Table 12.1 Implementation Schedule for Noise Control
EIA
Ref.# |
EM&A
Log Ref |
Environmental
Protection Measures / Mitigation Measures |
Location/
Timing |
Implementation
Agent |
Implementation
Stages[1] |
Relevant
Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
Construction
Phase |
|||||||||
Sec 5.5.9 – 5.5.10 |
Sec 3.2.15 - 3.2.17 |
·
Use
of quiet PME ·
Use of
3m high movable noise barrier |
Contractor |
|
a |
|
|
EIAO-TM |
|
Sec 5.5.9 – 5.5.10 |
Sec 3.2.15 - 3.2.17 |
·
Scheduling
of work. Equipment to be shielded : compressor,
water pump, concrete pump, generator, various hand tools, saw, excavator,
loader, truck mixer, mobile crane, vibrator and breaker. |
For the
examination periods of schools |
Contractor |
|
a |
|
|
EIAO-TM |
Sec 5.10.2 |
Sec 3.2 |
·
A limited
amount of day-time noise monitoring for 30 active minutes on a bi-weekly
basis shall be carried out at noise monitoring locations. |
The
preferred locations will be at Yau Tong Estate
(Phase 2), Eastern Harbour Crossing Site (Phase 2) and the new school at Yau Tong Estate (South)/ construction phase |
Contractor |
|
a |
|
|
EIAO-TM |
Operational
Phase |
|||||||||
Sec 5.6.13 |
Sec 3.3 |
·
Setback
of the schools - Minimum 15m from ·
Setback
of the residential blocks - Minimum 30m from - Minimum 30m from |
Developer |
a |
|
a |
|
EIAO-TM |
|
Sec 5.6.13 |
Sec 3.3 |
·
Podium
edge noise barriers ·
Purpose-built
noise barriers |
Developer /Development Management Group[2] |
a |
|
a |
|
EIAO-TM |
|
Sec 5.6.13 |
Sec 3.3 |
·
Provision
of upgraded glazing and air-conditioners |
Developer |
a |
|
a |
|
EIAO-TM |
Table 12.2 Implementation Schedule for Air Quality Control
EIA
Ref # |
EM&A
Log Ref |
Environmental
Protection Measures/ Mitigation
Measures |
Location/
Timing |
Implementation
Agent |
Implementation
Stages* |
Relevant
Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
|
|
General Site Management · The Contractor shall at all time prevent
dust nuisance as a result of construction activities. The air control system
installed shall be operated whenever the plants in operation. · Careful sitting of construction
activities which generate substantial amount of dust can effectively reduce
the overall impact. · No free falling construction debris
should be allowed; debris should be let down by hoist or enclosed tunnel to
the ground. · Frequent watering for particularly dust
areas. The frequency of application in order to achieve effective dust
control will depend upon local conditions such as rainfall, temperature, wind
speed and humidity. It is important to avoid overwatering
or allowing surface layer of material to become dried out such that
sufficient adhesion can be maintained to percent dust emissions. · Follow mitigation measures as laid out in
Air Pollution Control (Construction Dust) Regulation. Environmental
Monitoring and Audit · EM&A exercise for dust monitoring
should be conducted as detailed in the EM&A manual. |
Throughout the construction site / During the development
construction |
Project proponent and contractor |
|
a |
|
|
|
|
|
Vehicles and
Unpaved Site Roads · Regular watering should be employed with complete
coverage during construction phase to reduce dust emission from unpaved
roads. · Speed controls for vehicles on unpaved
site roads and movement of vehicles should be confined to designed roadways
within the site. · Where feasible, routing of vehicles and
positioning of construction plants should be at a maximum possible distances
from sensitive receivers. · All dusty vehicle loads transported to,
from and between site locations should be covered by tarpaulin. · Vehicle wheel and body washing stations should
be established at exit points of site and public roads, combined with
cleaning of public roads wherever necessary and practical. Aggregate Storage and Handling · When stockpiling of construction material
or debris is inevitable, materials should be enclose and covered up. · Provide wind breaks and covering the
exposed material with tarpaulin. · Watering the storage piles and during
aggregate handling operations. ·
Whenever possible, materials should be damped prior to
handling. ·
Handling procedures should be developed to cause
minimal disturbance. ·
Use screening lower wind speed in the site area and
thus reduce dust generation. |
Throughout the
construction site / During the development construction |
Project proponent and contractor |
|
a |
|
|
|
|
|
Odour Control Measures · An activated carbon filter at the exhaust of the temporary sewage retention tank to an efficiency of 99% Buffer for I/R Interface Same
