TABLE OF CONTENT
List of
Appendices |
|
Summary of Environmental Impacts |
|
Key Assessment Assumptions, Limitations of Assessment Methodologies and Prior Agreements with the Director |
List of Tables
Table 11.1 Summary of Key
Environmental Outcomes and Benefits
¡P Air Quality Impact
¡P Noise Impact
¡P Water Quality Impact
¡P Waste Management Implications
¡P Land Contamination
¡P Landscape and Visual Impacts
Table 11.1 Summary of Key
Environmental Outcomes and Benefits
Environmental Issue |
Description |
Environmental / Social Benefits of
the Project |
¡P
The Project is designed to alleviate the forecast traffic
demand from the ongoing WKCD development and also the elevated Nga Cheung
Road roundabout, which is already congested by providing connection to the
at-grade road at the WKCD and the West Kowloon Highway (Route 3 ¡V West
Harbour Crossing Tunnel Area). ¡P
With the introduction of a single ramp connecting to the Museum
Drive at the WKCD, it will help
to disperse traffic away from the busy elevated junction of Jordan Road / Nga
Cheung Road and also provide a short cut between the Kowloon Station Topside
Developments and the West Kowloon Highway.. |
Environmentally
Friendly Design and Options |
¡P
Avoidance of Encroachment of Project Road Alignment into
Potentially Contaminated Area at the New Yau Ma Tei Public Cargo Working Area ¡P
Adoption of environmentally friendly construction method. ¡P
Implementation of trip-ticket system ¡P
Implementation of EM&A System. |
Air
Quality Impact |
Construction Phase: ¡P
Potential dust impact generated from construction
activities, such as site clearance (including demolition of existing
carriageways), minor excavation with limited backfilling, and wind erosion of
exposed area, and emission from Powered Mechanical Equipment (PME) would not
be significant. With
implementation of suitable practice and mitigation measures, potential
impacts on the representative ASRs would not be significant and would be
controlled to within relevant standards. Operation Phase: ¡P
The ¡§Revised Austin Road Flyover¡¨ would
improve annual average NO2 concentrations at the identified
ASRs. There would be a decrease
in annual average NO2 concentration compared to the ¡§Original
Austin Road Flyover¡¨ Scenario which indicated the Project would bring improvements
in terms of air quality aspect and no adverse impact would be generated due
to the Project during the operation phase. The exceedances of annual average NO2
concentrations predicted at some existing and planned representative ASRs are
mainly resulted from the relatively high concentration of background air
pollution in this area. In
addition, the predicted 19th highest hourly average NO2,
10th daily average and annual average RSP and FSP concentrations
at all representative ASRs would comply with the respective AQOs. |
Noise
Impact |
Construction Phase: ¡P
Potential source of noise impact during construction phase
of the Project would be the use of PME for various construction
activities. Major construction
works of the Project include site clearance (including
demolition of existing carriageways), foundation and superstructure works of the proposed road
works. No exceedances of
construction noise criteria would be predicted. Therefore, adverse construction noise
impact arising from the Project would not be anticipated. Operation Phase: ¡P
All NSRs would be exposed to a noise level exceeding the
noise criteria. The exceedances
dominantly contributed by the other existing roads. The contributions from the Project
Roads at all representative NSRs are all less than 1.0 dB(A) and all the
predicted noise levels of the Project Roads comply with the noise
criteria. Therefore, adverse road
traffic noise impacts arising from the Project at the representative NSRs
would not be anticipated. |
Water
Quality Impact |
Construction Phase: ¡P
The key issues from the land-based construction works
include wastewater generated from the general construction activities,
construction site runoff, sewage from construction workforce and accidental
spillage of chemicals. The
potential water quality impacts could be mitigated and controlled by
implementing the recommended mitigation measures, no adverse water quality
impact is expected due to the land-based construction works. Operation Phase: ¡P
The only source of potential adverse water quality impact
in the operation phase is identified as surface runoff from the minor additional
paved areas. The associated water
quality impact is expected to be minimal and acceptable, provided that the recommended
mitigation measures for the drainage system are properly implemented. |
Waste
Management Implications |
Construction Phase: ¡P
Waste types generated by the construction of this Project
include C&D materials, chemical wastes and general refuse. Provided that these wastes are
handled, transported and disposed of according to the recommended good site
practices, adverse environmental impacts are not expected. Operation Phase: ¡P
It is expected that no waste will be generated during the
operation phase of the Project. As such, it is considered that there should be no adverse
environmental impacts. |
Land
Contamination |
¡P
Based on the findings of the site appraisal, adverse land
contamination impact arising from the Project is not anticipated. The
submission of CAP, CAR, RAP and RR are considered not necessary. |
Landscape
and Visual Impacts |
¡P
It is
considered that the residual landscape and visual impact is acceptable with
mitigation measures implemented during construction and operation phases. |