3.1.1
The “without the project”
scenario considers the implications of the reprovisioning works not occurring
at the Project site.
3.1.2
The Project has been conceived and designed to meet a need
as described in Section 2.2. If the Project were not
to proceed, this need would not be met as the water treatment facilities would
continue to age (i.e. currently > 40 years service and
approaching end of service life), and this is likely to result in continued
maintenance issues and faults which could ultimately impact the delivery and reliability of water supply. The
opportunity to redesign the water treatment process using
state-of-the-art treatment technologies to cope with the possible tightening on
the drinking water quality by the WHO and WSD in the future, would also not
be achieved. This would also be
compounded by the inability to improve water supply reliability and accommodate
the future water demands of the territory.
3.1.3
The “without the project”
scenario therefore fails to meet the objectives of WSD to provide a safe, reliable and sustainable water supply and to cope with
the possible tightening on the drinking water quality by the WHO and WSD in the
future.
3.2.1
After completion of the Project, it is expected that the
need for providing a reliable water supply and keeping pace with future water
demand can be met. Treated water from the reprovisioned South
Works will
be able to cope with the possible tightening on the
drinking water quality by the WHO and WSD in the future. In addition,
the visitor facilities, presenting illustrations and displays on modern treatment
technologies and water conservation, will play a beneficial role in
educating the public on water conservation.
3.3.1
The Sha
Tin WTW is part-and-parcel of the whole Plover Cove Water Scheme primarily to
convey raw water from Dongjiang with Plover Cove
Reservoir also serving as a bulk storage. As stated in sections 2.2.3 and 2.2.7, there
are extensive raw water supply and treated water delivery systems connected to
the plant. Relocating
the South Works to another site would require further land acquisition and construction of the associated raw water supply and treated water
delivery systems,
resulting in a much greater costs and would no doubt increase
environmental impacts. The existing South Works once
deteriorated to an irreparable extent would have to be demolished. Reproviding the treatment works in-situ would therefore
have the added benefit of no additional requirements of exploiting other brownfield or greenfield
sites which would otherwise have other beneficial societal uses, to serve the
same purpose. In
addition, as there are existing common facilities for
both the South Works and the North Works,
relocating the South Works to other sites would still
require re-construction of the ancillary facilities. The in-situ reprovisioning
would enable common facilities to the South Works and the North Works be
continued to be shared, thereby resulting in a decreased environmental impact
and would be more cost-effective than finding a new site for relocation.
3.3.2
It is common elsewhere when water treatment plant equipment and
structures reach the end of their service life, they
are typically rehabilitated, upgraded, or rebuilt at the same location. A comparison of the major environmental benefits and disbenefits of the in-situ reprovisioning option, and the
appraisal, is provided in Table 3.1 below. In-situ
reprovisioning is the preferred option from considerations of potential environmental
impacts and cost.
Option |
Environmental Benefits |
Environmental Disbenefits |
Appraisal |
In-situ Reprovisioning |
·
Less environmental impact to the already
developed site; and ·
No major impact on the difficulty of acquiring
the land |
About 0.69ha of secondary woodland to be affected
due to space constraints on the existing site |
This option is
environmentally more favourable. Considering the size and value of woodland
affected, the residual impact is considered to be acceptable with habitat
compensation. |
Alternative Site
Layout
Alternative Construction Methods
and Sequence of Works
3.3.6
The most significant challenge to reprovide the South Works would be the construction of chemical house (named
as Water Treatment Works Logistics Centre), Administration
Building cum Mainland East Laboratory
including visitor facilities, and washwater equalization tanks for the existing North Works at a new location before the area can be demolished for
the reprovisioning works to proceed. This will require careful
planning and sequencing to ensure unfettered operation of the existing
North Works during
that time. The major construction
activities as below are to be carried out sequentially. Details of the
construction sequence are presented in Appendix 2.1.
·
Construction of
retaining wall and new access road;
·
Construction of
new chemical house;
·
Demolition of
existing South Works;
·
Construction of washwater equalization facilities;
·
Demolition of
existing chemical
house (named as Water Treatment Works Logistics Centre);
·
Demolition of
existing washwater recovery tanks;
·
Construction of Administration Building cum Mainland
East Laboratory with
visitor facilities;
·
Construction of
the South Works (except Stage 2 filters);
·
Demolition of
existing administration building;
·
Construction of
Stage 2 filters; and
·
Paving of access
road.
3.3.7
The complexities of the small site and sequencing of works required to
maintain water supply whilst reprovisioning the site facilities are described
above. However, the following measures
as stated in sections 3.3.8 and 3.3.9 were considered and implemented into the project design, method and
programme in order to minimise environmental impacts.
3.3.8
In order to minimise the loss of woodland habitat, the slope
stabilisation works at the northern boundary of the works area and
the cut-back of the existing engineered slope to the west of the clarifiers, were revised to incorporate
retaining walls instead of soils nails as originally planned.
3.3.9
Careful consideration has been made for constructing a new access road at the
northern boundary of the works area to separate traffic to the works area and
the North Works during the construction phase in order to maintain normal operation of chlorine
transportation to the undisturbed Chlorination House.
~ End of Section 3 ~