5.             Summary of Potential Impacts

 

An Environmental Impact Assessment (EIA) has been prepared to provide information on the nature of environmental impacts likely to arise from the construction, operation and decommissioning of the proposed concrete batching plant at Telegraph Bay. The EIA has also assessed the acceptability of the identified environmental impacts on representative sensitive receivers (SRs) following the implementation of the proposed mitigation measures. 

 

The assessment methodologies adopted for the study follow the guidelines as outlined in the Technical Memorandum on Environmental Impact Assessment Process. Quantitative assessments have been carried out with the use of computer models and standard theoretical principles, which are accepted by the Environmental Protection Department. The environmental assessment findings accurately reflect the potential environmental impacts associated with the proposed concrete batching plant.

 


5.1          Air Quality Impacts

 

5.1.1        Construction Phase

 

As the construction period of the concrete batching plant is short (< 120 days) and the amount of excavated material is small (approximately 1200m3), the impact arising from the construction phase of the plant is not considered significant.

 

5.1.2        Operational Phase

 

During operation phase, the concrete batching plant should strictly follow the requirements stipulated in the Best Practicable Means Requirement for Cement Works (Concrete Batching Plant) and the Air Pollution Control (Construction Dust) for dust control. Besides, the following practices will also be incoporated:

·         Dust collectors will be sized to exceed the requirement of the Specified Processes Regulation.

·         For Stage 1, the cement tankers will be working inside enclosure with cladding to reduce air emission.

·         For stage 2, cement will be transferred directly from barges to the plant. There is no need for cement tankers for intermediate transfer.With the built-in dust suppression measures for the batching plant, the modelling results indicate that the net TSP hourly and daily concentrations at the representative air sensitive receivers (ASRs) are well below the EIAO-TM Criterion for 1-hour TSP and Air Quality Objective (AQO) respectively. However, the cumulative TSP concentrations are expected to exceed the TSP criteria at some of the ASRs, taking into account the concurrent construction works at the site.

 

With the implementation of the mitigation measures at the concrete batching plant and the concurrent construction site at the Telegraph Bay, the predicted cumulative 1-hour and 24 hour TSP concentration are expected to comply with the Air Quality ObjectivesThrough the implementation of additional dust suppression measures such as speed control of dump trucks and increased watering of the site and haul roads, however, the cumulative TSP concentrations at all ASRs would comply with the criteria.

 

                Figure 3 shows the locations of the representative air sensitive receivers.

 

5.2          Noise Impacts

 

5.2.1        Construction Phase

 

Taking into account the concurrent construction activities, the cumulative noise levels of the construction of the  proposed concrete batching plant at certain noise sensitive receivers (NSRs), including domestic premises and educational institutions, would exceed the respective construction noise limits. MSeveral mitigation measures or combinations of measures have been evaluated to reduce the identified impacts, including:

 

·         use of silenced Powered Mechanical Equipment (PME);

·         good site practices.

 

With the implementation of the suggested mitigation measures, the predicted noise levels during the construction of the proposed concrete batching plant at the nearby domestic premises, as well as the schools (during normal hours and examination period), would comply with the noise criteria.

With the implementation of the suggested mitigation measures, the predicted noise levels at the nearby domestic premises, as well as the schools (during the normal teaching period), would comply with the criteria. However, minor residual impacts would occur on some schools during the school examination period. In order to avoid the potential cumulative noise impact on school, the construction activities should be scheduled so as to avoid carrying out concurrently during the examination periods of these two schools.

 

5.2.2        Operation Phase

 

The noise impact arising from the operation of the concrete batching plant is small, and the cumulative effects minor.The cumulative noise levels due to the operation of the concrete batching plant would also exceed the noise limits. Mitigation measures, similar to those applied in the construction phases, will also be incoporated.

 

·         use of silenced Powered Mechanical Equipment (PME);

·         good site practices.

 

With the implementation of the suggested mitigation measures, the predicted noise levels during the operation of the concrete batching plant at the nearby domestic premises, as well as the schools (during normal hours and examination period), would comply with the noise criteria.

 

Figure 4 shows the locations of the representative noise sensitive receivers.

 

5.3          Waste Impacts

 

5.3.1            Construction Phase

Construction activities to be carried out for the Cyberport development will result in the generation of a variety of wastes and materials, which can be divided into distinct categories, based on their composition and ultimate method of disposal.  The identified waste types include:

 

·         excavated materials;

·         construction and demolition (C&D) material;

·         chemical wastes; and

·         general refuse.

 

If not properly managed, the handling and disposal of these wastes may cause environmental nuisance and impacts.

 

5.3.2        Operation Phase

 

A concrete recycling machine will be installed on-site to recycle concrete waste in order to reduce material consumption and waste generation.  Concrete waste material will be broken down into slurry water and aggregates.  Sludge will be generated during the recycling process and will require off-site disposal. 

 

The other waste arising during the operational phase would be chemical wastes, such as fuel and lubrication oils, used by the loaders and trucks. 

 

Diesel fuel will be stored in drums and in a completely bunded area as per government safety regulations.  Used oils will be stored in containers and disposed off-site by licensed contractors. Provided that the storage and disposal of chemical wastes are in accordance with the requirements, adverse environmental impacts are not expected.

