1      INTRODUCTION.. 1-2

1.1       Purpose of the Manual 1-2

1.2       Project Description. 1-2

1.3       Environmental Monitoring and Audit Requirements. 1-7

1.4       Project Organisation. 1-10


1.         INTRODUCTION

1.1              Purpose of the Manual

1.1.1        The purpose of this Environmental Monitoring and Audit (EM&A) Manual is to guide the set up of an EM&A programme to ensure compliance with the Environmental Impact Assessment (EIA) study recommendations, to assess the effectiveness of the recommended mitigation measures and to identify any further need for additional mitigation measures or remedial action.  This Manual outlines the monitoring and audit programme for the construction and operation of the proposed Wan Chai Development Phase II and Central-Wan Chai Bypass (WDII & CWB).  It aims to provide systematic procedures for monitoring, auditing and minimising environmental impacts associated with construction works and operational activities.

1.1.2        Hong Kong environmental regulations and the Hong Kong Planning Standards and Guidelines have served as environmental standards and guidelines in the preparation of this Manual.  In addition, the EM&A Manual has been prepared in accordance with the requirements stipulated in Annex 21 of the Technical Memorandum on the EIA Process (EIAO-TM).

1.1.3        This Manual contains the following information:

·                   responsibilities of the Contractor, the Engineer or Engineer’s Representative (ER), Environmental Team (ET), and the Independent Checker (Environment) (IC(E)) with respect to the environmental monitoring and audit requirements during the course of the project;

·                   project organisation for the project;

·                   the basis for, and description of the broad approach underlying the EM&A programme;

·                   requirements with respect to the construction programme (as stated in Volume 5, Appendix 2.5 of the EIA Report) schedule and the necessary environmental monitoring and audit programme to track the varying environmental impact;

·                   details of the methodologies to be adopted, including all field laboratories and analytical procedures, and details on quality assurance and quality control programme;

·                   the rationale on which the environmental monitoring data will be evaluated and interpreted;

·                   definition of Action and Limit levels;

·                   establishment of Event and Action plans;

·                   requirements for reviewing pollution sources and working procedures required in the event of non-compliance with the environmental criteria and complaints;

·                   requirements for presentation of environmental monitoring and audit data and appropriate reporting procedures; and

·                   requirements for review of EIA predictions and the effectiveness of the mitigation measures / environmental management systems and the EM&A programme.

1.1.4        For the purpose of this manual, the ET leader, who shall be responsible for and in charge of the ET, shall refer to the person delegated the role of executing the EM&A requirements.

 

1.2              Project Description

Site Location and Study Area

1.2.1        The Project is located mainly in Wan Chai North, Causeway Bay and North Point, and is demarcated by Gloucester Road and Victoria Park Road to the south, Fenwick Pier Street to the west and Tong Shui Road Interchange to the east, as shown in Figure 1.1.

1.2.2        The study area encompasses existing developments along the Wan Chai, Causeway Bay and North Point shorelines.  Major land uses include the Hong Kong Convention & Exhibition Centre (HKCEC) Extension, the Wan Chai Ferry Pier, the ex-Wan Chai Public Cargo Working Area (ex-PCWA), the Royal Hong Kong Yacht Club (RHKYC), the Police Officers' Club, the Causeway Bay Typhoon Shelter (CBTS) and commercial and residential developments.

Project Scope

1.2.3        The scope of the Project comprises:

(i)                Land formation for key transport infrastructure and facilities, including the Trunk Road (i.e. CWB) and the associated slip roads for connection to the Trunk Road and for through traffic from Central to Wan Chai and Causeway Bay.  The land formed for the above transport infrastructure will provide opportunities for the development of an attractive waterfront promenade for the enjoyment of the public.

(ii)                        Reprovisioning / protection of the existing facilities and structures affected by the land formation works mentioned above.

(iii)                      Extension, modification, reprovisioning or protection of existing storm water drainage outfalls, sewerage outfalls and watermains affected by the revised land use and land formation works mentioned above.

(iv)                      Upgrading of hinterland storm water drainage system and sewerage system, which would be rendered insufficient by the land formation works mentioned above.