mitigation measures as noise impact |
|
|
a |
|
a |
|
|
Table 12.3 Implementation Schedule for Water Quality Control
EIA
Ref.# |
EM&A
Log Ref |
Environmental
Protection Measures/ Mitigation
Measures |
Location/
Timing |
Implementation
Agent |
Implementation
Stages* |
Relevant
Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
Sec 6.9 |
Sec 4.2 |
·
Septic tanks or chemical toilets should be used as far as
practicable. Grease traps for
wastewater generated from the canteen, should also be provided. Any such treatment facilities should be
frequently maintained to ensure proper function. Production water should be re-cycled to
minimise the wastewater discharge, where possible. ·
Provision of perimeter channels to intercept storm-runoff from
outside the site. These should be
constructed in advance of site formation works and earthworks; ·
Sand/silt removal facilities such as sand traps, silt traps and
sediment basins should be provided to remove the sand/silt particles from
run-off. These facilities should be properly
and regularly maintained; ·
Careful programming of the works to minimise soil excavation
works during rainy seasons; ·
Exposed soil surface should be protected by shotcrete
or hydroseeding as soon as possible to reduce the
potential of soil erosion; ·
Temporary access roads should be protected by crushed gravel and
exposed slope surfaces should be protected when rainstorms are likely; · Trench excavation should be avoided in the wet season, and if necessary, these should be excavated and backfilled in short sections; ·
Open stockpiles of construction materials on site should be
covered with tarpaulin or similar fabric during rainstorms; ·
Storage tanks and drums shall be stored in bunded
area with 110% of the tank and drum capacity.
All storage tanks shall be fitted with high level alarms and leak
detector systems. Drainage from bunded area shall be directed by a sump to oil
interceptors with sufficient capacity to retain major spill; and ·
Open refuelling area, maintenance area and parking area shall be
on hard-standing area with perimeter channels directed to stormdrain
via petrol interceptor. |
Work site/ During the construction period (2005-2015) |
Contractor |
|
a |
|
|
PN/94 |
Sec 6.9 |
Sec 4.2 |
·
During
excavation works, no groundwater shall be discharged into the stormwater drains or marine waters. Groundwater shall be re-discharged back
into the ground by the recharge well method. |
Work site/ During the construction period (2005-2015) |
Contractor |
|
a |
|
|
|
Sec 6.9 |
Sec 4.3 |
·
Runoff generated from the new development shall be controlled
and routed via sediment basins or silt traps to minimise pollution load to |
Work site/ During detailed design stage |
Project Proponent responsible for
implementation |
a |
|
|
|
|
Sec 6.9 |
Sec 4.2 |
Design
consideration for Cha Kwo Ling Saltwater Intake
should this be reprovisioned or upgraded in the
future under the proposed Full Reclamation option: ·
Intake level is recommended to be located at below -2.0 mPD to avoid abstracting the surface sewage plume from
the Yau Tong Sewage Pumping Station emergency
outfall at Ko Fai Road;
and ·
Optimal intake configuration should be reviewed and decided at
the detailed design stage. |
Cha Kwo Ling
Saltwater Intake / During detailed design stage |
Not known at this stage |
a |
|
|
|
|
Sec 6.9 |
Sec 4.3 |
An on-site retention tank for the sewage from the
proposed YTB Development shall be provided as a contingency measure to
mitigate the potential shortfall in sewerage capacity, if the development
population intake is prior to the completion of the upgrading of the public
sewerage systems. The measure shall be
reviewed at the detailed design. If
retention tank is provided, stand-by pumps and dual-power supply shall be
installed to ensure reliable operation of the retention tank and to minimise
overflow. If the retention tank is not
manned 24 hours, telemetry system shall be provided to other 24 hours
facilities to ensure the operation of the retention tank will be monitored
continuously and any malfunctioning of the retention tank will be readily
detected and rectified |
Work site/ During detailed
design stage |
Project Proponent responsible for
implementation |
a |
|
|
|
|
- |
Sec 4.4 |
Upon completion of all marine-based
construction activities, a post-project monitoring exercise on water quality
shall be carried out for 4 weeks in the same manner as the impact monitoring,
plus monitoring of ammoniacal nitrogen and E.coli. The
necessity of additional 6-month post-project water quality monitoring will be
