Agreement No. CE 35/2006(CE)
Kai Tak Development Engineering Study
cum Design and Construction of Advance Works
– Investigation, Design and Construction
Kai
Tak Development
environmental
monitoring and audit manual
Contents
1............ INtroduction. 1-1
1.1 Project Background. 1-1
1.2 Project Scope and Programme. 1-2
1.3 Purpose of this Manual 1-2
1.4 Project Organization. 1-2
Lists of Tables
Table 1.2.......... Summary
of Construction Programme
1
INtroduction
1.1
Project Background
1.1.1
The Project is located
in the south-eastern part of Kowloon Peninsula, comprising the apron and runway areas of
the former Kai Tak
Airport and existing waterfront areas
at To Kwa Wan, Ma Tau Kok, Kowloon
Bay, Kwun Tong and Cha
Kwo Ling. It covers a land area of about 328 hectares. The Project
also covers Kowloon
Bay and Kwun Tong Typhoon
Shelter and the adjacent water bodies.
1.1.2
The Kai Tak Airport was
the international airport of Hong Kong until 6 July 1998, which was replaced by
the new Hong Kong
International Airport
at the Chek Lap Kok. After closure, the airport site has been occupied by
various temporarily uses such as public fill banks, bus depots, car sales
exhibitions, and recreational grounds. Besides, most of the original
buildings and structures within the former airport site have been cleared and
the ground contamination identified at the north apron had been decontaminated.
1.1.3
In 2002, the Chief
Executive in Council approved the Kai Tak Outline Zoning Plans (No. S/K19/3 and
S/K21/3) to provide the statutory framework to proceed with the South East
Kowloon Development at the former Kai
Tak Airport.
However, following the judgment of the Court of Final Appeal in January 2004
regarding the Harbour reclamation, the originally proposed development which
involved reclamation has to be reviewed. The Kai Tak Planning Review
(KTPR) has resulted a Preliminary Outline Development Plan (PODP) for Kai Tak
in October 2006.
1.1.4
Based on
the PODP, Planning Department have prepared the Draft Kai Tak Outline Zoning
Plan (OZP) No. S/K22/1 and was submitted to the Town Planning Board for consideration
on 10 November 2006 and was gazetted under the Town Planning Ordinance on 24
November 2006 and the OZP No. S/K22/2 was approved by CE in C on 6 November
2007.
1.1.5
A Recommended Outline
Development Plan (RODP) of Kai Tak Development has been prepared by resembling
the changes to the PODP and the Kai Tak Outline Zoning Plan (OZP). The
RODP (dated May 2008) becomes the basis for conducting the EIA study for the
feasibility study of the Kai Tak Development. A copy of the RODP (dated
May 2008) is shown in Figure
1.1a.
1.1.6
This Project falls
within item 1 under Schedule 3 of the EIAO, i.e. engineering feasibility study
of urban development project with a study area covering more than 20 hectares
or involving a total population of more than 100,000.
1.1.7
This Project also
contains various Schedule 2 Designated Projects (DPs) that, under the EIAO, require
Environmental Permits (EPs) to be granted by the DEP before they may be either
constructed or operated. Details of the Schedule 2 DPs are described in
the EIA Report.
1.1.8
Three of the Schedule 2
DPs, namely the Decommissioning of the Former Kai Tak Airport
other than the North Apron, Kai Tak North Apron Decommissioning, and the
Dredging Works for Proposed Cruise Terminal at Kai Tak, have already been
covered under separate EIA Reports that were approved under the EIAO. The
EM&A requirements for these 3 Schedule 2 DPs have already been detailed in
the respective EM&A Manual.
1.1.9
The environmental
impacts of another three Schedule 2 DPs as listed in Table 1.1 below
namely new distributor roads serving the planned KTD (DP1), new sewage pumping
stations serving the planned KTD (DP2), and decommissioning of the remaining
parts of the former Kai Tak Airport (DP3) have been adequately addressed in
this Schedule 3 EIA Report. Figure 1.2 shows the
locations of these Schedule 2 DPs. The remaining Schedule 2 DPs will be
addressed in further detailed EIA studies by the respective project proponents
in the future.
Table 1.1 List of Schedule 2 Designated
Projects Contained within the Kai Tak Development that have been Adequately Addressed
in this Schedule 3 EIA Report
Item
|
Designated Project
|
EIAO Reference
|
DP1
|
New distributor roads serving
the planned KTD
|
Schedule 2, Part I, Items
A.1, A.8 & A.9. Partly referred in Section 1.3 (ii) of EIA Study Brief
No. ESB-152/2006.
|
DP2
|
New sewage pumping stations
serving the planned KTD
|
Schedule 2, Part I, Item F.3.