(v)                        Provision of the ground level roads, flyovers, footbridges, necessary transport facilities and the associated utility services.

(vi)                      Construction of the new waterfront promenade, landscape works and the associated utility services.

(vii)                    The Trunk Road (i.e. CWB) within the study area and the associated slip roads for connection to the Trunk Road.

Designated Projects under the EIAO

1.2.4        The proposed Project is an engineering feasibility study of an urban development project with a study area covering more than 20 ha.  Under the EIAO, this Project is classified as a Schedule 3 Designated Project (DP) under item 1 of the Schedule 3 “Major Designated Projects Requiring Environmental Impact Assessment Reports”.  A detailed environmental assessment for approval by the Director of Environmental Protection (DEP) is required.

 

1.2.5        The Project also contains various Schedule 2 DPs that, under the EIAO, require Environmental Permits (EPs) to be granted by the DEP before they may be either constructed or operated.  Table 1.1 summarises the six individual DPs under this Project.  Figure 1.2 shows the locations of these Schedule 2 DPs.


Table 1.1         Schedule 2 Designated Projects under this Project

Item

Designated Project

EIAO Reference

Reason for inclusion

DP1

Central-Wanchai Bypass (CWB) including its road tunnel and slip roads

Schedule 2, Part I, A.1 and A.7

Trunk road and road tunnel more than 800 m in length

DP2

Road P2 and other roads which are classified as primary/district distributor roads

Schedule 2, Part I, A.1

Primary / district distributor roads

DP3

Reclamation works including associated dredging works

Schedule 2, Part I, C.1 and C.12

Reclamation more than 5 ha in size and a dredging operation less than 100 m from a seawater intake point

DP4

Temporary typhoon shelter

Schedule 2, Part I, C.5

A typhoon shelter designed to provide moorings for not less than 30 vessels

DP5

Wan Chai East Sewage Outfall

Schedule 2, Part I, F.5 and F.6

Submarine sewage pipelines with a total diameter more than 1,200 mm and include a submarine sewage outfall

DP6

Dredging for the Cross-harbour Water Mains from Wan Chai to Tsim Sha Tsui

Schedule 2, Part I, C.12

A dredging operation less than 100 m from a seawater intake point

 

1.2.6        Description of the six DPs are given below:

 

·                     DP1 - Central-Wanchai Bypass including its road tunnel and slip roads

 

The Trunk Road is a dual-3 carriageway defined from the connection with the existing Rumsey Street Flyover in Central, through to a connection with the existing IEC to the east of the CBTS.  At the Rumsey Street Flyover connection, a Central Interchange will provide connections into the Central area, and then the Trunk Road will drop down into tunnel and run along the Central shoreline, through CRIII, to the WDII project area.  In WDII area, the Trunk Road will continue in tunnel until it needs to rise onto elevated structure to connect with the elevated IEC.  Total Trunk Road length is around 4.5 km and the total tunnel length is around 3.5 km.  The section of Trunk Road within the study area is around 3 km and the tunnel length is around 2.5 km.  In the Wan Chai North and Causeway Bay area, the Trunk Road will be connected to the local road system by slip roads. 

 

As the CWB is a trunk road and its tunnel within the study area is longer than 800m, it is classified as DP under Schedule 2 Part I, A1 & A7.  The location of this DP1 is shown in Figure 1.2a. 

 


·                     DP2 - Road P2 and other roads which are classified as primary/district distributor roads

 

The major element of the future ground level road system is Road P2, which runs east-west from Central to connections with the existing road network in Wan Chai North.  Road P2 is a dual 2-lane primary distributor that serves both local east-west movements and the distribution of north-south traffic movements.

 

The Road P2 alignment has been planned to run over the top of the Trunk Road tunnel through CRIII and the HKCEC water channel, to the connection with Fleming Road, in order to minimise the overall road “footprint” and area of land sterilised by highway infrastructure.  New junctions are formed along Road P2 with the north-south roads. 

