope. 2
2.4
Project Programme. 2
2.5
Consideration of Alternatives. 3
3
Key Findings of the Environmental Impact Assessment.. 4
3.1
Air Quality.. 4
3.2
Human Health Risk Assessment. 4
3.3
Waste Management Implications. 5
3.4
Water Pollution.. 5
3.5
Ecology.. 6
3.6
Noise Impact. 7
3.7
Landscape and Visual Impact Assessment. 7
3.8
Landfill Gas Hazard.. 8
3.9
Environmental Monitoring and Audit. 8
3.10
Conclusion.. 8
Figure
1 Location
Plan of Proposed Sludge Treatment Facilities
Figure 2
Project Area Boundary of Sludge Treatment Facilities
1
Introduction
1.1.1
The Project is to build
the Sludge Treatment Facilities (STF), which are designed to treat 2,000 wet
tonnes/day of the dewatered sludge generated after the sewage treatment process
in the Stonecutters Island Sewage Treatment Works (STW) and 10 other regional
sewage treatment works (STWs) by the fluidized bed
incineration technology, in the pulverized fuel ash (PFA) lagoon area in Tsang Tsui (as shown in Figure 1).
1.1.2
The Project is a
Designated Project according to Item G.3 Part I Schedule 2 of the Environmental
Impact Assessment Ordinance (EIAO) (i.e. construction and operation of an
incinerator with an installed capacity of more than 50 tonnes per day) and Item
8 of Part II Schedule 2 of the EIAO (i.e. decommissioning of a waste disposal
facility for pulverized fuel ash, furnace bottom ash or gypsum). An
environmental permit is required for the implementation of the Project under
the EIAO. The EIA Study Brief (No. ESB-169/2007) for an Environmental Impact Assessment (EIA) study
for the Project was issued by the Environmental Protection Department (EPD) in
October 2007.
1.1.3
The EIA study was
conducted based on the reference design of the STF in order to provide
information on the nature and extent of environmental impacts arising from the
construction and operation of the Project and related activities that take
place concurrently.
2
Project Description
2.1
Need of the Project
2.1.1
Currently, the sludge produced after sewage treatment
process is dewatered in the STWs and then delivered
to landfills for disposal. Due to its high water content, the dewatered
sludge has to be co-disposed with municipal solid waste (MSW) and construction
waste in a ratio of 1:10 to maintain the stability of the landfills.
2.1.2
However, this current practice is considered not
sustainable due to the following reasons:
Sludge takes up precious space of the existing
landfills, which are anticipated to reach their capacities in early to mid
2010.
Disposal of biodegradable waste to landfill is not in
line with international trend.
The disposal ratio of dewatered sludge to MSW (1:10)
would not be achieved due to the decrease in MSW with the implementation of
various waste management measures in accordance with “A Policy Framework for
the Management of Municipal Solid Waste (2005-2014)”, and increase in sludge
production after the commissioning of Harbour Area
Treatment Scheme Stage 2A and expansions of some existing STWs.
2.1.3
There is an urgent need for an alternative sludge
disposal mean.
2.2
Project Location and Study Area
2.2.1
The STF is proposed to
be located in the eastern part of the existing PFA lagoon area in Tsang Tsui near Nim Wan on the
north-western coast of the New
Territories. The
proposed site is on a coastal area immediately northeast of the Black Point
Power Station and adjacent to the West
New Territories
(WENT) Landfill site. The open water of Deep Bay
is located north of the proposed site. The
project area boundary of the STF is shown in Figure
2. It is estimated that the STF will occupy an area of
approximately 7 hectares. The STF site will be assessed through a temporary vehicular bridge
spanning across the existing channel between existing WENT Landfill site and
the PFA lagoon. Alternative temporary and permanent access to the STF site to
suit the phased development of the WENT Landfill Extension project will be
investigated and proposed under the WENT Landfill Extension project.
2.3
Project Scope
2.3.1
The Project mainly
includes the following components:-
Incineration Plant
Sludge receiving, storage and feeding system
Fluidized bed incinerators
Waste heat recovery and power generation system
Flue gas treatment system
Ash storage and handling system
Residue storage and handling system
Fluidized bed sand storage and handling system
Reagent reception and storage system
Process control and monitoring system
Ancillary and Supporting Facilities
Administration building, education centre and
laboratory
Weighbridge
Maintenance workshop and utility yard
Sewerage system & sewage treatment works
Water supply system & desalination plant
Drainage system
Deodorization system
Vehicle washing facilities
Site security
Access road
Decommissioning of Pulverized Fuel Ash lagoon at
Tsang Tsui
Works associated with the decommissioning of the PFA
lagoon at Tsang Tsui
2.4
Project Programme
2.4.1
It is intended to construct, operate and maintain the
STF under design-built-operate (DBO) contract arrangement. The
construction is currently scheduled to commence in early 2010 for completion by
the end of 2012. The
STF will have a design life of 20 years.