Partly referred in Section 1.3 (iii) of EIA Study Brief No. ESB-152/2006.
|
DP3a
|
Decommissioning of the
remaining parts (Ex-GFS Building and Radar Station) of the former Kai Tak
Airport
|
Schedule 2, Part II, Item 1
|
1.1.10
Broad descriptions of
the Schedule 2 DPs listed in Table 1.1 above are given in the following paragraphs.
1.1.11 DP1 - New distributor roads serving
the planned KTD
l
The major elements of
the future ground level road system within KTD include four district
distributor roads namely Roads D1, D2, D3 and D4. No new primary distributor
road is proposed within KTD. As Roads D1 to D4 are district distributor
roads, they are classified as DPs under Item A.1, Part I, Schedule 2 of the
EIAO. A section of Road D2 will be running underneath the podium
structure of the proposed Stadium Complex. Based on the latest available
information, that section of Road D2 is fully enclosed by decking above and by
structure on the sides for more than 100 m and is thus classified as DP under
Item A.9, Part I, Schedule 2 of the EIAO. For Road D3, a section of road
bridge will be constructed above the 600m gap opening. Therefore, it is
classified as DP under Item A.8, Part I, Schedule 2 of the EIAO.
1.1.12 DP2 - New sewage pumping stations
serving the planned KTD
l
Six sewage pumping
stations (SPSs), excluding the proposed SPS of the DWFI compound at JVBC
(JVBC-PS) as described under DP15 below, are located within KTD. As part
of the sewerage improvement scheme in the hinterland to reduce the pollution
loading in KTAC, DSD will initially construct two new SPSs, namely PS1 and PS3.
These two SPSs are tentatively programmed to be completed in 2012 to
convey sewage flow generated from the hinterland to To Kwa Wan Preliminary
Treatment Work. PS6 will have to be completed in later 2011 in time for
commissioning of the Phase I Berth of the Cruise Terminal in 2012. PS1A
is designed to convey sewage flow generated from the public housing sites,
schools and residential sites. It has been determined that PS1A is not required
for the initial population intake of public housing developments in Sites 1A
and 1B in September 2012. Instead the initial sewage flow collected from
these housing sites will be discharged directly to the existing sewer along
Eastern Road via new gravity sewer as an interim measures. PS1A is
planned to be available 2014 or earlier. The reprovision of SPS (NPS)
located in the Site 5A1 will be available in 2014. PS2 is located at the
Site 1L5 and designed to convey sewage flows generated in the developments in
Sites 1M, 1P, 1K, 1L 2A and 2B.
l
All these SPSs, except
PS6, are with an installed capacity of more than 2000 m3 per day and
are located within 150m from existing and/or planned residential area or
educational institution, therefore these SPSs are classified as DPs under Item
F.3, Part I, Schedule 2 of the EIAO.
l
The proposed PS6 is
located near the southern tip of the former Kai Tak Airport runway. The installed
capacity of PS6 is more than 2000 m3 but less than 300,000 m3
per day. PS6 is located at more than 150 m away from any existing or
planned residential area, place of worship, educational institution, health
care institution, site of special scientific interest, site of cultural
heritage, bathing beach, marine park or marine reserve, fish culture zone, or
seawater intake point. Therefore with reference to Item F.3, Part I,
Schedule 2 of the EIAO, the proposed PS6 is not classified as a DP under the
EIAO.
1.1.13 DP3a - Decommissioning of the
remaining parts (Ex-GFS Building and Radar Station) of the former Kai Tak
Airport
l
The scope of this DP is
primarily to decommission the Ex-GFS Building and Radar Station within the former Kai Tak Airport that were not covered under the previous EIAs
on decommissioning of former Kai
Tak Airport
(namely EIAs for DP4 and DP5).
l
The decommissioning of
airport facilities is classified as DP under Item 1, Part II, Schedule 2 of the
EIAO.
1.2
Project Scope and Programme
1.2.1
The scope of the Project comprises the demolition of the remaining
structures at the former Kai Tak Airport
and the construction of key infrastructures to serve KTD for development of key
components such as the Cruise Terminal, Tourism Node, Runway
Park, Metro Park,
Stadium Complex, public and private housing sites, commercial office and hotel
sites and other community facilities. The infrastructure needs to be
provided are not exhaustive to roads, vehicular bridges, footbridges, subways,
railway, environmental friendly transport system, drainage culverts and drains,
rising mains and sewers, pumping stations, fresh and salt water supply mains,
district cooling system, electricity substations and utilities, landscape
softworks and hardworks.