 

Along the Wan Chai shoreline, the existing Hung Hing Road in front of the Wan Chai North Public Transport Interchange (PTI) is realigned to connect with the new Road P2 / Fleming Road junction, but the current Hung Hing Road alignment further east in front of the Wan Chai Sports Ground is retained.  The length of the new Road P2 through WDII is approximately 0.6 km.  The new at-grade road network also provides connections to slip roads of the Trunk Road in Wan Chai North.  The total length of other new primary and district distributor road connecting to slip road of the Trunk Road is around 0.7 km.

 

Since these are primary / district distributor roads, they are classified as a DP under Schedule 2, Part I, A1.  The location of DP2 is shown in Figure 1.2b.

 

·                     DP3 - Reclamation works including associated dredging works

 

The project is driven by the need for the implementation of the Trunk Road, which will form an east-west strategic route through Central and Wan Chai to existing IEC.  Construction of this Trunk Road will, though, require permanent reclamation in the areas to the west of HKCEC, through the HKCEC water channel, along the Wan Chai shoreline and along the North Point shoreline.  Permanent reclamation is not required in the ex-Public Cargo working Area (PCWA) basin or in the CBTS. 

 

During the Trunk Road construction, temporary reclamation will be required in the ex-PCWA basin and the CBTS to facilitate cut-and-cover tunnel construction of the Trunk Road.  After construction of the Trunk Road, the temporary reclamation will be removed and the ex-PCWA basin and the CBTS will be reinstated. 

 

The total volume of sediments to be dredged and disposed is estimated to be approximately 1.15 Mm3.

 

The minimum area of permanent reclamation required is summarised as follows:

 

(i)         HKCEC West:                          3.7 ha

(ii)        HKCEC Water Channel:          1.6 ha

(iii)       Wan Chai Shoreline:                4.1 ha

(iv)       North Point Shoreline:             3.3 ha

 

The total reclamation area is 12.7 ha.  Since the reclamation is more than 5 ha in size, it is classified as a DP under Schedule 2, Part I, C1. 

 

For the mitigation of odour, dredging to remove the polluted sediments at the south-west corner of the CBTS will be carried out during the implementation of harbour-front enhancement and forms part of DP3. 

 

Further, as dredging will be carried out less than 100m from a seawater intake, it would also be classified as a DP under Schedule 2, Part I, C.12.  

 

The location of DP3 is shown in Figure 1.2c.

 

·                     DP4 – Temporary typhoon shelter

 

The construction of the Trunk Road tunnel beneath the CBTS will temporarily affect the existing moorings.  To maintain the operation of the CBTS during the construction period, it is necessary to reprovision a temporary typhoon shelter in the vicinity of the existing one.  The Project therefore includes a temporary typhoon shelter with around 4 ha temporary mooring area for not less than 30 vessels at the north of the existing typhoon shelter.  It involves the construction of a 400m long rubble mound breakwater some 180m offshore and parallel to the existing CBTS breakwater, together with 120m and 130m lengths of piled wave walls at the eastern and western ends of the sheltered mooring area respectively.  As such, it is classified as DP under Schedule 2 Part I, C.5.  The location of this DP4 is shown in Figure 1.2d.

 

·                     DP5 – Wan Chai East Sewage Outfall

 

The Wan Chai West Sewage Screening Plant will be decommissioned once flows have been diverted to the Wan Chai East Sewage Screening Plant.  The Wan Chai East Sewage Screening Plant will have adequate capacity to handle these flows.  However, in the longer term, the existing sewage outfall will need to be upgraded to handle the future design flows.  A new sewage outfall will be constructed under the project to replace and upgrade the existing Wan Chai East sewage outfall.  The configuration of the new sewage outfall will comprise a landfall section of 2,250mm diameter pipe with approximate length of 180m, and a marine section of twin 1,600mm diameter submarine pipelines of about 550m length.  As the twin submarine sewage pipelines comprise a total diameter more than 1,200mm and include submarine sewage outfall, it is classified as DP under Schedule 2 Part I, F.5 and F.6.  The location of this DP5 is shown in Figure 1.2e.