2.5
Consideration of Alternatives
Technology
Selection
2.5.1
A review of the findings of the previous studies on
sludge treatment and the information of the latest sludge treatment
technologies was carried out, and a comprehensive evaluation on the shortlisted
options, including incineration and heat drying, was conducted in respect of
environmental, engineering and financial considerations for selecting the
preferred option for the STF. It was concluded that incineration was the most
preferable option with the following merits:-
Low total costs;
Large reduction in volume of end product to be disposed
to landfill; and
Reuse of energy from the incineration process.
Site
Selection
2.5.2
The potential sites for
the STF in the following areas were identified and evaluated:-
Quarry Site, Lamma Island;
Shek Kwu Chau;
Ha Pak Nai;
Tuen Mun Port;
Stonecutters Island;
West Lamma
Island;
Siu Ho Wan;
Tit Cham Chau; and
Nim
Wan.
2.5.3
The proposed site in Nim Wan was considered as the most suitable site for the
STF when taking into consideration the followings:-
The
site is remote from residential areas. The Black Point Power Station and the WENT landfill are located in the vicinity of this proposed
site.
At
present, there is no land use designation and no major strategic consideration
for this area.
The
site is accessible by means of road and marine transportations resulting in its
middle rank for both engineering feasibility and operation convenience aspects.
The STF in the proposed site would unlikely result in
unacceptable water quality impact, marine ecological & fisheries impact,
terrestrial ecological impact and landscape & visual impact.
3
Key Findings of the Environmental Impact Assessment
3.1
Air Quality
Construction Phase
3.1.1
The potential air
quality impacts from the construction of the Project would mainly be related to
construction dust from excavation, materials handling, filling activities and
wind erosion. With the implementation of mitigation measures specified in
the Air Pollution Control (Construction Dust) Regulation, dust impact on nearby
air sensitive receivers would be minimal.
Operation
Phase
3.1.2
During the operation of
the STF, the potential sources of air quality impacts would be the air
emissions from the stacks of incineration process and the odour nuisance from
the on-site wastewater treatment plant and the sludge reception hall.
3.1.3
There would also be
cumulative air quality impacts contributed from other existing and planned
emission sources in Tuen Mun,
including the Black Point Power Station, Castle Peak Power Station, Green
Island Cement Plant, WENT landfill and the proposed WENT landfill extension, EcoPark, Shiu Wing Steel Mill, etc.
3.1.4
Air pollution control
and stack monitoring system will be installed for the STF to ensure that the
emissions from the STF stacks will meet the stringent target emission limits equivalent
to those stipulated in Hong Kong and the
European Commission for waste incineration. Besides, all the potential
odour emissions associated with the operation of the STF will be collected and
destroyed by the incineration process or ventilated to deodorizer before
discharge to the atmosphere.
3.1.5
With the implementation
of practicable air pollution control, the STF would not cause adverse
cumulative air quality impact at all the air sensitive receivers in the
vicinity of the Project site and those further away in the Tuen
Mun new town area.
3.2
Human Health Risk Assessment
3.2.1
Apart from the general air quality impacts, the cancer
risk arising from exposure to carcinogenic contaminants of concern (COCs) associated with the emissions of STF was also
evaluated in the EIA. In terms of lifetime individual excess cancer
risks, the highest cancer risk associated with the STF emission is predicted to
be at the level of “As Low As Reasonably Practicable
(ALARP)”.
3.2.2
Cumulative acute and long term non-carcinogenic health
impact of the STF imposed to the worst impacted human receptors were assessed
and compared with local and overseas guideline levels. It was concluded
that the levels of non-carcinogenic chemicals were found to be insignificant
when compared to the adopted/derived reference levels.
3.2.3
Microbes from dewatered sewage sludge during their
transportation, storage and handling in the STF operation were assessed.
Twenty-five hazards concerning microbial emissions associated with the
STF operations were identified. With consideration of existing/expected
safeguards, the risk levels of all the 25 hazards were found to be tolerable
and were at the level of “As Low As Reasonably
Practicable”.
3.2.4
The potential health risk induced by radon emissions
associated with PFA arising from the construction and operation was also evaluated.