 

5.3.3        Mitigation Measures

 

Table 21 provides a summary of the various waste types likely to be generated during the construction and operation of the concrete batching plant, together with the recommended handling and disposal methods.

 

With the provision of adequate waste collection, treatment and disposal facilities, and implementation of the recommended mitigation measures, there will not be any unacceptable residual waste impacts.

 

Table 21                   Summary of Waste Handling Procedures and Disposal Routes

 

Waste Type

Handling

Disposal

Excavated Material

 

Off-site disposalRe-use on site

 

Not Applicable

 

Chemical Wastes

Recycle on-site or by licensed companies

 

Stored on-site in accordance with government regulations

 

By licensed contractor to facility licensed to receive chemical waste, such as Chemical Waste Treatment Facility

General Refuse

Provide on-site refuse collection facilities

 

Refuse station for compaction and containerisation and then to landfill

Private hygiene company

 

 

 

5.4          Water Quality Impacts

 

5.4.1        Construction Phase

 

                Construction Runoff and Drainage

 

During site formation works, soil surfaces would be exposed and an elevated level of suspended particles would be present in the surface run-off.  As the proposed site for the concrete batching plant is located near the seawall, the coastal waters could potentially be impacted by sediment laden and polluted runoff if construction runoff from the site is uncontrolled. Sources of water pollution include release of grouting and cement materials with rain wash, wash water from dust suppression sprays, and fuel, oil and other lubricants from maintenance of construction vehicles and mechanical equipment. 

 

Mitigation measures should be implemented to control construction site runoff, and to minimise the chances of introducing sediment and pollutants into the nearby coastal waters. With the implementation of adequate construction site drainage and the provision of sediment removal facilities, it is expected that unacceptable water quality impacts would not arise.

 

General Construction Activities

 

Uncontrolled discharge of debris and rubbish, such as packaging and used construction materials, could result in floating refuse with associated impacts on the aesthetic quality of the coastal waters; and spillage of liquids stored on-site, such as oil, diesel and solvents etc, are likely to result in water quality impacts if they enter the water column.

 

Good construction practices and site management measures should be observed to ensure that rubbish, fuels and solvents do not enter the nearby coastal waters.  Open drainage channels and culverts near the works areas should be covered to block the entrance of large debris and refuse.

 

Sewage Effluent

 

Domestic sewage would be generated from the workforce during the construction phase.  It is unlikely that sewage generated from the site would have a significant water quality impact, provided that sewage is not discharged directly into storm water drains adjacent to the construction site.  Temporary sanitary facilities such as portable chemical toilets should be used on-site and properly maintained.

 

5.4.2        Operation Phase

 

All water used within the concrete batching plant will be collected, stored and recycled to reduce resource consumption. This includes water used in the concrete batching process, trunk cleaning, yard cleaning and spraying.  As no wastewater will be discharged outside the boundary of the plant, there will not be any potential water quality impacts associated with the operation of the facility. 

 

5.5          Visual Impacts

 

The sensitive receivers to the concrete batching plant will be Baguio Villa, Aegean Terrace and Pok Fu Lam Garden and Chi Fu Fa Yuen.

 

As Pok Fu Lam Garden and Aegean Terrace are located at higher levels, the plant will not block the view of these receivers towards the existing landscape features.

 

The size of the Stage 2 concrete batching plant is 95m ´ 45m ´ ~24m. As the heights of the lower floors in Baguio Villa are around 30-40 mPD. The plant will only obstruct a very small part of the view of the sensitive receivers in the lower floors of Baguio Villa during the operation stage. The proposed concrete batching plant is only a small, temporary, low-rise structure near the seawall of a large construction site at Telegraph Bay. At present, it is partially screened by an existing earth mound. By the time the office blocks in Cyberport Phases C1,  C2 and C3 are erected, the plant will be further screened from the views of the nearby sensitive receivers. As such, it is not expected to have a significant visual impact on sensitive receivers in the neighbourhood.When the main construction contracts starts, buildings will be erected on the site, and these will reduce the view from the sensitive receivers in Baguio Villa and the visual impact of the concrete batching plant will be much reduced. Therefore, the impact of the concrete batching plant on the sensitive receivers can be considered as minor.  A photomontage of the proposed stage 2 concrete batching plant as viewed from Baguio Villas is shown in Figure 5.

 

In order to increase the visual compatibility of the concrete batching plant, it is suggested to paint reflective surfaces and the external façade into dull green.

 

The construction of the plant is temporary and will be decommissioned after the project is finished. It will have no permanent effect on the sensitive receivers.

 

5.6          Environmental Monitoring and Audit (EM&A)

 

The environmental monitoring and audit (EM&A) programme and Manual, which are currently being implemented on-site are applicable and adequate for this Project.An Environmental Monitoring and Audit programme has been recommended during construction and operation of the concrete batching plant. The EM&A requirements cover air quality, noise, water quality, waate management. With the inclusion of the recommended EM&A requirement into the work programs, it is anticipated that the construction and operation of the concrete batching plant can be carried out with full compliance of the standards set by the EIA Technical Memorandum.