 

·                     DP6 – Dredging for the Cross-harbour Water Mains from Wan Chai to Tsim Sha Tsui

 

An existing cross harbour fresh water mains of about 1.1 km length and comprising twin 1,000 mm diameter steel submarine pipelines runs from Tsim Sha Tsui, along the west of the MTR Tsuen Wan Line to a landfall at the seafrontage north of the Wan Chai West Sewage Screening Plant, near Lung King Street.  The reclamation works could potentially damage the watermains and diversion of these mains will be necessary.  The total dredged volume for the construction of the cross-harbour watermain is estimated to be approximately 0.06Mm3.  As dredging for the installation of the new cross harbour watermains will be carried out less than 100m from a seawater intake, it is classified as DP under Schedule 2, Part I, C.12.  The location of this DP6 is shown in Figure 1.2f.

 


Construction Programme

1.2.7        The construction works are anticipated to commence on site in early 2009, with completion of the project by 2016.  A construction programme is presented in Appendix 2.5 of the EIA Report.

Related Projects

1.2.8        The following projects are related to the WDII project:

(i)                      Civil Engineering and Development Department's CRIII project, comprising reclamation along the Central waterfront for transport infrastructure needs (including CWB and NIL) and basic land use requirements. A section of CWB tunnel will also be constructed under CRIII project. Construction will take place from February 2003 to September 2012.

(ii)                     Trade Development Council’s Atrium Link Extension project, comprising a link bridge spanning across the water channel between the Hong Kong Convention and Exhibition Centre (HKCEC) Phase I and HKCEC Extension.   Construction will take place from May 2006 to March 2009.

 

1.3              Environmental Monitoring and Audit Requirements

1.3.1        The following sub-sections summarise the EM&A requirements recommended in the EIA Report.

 

Air Quality Impact

Construction Phase

1.3.2        The construction work will inevitably lead to dust (Total Suspended Particulates, TSP) emissions, mainly from excavation, truck haulage and material handling.  It is predicted that the dust generated will exceed the hourly and daily criteria of 500 mg m-3 and 260 mg m-3, respectively, at ASRs from Wan Chai to Causeway Bay.

1.3.3        Mitigation measures, including vehicle speed limit and a watering programme within the site, have been proposed and presented in the EIA Report.  With implementation of the proposed dust suppression measures, good site practices and comprehensive dust monitoring and audit, the TSP levels at all ASRs will comply with the dust criteria.  Dust monitoring requirements are recommended in Section 2 of this EM&A Manual to ensure the efficacy of the control measures.

 

Operational Phase

1.3.4        As presented in Volume 1, Section 3.7 of the EIA Report, the predicted air quality due to traffic emission in the study area complies with the AQO.  No mitigation measures or environmental monitoring are considered necessary during the operational phase of the Project.  Regarding the odour issue, this Project will not create any new odour source during operational phase.  However, odour nuisance associated with the Causeway Bay Typhoon Shelter is an existing environmental problem.  In order to improve the environment, this Project will take the opportunities to mitigate the potential sources of odour nuisance within the Project area so as to alleviate this existing environmental problem as well as to provide an acceptable environment for the future land uses within the project area. Enhancement measures have been formulated to alleviate this existing odour problem. To ascertain the effectiveness of the Enhancement Package over time, and to monitor any on-going odour impacts at the ASRs, annual monitoring of odour impacts is proposed during the operational phase of the Project.  

 

Noise Impact

Construction Phase

1.3.5        Construction noise impacts from this Project, in addition to the concurrent construction tasks of other projects such as CRIII and Hong Kong Convention and Exhibition Centre Atrium Link Extension (HKCEC ALE), are predicted at the NSRs identified in this EIA.  Appropriate mitigation measures, including movable noise barriers and reducing the percentage of on-time operation of the powered mechanical equipment, are required in order to alleviate the impacts to meet the EIAO-TM criteria.  Noise monitoring during construction phase will have to be carried out to ensure that such mitigation measures have been implemented properly.  Details are provided in Section 3 of this EM&A Manual.

Operational Phase

1.3.6        According to the assessment results, no adverse impact from the Project is expected on the representative NSRs.  Therefore, EM&A for operational noise impact is not required.

 

Water Quality Impact

Construction Phase

1.3.7        A water quality monitoring and audit programme will be conducted during dredging and filling operations to verify whether or not impact predictions are representative, and to ensure that the dredging and filling operations do not result in unacceptable impacts.  When monitoring shows unacceptable water quality impact, appropriate mitigation measures, such as changes in the operation of marine works, will be introduced.