The estimation indicated that there would be no significant radiological
hazard to workers working outdoors in the STF or in the restored/operating ash
lagoon area adjacent to the STF. The annual effective dose equivalent to
a worker spending 2000 hours outdoors on an ash filled lagoon would be about
0.19 mSv, which is insignificant comparing to annual
limit of 1 mSv for general public suggested by the
International Commission on Radiological Protection (ICRP). Since the
risk imposed on workers with direct radon exposure is not significant and that
there will be no off-site disposal of PFA under this Project, the risk on
off-site air sensitive receivers will also be insignificant as well. From
various literature researches, the radon health risk for construction and
operation of the proposed STF would be negligible.
3.3
Waste Management Implications
3.3.1
The types of waste would be generated during the
construction phase of the Project include construction and demolition (C&D)
materials from the construction activities, general refuse from the workforce
and chemical wastes from the construction plant and equipment. Adverse
environmental impact is not be expected during the construction phase with the
approved methods to handle, transport and dispose the waste and the recommended
good site practices being strictly followed.
3.3.2
The end product from the incineration process would
include incinerator ash (bottom ash and fly ash) and flue gas cleaning
residue. The incinerator ash and flue gas cleaning residue will be
disposed of at the landfill after checked for compliance with the proposed
incineration residue pollution control limits. Pre-treatment may be
required for flue gas cleaning residue prior to disposal.
3.3.3
Limited amount of chemicals or chemical wastes would be
used or generated for the operation of the STF. With proper
implementation of the recommended practices and response procedures for
contamination prevention, the potential for contamination due to the STF
operation would be minimal.
3.4
Water Pollution
3.4.1
The potential sources
of water quality impact arising during the construction phase of the Project
include construction site runoff and drainage, wastewater generated from
general construction activities, and sewerage from the workforce. With
implementation of the recommended mitigation measures and site practices
outlined in ProPECC PN 1/94, no unacceptable residual
impacts on water quality are expected.
3.4.2
During the operation
phase of the Project, wastewater will be generated from sanitary facilities
used by plant personnel, commercial activities and sludge treatment activities
in the STF. An on-site wastewater treatment plant will be provided.
All generated wastewater will be discharged to the on-site wastewater treatment
plant and treated by the process of Membrane Bioreactor (MBR). The
treated effluent from the wastewater treatment plant will be reused in the STF
and there would be no wastewater effluent discharged to the coastal waters of Deep Bay.
3.4.3
Saline water would be
discharged from the proposed desalination plant in a low discharge rate.
The saline water discharged from the desalination plant will comply with the
standards for effluents discharging into the coastal waters of Deep Bay Water
Control Zone. Adverse impacts on water quality would not be
expected.
3.4.4
To prevent potential
emission of microbes during transportation, storage and handling of dewatered
sewage sludge into surrounding waterbodies, proper
design of the STF will be conducted and the recommended “risk control measures”
will be implemented. No unacceptable water quality impacts are expected.
3.5
Ecology
3.5.1
A literature review supplemented by comprehensive
ecological survey covering dry and wet seasons was undertaken to establish the
ecological profile of the Assessment Area. Nine habitat types were
identified within the Assessment Area including ash lagoons, secondary
woodland, grassland / shrubland, plantation,
watercourse, developed area / disturbed area, orchard, seawall and coastal
waters. Three species of flora and 27 fauna of conservation interest were
recorded in the Assessment Area.
3.5.2
Most of the identified habitats in the Assessment Area
have low ecological value, except two watercourses (W1 and W2), the East
Lagoon, and secondary woodland were ranked as low to moderate. The Middle
Lagoon was considered of moderate ecological value.
3.5.3
A total of approximately 7.8 ha of habitats would be
permanently lost under this Project. Over 79% of the affected habitats
are man-made habitats including approximately 6 ha ash lagoon, 0.1 ha developed
area/disturbed area, 0.02 ha plantation and 1.6 ha grassland/shrubland. A very small area of an estuary would
probably be affected during the construction of vehicular bridge temporarily.
As the proposed Project is a land based project, no marine ecological habitats
would be affected.
3.5.4
The construction of the STF would affect the potential
breeding ground of Little Grebe in the East Lagoon of low to moderate
ecological value. The impact is anticipated to be minor as the East
Lagoon is not the main foraging and breeding ground for the species and
alternative similar habitat for Little Grebe is available in the adjacent
Middle Lagoon.
3.5.5
Potential indirect construction and operation impacts
to the habitats and associated wildlife adjacent to the proposed STF would be
resulted from increased human disturbance / activities and noise due to
vehicles entering and exiting the site.