subject to the results obtained after the 4-week monitoring period at the Cha
Kwo Ling Saltwater intake. For other sensitive receivers, a 4-week
post-project monitoring period will be adequate. Details of monitoring are provided in the
EM&A Manual of the Yau Tong Bay Development,
Reclamation of Yau Tong Bay, Environmental Impact
Assessment Study. |
Work site / Within six months after the
completion of marine works |
Project proponent and contractor |
|
ü |
|
|
|
Sec 6.9 |
- |
Establish communication procedure
between WSD and DSD for dealing with the event of potential emergency sewage
discharge at the Yau Tong sewage pumping
station. DSD should
inform WSD of the details of such discharge through the emergency outfall,
e.g. volume, timing and duration, in advance where possible. DSD should minimize the discharge and
liaise with WSD to avoid discharge during peak operation hours of WSD’s saltwater pumping station. |
During detailed design stage |
Project proponent and contractor, DSD and WSD |
|
|
ü |
|
|
# All
recommendations and requirements resulted during the course of EIA/EA Process,
including ACE and/or accepted public comment to the proposed project.
* Des
- Design, C - Construction, O - Operation & Dec – Decommissioning
Table 12.4 Implementation Schedule for Waste Management
EIA
Ref.# |
EM&A
Log Ref |
Environmental
Protection Measures / Mitigation
Measures |
Location/
Timing |
Implementation
Agent |
Implementation
Stages* |
Relevant
Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
||||||
Sec 7.3 |
Sec
5.2 |
·
Nomination of a site manager to be responsible for good site
practice, arrangements for collection and effective disposal to an appropriate
facility, of all wastes generated at the terminal; ·
Training of site personnel in proper waste management and
chemical handling procedures; ·
Provision of sufficient waste disposal points and regular
collection for disposal; ·
Appropriate measures should be employed to minimise windblown
litter and dust during transportation of waste by either covering trucks or
by transporting wastes in enclosed containers; ·
Separation of chemical wastes for special handling and
appropriate treatment at the chemical waste treatment facility; ·
Regular cleaning and maintenance programme for construction
plant and equipment, drainage systems, sumps and oil interceptors; ·
Plan and stock construction materials carefully to minimise
amount of waste generated and avoid unnecessary generation of waste; · Procedures such as a trip ticket system should be developed to monitor the disposal of C&D material and solid wastes at public filling areas and landfills, and to control fly-tipping. |
Work
site/ During
the construction
period (2005
-2015) |
Contractor
responsible for implementation |
|
a |
|
|
|
|
|
·
Construction
and demolition materials should be sorted on site
into inert (public fill) and non-inert fraction (C&D waste) for reuse
and recycling as far as practical. The
C&D waste should be reused or recycled as far as practicable to minimise
the waste load to the landfill sites, whilst the public fill (such as soil,
rock, asphalt, concrete, brick building debris, etc.) should be reused on
site as far as possible and the surplus delivered to public fills or other
reclamation sites; ·
Provision
of an enclosed transfer facility for storage and
containment; ·
Refuse
containers such as open skips should be provided
at every work site for use by the workforce. Putrescible
wastes should not be stored for a period exceeding 48 hours, however,
removal every 24 hours is preferable; ·
Human
waste should be discharged into septic tanks
provided by the Contractors and be removed regularly by a hygiene services
company; ·
Drainage
serving an open oil or petrol filling point or from vehicle and plant
servicing areas shall be connected to the site drainage system via a
petrol/oil interceptor with storm water bypass; and · Preparation for accidental spill and emergency action plans, including details for communications and alarm systems, evacuation procedures, fire control equipment, water supply and containment procedures and materials. |
|
|
|
|
|
|
|
Sec 7.4 |
Sec 5.2 |
·
Refuse collection chambers (RCC) should be provided for the residential
development as well as the office/retail development. |
Work site/ During detailed design stage |
Project Proponent responsible for implementation |
a |
|
|
|
|
# All
recommendations and requirements resulted during the course of EIA/EA Process,
including ACE and/or accepted public comment to the proposed project.