1.3.8        Water quality monitoring should be carried out at selected potentially affected sensitive receivers, to assess whether or not impacts follow the predictions made in this EIA.  Section 4 of this EM&A Manual includes site-specific monitoring and auditing protocols for baseline and all stages of the dredging operations.  Such protocols include but are not limited to the locations of monitoring stations, parameters and frequencies for monitoring, monitoring equipment, data management procedures, and reporting of monitoring results.

1.3.9        Environmental audit specifications should be developed for all phases of the works, including procedures to ensure compliance with mitigation measures, environmental quality performance limits, and procedures for reviewing results and auditing compliance with specified performance limits.

 

Operational Phase

1.3.10    As adverse water quality impact will not be generated from the operation of the Project, operational water quality monitoring and audit is not considered necessary.


Waste Management

1.3.11    Waste management will be the contractor’s responsibility to ensure that all wastes produced during the construction of the Project are handled, stored and disposed of in accordance with EPD’s good waste management practices, and regulations and requirements.  The mitigation measures recommended include special procedures in handling contaminated sediment during disposal and transportation, good site management and reuse and recycling of construction and demolition material, should form the basis of the site Waste Management Plan to be developed by the Contractor at the construction stage.  These measures include special handling procedures in dredged marine sediment transportation and disposal, good site practices and waste reduction measures, reuse and recycling of construction and demolition materials.

1.3.12    It is recommended that the waste arisings generated during the construction activities should be audited periodically to determine if wastes are being managed in accordance with approved procedures and the site Waste Management Plan.  The audits should look at all aspects of waste management including waste generation, storage, recycling, transport and disposal.  An appropriate audit programme would be to undertake a first audit near the commencement of the construction works, and then to audit quarterly thereafter.  Details are presented in Section 5 of this EM&A Manual.

 

Land Contamination

Construction Phase

1.3.13    Remedial actions, viz. excavation and landfill disposal and ex-situ solidification / stabilization (CS/S), shall be implemented to treat the contaminated soil identified at A King Shipyard.  Section 6 of this EM&A Manual details the procedures, testing requirements and associated mitigation measures for the proposed soil remediation.  A Remediation Report, demonstrating that the clean-up is adequate and that all excavated contaminated soil has undergone proper treatment or landfill disposal, shall be prepared and submitted to EPD for record after the remedial works.

 

Operational Phase

1.3.14    As adverse land contamination impact is not anticipated from the operation of the Project, operational land contamination monitoring and audit is considered not necessary.

 

Marine Ecology

1.3.15       Translocation of all 19 coral colonies found within the proposed reclamation area to other suitable locations such as Junk Bay is recommended. Detailed translocation plan (including the translocation methodology and monitoring of transplanted corals) should be drafted during the detailed design phase of the Project. The translocation works should be completed before the commencement of construction phase of the Project.


1.3.16       It is recommended to implement monitoring of the transplanted corals after translocation. The health status of each transplanted coral colony should be carefully recorded.  For hard corals, this should include information on surface area with partial mortality and blanched / bleached area. For gorgonian coral, the percentage of branches affected by partial mortality should be recorded. The translocation methodology, monitoring proposal and the ecologist involved in this coral translocation exercise should be approved by the AFCD prior to the commencement of this exercise.

 

Landscape and Visual Impact

Construction Phase

1.3.17    Construction activities would give rise to landscape and visual impacts varying from slight to substantial significance. 

1.3.18    The landscape and visual mitigation measures for the construction phase are described in Volume 1, Section 10 of the EIA Report.  The measures are on-site management measures to be undertaken by the contractor.  Monitoring of the Contractor to ensure that the measures are carried out properly should be undertaken by resident site staff of the Civil Engineering and Development Department and Highways Department.

 

Operational Phase

1.3.19    The operation of WDII and CWB projects would give rise to landscape and visual impacts of varying from moderate negative to moderate beneficial.  Overall, it is considered that the residual landscape and visual impacts of the proposed development and the associated designated projects are considered acceptable with mitigation measures during operation up to 10 years and beneficial with mitigation in the long run after 20 to 30 years. 