3.5.6
Mitigation measures such as provision of 3m high
hoarding along the boundary of the works areas and site access, screening (i.e.
fencing with climbers or plantation) along the STF site boundary and the two
sides of access road, good site practices, use of quiet construction methods
and machinery, measures to control potential sedimentation / water quality
impacts as well as habitat enhancement (i.e. tree planting and creation of
pond(s) for Little Grebe) have been recommended to minimize potential indirect
impacts to wildlife. As a precautionary measure, the works area will be
thoroughly inspected by experience ecologist(s) to confirm no breeding
activities of Little Grebe would be affected by the construction activities
before commencement of any site works.
3.5.7
With the implementation of the recommended mitigation
measures, it is anticipated that the construction and operation for the
proposed works would not result in unacceptable impacts on ecological
resources. The implementation of all mitigation measures would be subject
to regular audit as part of the EM&A programme.
3.6
Noise Impact
3.6.1
No existing or planned noise sensitive receivers (NSRs) were identified within 300m from the site boundary of
the Project. Potential impacts due to noise generated from the
construction of the Project and fixed plant noise from the operation of STF are
not expected.
3.6.2
With regards to the potential traffic noise impact due
to the off-site traffic generated from the operation of the proposed STF, a
traffic noise impact assessment was carried out for the prevailing scenario
(Year 2012 before commencement of the proposed STF) and scenarios with and
without the operation of the STF in 2027.
3.6.3
The assessment results indicated that the predicted
traffic noise due to the off-site traffic generated from the proposed STF would
not result in significant increase in traffic noise impact on the NSRs along Lung
Kwu Tan Road.
3.7
Landscape and Visual Impact Assessment
3.7.1
Seven landscape resources and five landscape character
areas were identified within 500m from the site area. The impact to these
landscape resources and landscape character areas would be insubstantial,
except for ash-lagoon and seashore. Mitigation measures, such as
aesthetic design of the proposed STF matching with adjacent landscape setting
of the site, greening along the site boundary to provide screening and enhance
the waterfront area, would be implemented. After the implementation of
the mitigation measures, the long-term residual impact to the landscape
resources / landscape character areas would be reduced to insubstantial or
slight.
3.7.2
Ten visual sensitive receivers (VSRs)
were identified within the zone of visual influence. Most of these VSRs have low sensitivity to change, and the magnitude of
impact to them would be negligible or small. Therefore, the visual impact
to seven VSRs would be insubstantial or slight during
construction and operation phase. However, the visual impact to the
residents in Shekou and the travelers of the future
access road adjacent to the STF would be moderate, while that to the residents
in Pak Nai would be substantial. Mitigation
measures would be implemented during the construction and operation phase to
reduce the potential visual impacts to the VSRs.
After the implementation of the mitigation measures, the long-term residual
impact to the VSRs would be reduced to insubstantial
or slight.
3.7.3
Overall, it is considered that the residual landscape
and visual impacts of the proposed development would be acceptable with mitigation
measures during construction and operation phase.
3.8
Landfill Gas Hazard
3.8.1
A source-pathway-target analysis was conducted to
assess the risk of landfill gas hazard from the existing WENT Landfill and the
proposed WENT Landfill Extensions to this Project. The overall risk level
for both construction and operation phase of the Project associated with the
existing WENT Landfill was assessed to be low, while the risk level associated
with the WENT Landfill Extensions was assessed to be medium.
3.8.2
A number of protection measures have been recommended
for the Project to safeguard the safety of the site workers and all personnel
presence at the Project site. No adverse impact of landfill gas hazard on
this Project is anticipated.
3.9
Environmental Monitoring and Audit
3.9.1
Environmental
monitoring and audit (EM&A) requirements for the Project have been
specified in an EM&A Manual. The EM&A Manual contains details of
proposed baseline and compliance monitoring programme, implementation schedule
of the environmental protection / mitigation measures, EM&A reporting
procedures and compliant handling procedures.
3.10
Conclusion
3.10.1
The EIA has determined the likely nature and extent of
environmental impacts predicted to arise from the Project. Where
necessary and practicable, the EIA has specified mitigation and control measures
to reduce the environmental impacts to acceptable levels.
3.10.2
With the recommended mitigation measures applied, the
Project would be environmentally acceptable and no unacceptable residual
impacts are anticipated. The schedule of implementation of the
recommended mitigation measures has been provided in the EIA report.
Monitoring requirements have also been specified in a separate EM&A Manual
to ensure proper implementation of the recommended mitigation measures.