* Des - Design, C - Construction, O -
Operation & Dec – Decommissioning
Table 12.5 Implementation Schedule for Landscape and Visual Mitigation Measures
EIA
Ref # |
EM&A
Log Ref |
Environmental
Protection Measures / Mitigation
Measures |
Location/
Timing |
Implementation
Agent |
Implementation
Stages* |
Relevant
Legislation and Guidelines |
|
||||||
Des |
C |
O |
Dec |
|
|||||||||
Sec 9.9.1 |
|
·
Control
of night time lighting · Erection of Decorative Screen Hoarding |
Work Site/ construction phase |
|
a |
|
|
|
|
||||
Sec 9.9.3 |
|
·
Design
to provide high quality landscape treatment and to create a distinctive
character for the new development ·
Design
of promenade to maximize the recreational use of the seafront and improve the
interface between land and sea ·
Design
of roadside landscape to create a comfortable pedestrian environment ·
Design
of the setting and layout of buildings to define and create comfortable
external space ·
Provision
of convenient pedestrian linkages between all open spaces to provide a
continuous landscape framework ·
Provision
of convenient pedestrian linkages to existing and proposed urban framework
adjoining the site to facilitate accessibility to the distinct open space and
promenade ·
Provision
of an uninterrupted continuous pedestrian link from the future Yau Tong MTR Station to the waterfront promenade so as to
improve the accessibility from hinterland to the waterfront. ·
Use
of landscape podium decks to improve pedestrian linkage to the proposed MTR
Station |
Work Site/ During detailed design
stage |
a |
|
|
|
|
|
||||
|
|
·
Introduction
of earth mounds planting area to introduce landscape interest in topography
on the flat reclaimed land and to provide natural visual and/or noise banzer ·
Programming
for advance, planting to allow more time for plant establishment ·
Design
of view corridors to the harbour to improve the visual permeability of the
harbour view to the space and buildings away from the seafront. ·
Provision
of sky garden to improve the permeability and to reduce walling effect of the
built development. ·
Provision
of set back of the building block from sensitive receivers as visual buffer. ·
Location
of landmark at strategic model point to enhance the view of the built form.
Features to be added to breakdown the scale of the office towers. ·
Careful
selection of colour rendering and external finishes material of the towers to
minimize visual impacts. ·
Careful
design of road and elevated structure to limit visual impacts. ·
Careful
design and colour rendering of noise barriers to limit visual impacts. Transparent panels to be adopted to
minimise the visual impact, and these to be integrated with the fence wall /
podium design. ·
Integration
of the residential towers with well-designed roof feature stepping down from
inland toward waterfront. ·
Integrate
design of the building element with landscape. |
|
|
|
|
|
|
|
||||
Sec 9.9.4 |
|
·
Screen
planting around the site to limit the impacts of elevated structures ·
Landscape
buffers and planting in and around the development itself to screen partially
close view of the site. ·
Colour
rendering of the towers ·
Linkage
of landscaped garden with waterfront promenade. ·
Screen
planting around the potentially relocated saltwater pumping station at
waterfront promenade if it is the intention of WSD to relocate the existing
Cha Kwo Ling Saltwater Pumping Station.. |
Work Site/during development construction stage |
Contractor |
|
a |
a |
|
|
||||
# All
recommendations and requirements resulted during the course of EIA/EA Process,
including ACE and/or accepted public comment to the proposed project.
·
Des - Design, C - Construction, O -
Operation & Dec – Decommissioning