1.3.20    The proposed landscape and visual mitigation measures are described in Volume 1, Section 10 of the EIA Report.  The measures are design measures to be incorporated in the detailed planning and design of the reclamation, infrastructure and open space works. 

 

1.4              Project Organisation

1.4.1        The construction of the Project will involve several construction Contracts and hence multiple contractors may be employed at the work site. In view of this, an ET should be employed (or an Environmental Project Offices (ENPO) be established) by the Project Proponent to maintain impartially. The proposed project organisation and lines of communication with respect to environmental protection works are shown in Figure 1.3.


Figure 1.3       Project Organisation

The Contractor

1.4.2        The Contractor shall report to the Engineer. The duties and responsibilities of the Contractor are:

·                   provide assistance to ET in carrying out monitoring;

·                   submit proposals on mitigation measures in case of exceedances of Action and Limit levels in accordance with the Event and Action Plans;

·                   implement measures to reduce impact where Action and Limit levels are exceeded; and

·                   adhere to the procedures for carrying out complaint investigation in accordance with Section 9.3 of this EM&A Manual.


Environmental Team

1.4.3        The ET Leader and the ET shall be employed to conduct the EM&A programme and ensure the Contractor’s compliance with the project’s environmental performance requirements during construction.  The ET Leader shall be an independent party from the Contractor and have relevant professional qualifications, or have sufficient relevant EM&A experience subject to approval of the Environmental Protection Department (EPD). The ET shall be led and managed by the ET leader.  The ET leader shall possess at least 7 years experience in EM&A.  The ET team shall include a landscape auditor to audit the mitigation measures implemented by the Contractor on a regular basis to ensure compliance with the intended aims of the measures. The duties and responsibilities of the ET are:

 

·                   monitor various environmental parameters as required in the EM&A Manual;

·                   analyse the environmental monitoring and audit data and review the success of EM&A programme to cost-effectively confirm the adequacy of mitigation measures implemented and the validity of the EIA predictions and to identify any adverse environmental impacts arising;

·                   carry out site inspection to investigate and audit the Contractors' site practice, equipment and work methodologies with respect to pollution control and environmental mitigation, and effect proactive action to pre-empt problems;

·                   audit and prepare audit reports on the environmental monitoring data and site environmental conditions;

·                   report on the environmental monitoring and audit results to the IC(E), Contractor, the ER and EPD or its delegated representative;

·                   recommend suitable mitigation measures to the Contractor in the case of exceedance of Action and Limit levels in accordance with the Event and Action Plans; and

·                   adhere to the procedures for carrying out complaint investigation in accordance with Section 9.3 of this EM&A Maunal.

Engineer or Engineer’s Representative

1.4.4        The Engineer is responsible for overseeing the construction works and for ensuring that the works undertaken by the Contractor in accordance with the specification and contractual requirements. The duties and responsibilities of the Engineer with respect to EM&A may include:

·                   supervise the Contractor’s activities and ensure that the requirements in the EM&A Manual are fully complied with;

·                   inform the Contractor when action is required to reduce impacts in accordance with the Event and Action Plans; and

·                   adhere to the procedures for carrying out complaint investigation in accordance with Section 9.3 of this EM&A Manual.


Independent Checker (Environment)

1.4.5        The IC(E) shall advise the Engineer’s Representative on environmental issues related to the project. The IC(E) shall possess at least 7 years experience in EM&A.  The duties and responsibilities of the IC(E) are:

·                   review the EM&A works performed by the ET (at not less than monthly intervals);

·                   audit the monitoring activities and results (at not less than monthly intervals);

·                   report the audit results to the ER and EPD in parallel;

·                   review the EM&A reports (monthly and quarterly summary reports) submitted by the ET;

·                   review the proposal on mitigation measures submitted by the Contractor in accordance with the Event and Action Plans; and

·                   adhere to the procedures for carrying out complaint investigation in accordance with Section 9.3 of this EM&A Manual.

1.4.6        Sufficient and suitably qualified professional and technical staff shall be employed by the respective parties to ensure full compliance with their duties and responsibilities, as required under the EM&A programme for the duration of the Project.