1.2.2
The decontamination
works at the south apron will proceed in around 2008 while the construction
works are anticipated to commence on site in early 2009, with completion of the
project beyond 2020. Construction of the infrastructures needs to be
implemented in stages in order to meet the development schedule of Kai Tak
Area. To accommodate the construction sequencing constraints and
conflicts of interfacing projects, the infrastructure works are split into
seven packages as follows:
·
Package A – Cruise
Terminal Development and related advance works
·
Package B –
Infrastructure Works at North Apron, Phase 1 – Housing Sites and Government
Offices
·
Package C – Kai Tak
Approach Channel Improvement Works
·
Package D – Kai Tak
Nullah Modification Works
·
Package E –
Infrastructure Works at Runway and Metro
Park
·
Package F –
Infrastructure Works at North Apron, Phase 2
·
Package G – Trunk Road
T2 and Infrastructure Works at South Apron
1.2.3
The
construction programme for each package is summarized in Table 1.2 for
reference.
Table
1.2
Summary of Construction Programme
Package
A
|
May
2008 to Mar 2012
|
Package
B
|
May
2009 to Dec 2015
|
Package
C
|
Sep
2010 to Sep 2014
|
Package
D
|
Sep
2010 to Dec 2016
|
Package
E
|
Sept
2010 to Dec 2016
|
Package
F
|
Jul
2012 to Dec 2016
|
Package
G
|
Jan 2012
to Dec 2016
|
1.3
Purpose of this Manual
1.3.1
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 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 proposed Project. It aims to provide systematic procedures for
monitoring, auditing and minimising environmental impacts associated with
Project activities.
1.3.2
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 EIAO-TM.
1.3.3
This
Manual contains the following information:
·
Responsibilities of the
Contractor, the Engineer or Engineer’s Representative (ER), Environmental Team
(ET) and Independent Environmental Checker (IEC) with respect to the
environmental monitoring and audit requirements during the course of the
Project;
·
Project organisation;
·
The basis for, and
description of the broad approach underlying the EM&A programme;
·
Requirements with
respect to the construction programme 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.
1.3.4
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.
1.4
Project Organization
1.4.1
The
roles and responsibilities of the various parties involved in the EM&A
process are outlined in the following paragraphs. The proposed Project
organization and lines of communication with respect to environmental
management for the Project are shown in Figure 1.3.
Figure 1.3 Project Organisation
1.4.2
The
duties and responsibilities of respective parties are as follows:
The Contractor
1.4.3
The
Contractor shall report to the Engineer. The duties and responsibilities
of the Contractor are:
·
To provide assistance
to ET in carrying out monitoring;
·
To submit proposals on mitigation
measures in case of exceedances of Action and Limit Levels in accordance with
the Event and Action Plans;
·
To implement measures
to reduce impact where Action and Limit Levels are exceeded;
·
To implement the
corrective actions instructed by the Engineer;
·
To accompany joint site
inspection undertaken by the ET; and
·
To adhere to the
procedures for carrying out complaint investigation.
Environmental Team
1.4.4
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 the approval of the
Engineer’s Representative (ER). The ET shall be led and managed by the ET
leader. The ET leader shall possess at least 7 years experience in EM&A
and/or environmental management.
1.4.5
The
duties and responsibilities of the ET are:
·
To monitor various
environmental parameters as required in this EM&A Manual;
·
To 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;
·
To carry out regular
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;
carry out ad hoc site inspections if significant environmental problems are
identified;
·
To audit and prepare
monitoring and audit reports on the environmental monitoring data and site
environmental conditions;
·
To report on the
environmental monitoring and audit results to the IEC, Contractor, the ER and
EPD or its delegated representative;
·
To 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
·
To adhere to the
procedures for carrying out complaint investigation.
Engineer or Engineer’s Representative
1.4.6
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:
·
Supervising the
Contractor’s activities and ensure that the requirements in the EM&A Manual
are fully complied with;
·
Informing the
Contractor when action is required to reduce impacts in accordance with the
Event and Action Plans;
·
Participating in joint
site inspection undertaken by the ET; and
·
Adhering to the procedures
for carrying out complaint investigation.
Independent Environmental Checker
1.4.7
The
Independent Environmental Checker (IEC) shall advise the Engineer’s
Representative on environmental issues related to the Project. The IEC
shall possess at least 7 years experience in EM&A and/or environmental
management. The IEC shall be an independent part from the Contractor and
the ET.
1.4.8
The
duties and responsibilities of the IEC are:
·
To review the EM&A works
performed by the ET (at least at monthly intervals);
·
To carry out random
sample check and audit the monitoring activities and results (at least at
monthly intervals);
·
To review the EM&A
reports submitted by the ET;
·
To review the
effectiveness of environmental mitigation measures and project environmental
performance;
·
To review the proposal
on mitigation measures submitted by the Contractor in accordance with the Event
and Action Plans; and
·
To adhere to the
procedures for carrying out complaint investigation.
1.4.9
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.