Contract No. ED/2018/01
Kai Tak development – stage
4 infrastructure at the former
runway and south apron
Environmental Monitoring
& Audit Manual
(Revision 0)
Table of Contents
1.2
Project
Scope and Programme
1.3
Purpose
of this Manual (AEIAR/130-2009 and
AEIAR/170-2013)
1.4
Project
Organization (AEIAR/130-2009 and
AEIAR/170-2013)
1.5
Key
Location Plan of contract
ED/2018/01
1.6
Programme of
contract ED/2018/01
1.7
EM&A
Programme of Register No. AEIAR-130/2009
1.8
EM&A
Programme of Register No. AEIAR-170/2013
2
EM&A
ON NEW DISTRIBUTOR ROADS SERVING THE PLANNED
KTD
2.5
Waste
Management Implications
2.7
Impact
on Cultural Heritage
2.8
Landscape
and Visual Impact
3
EM&A
ON NEW SEWAGE PUMPING STATIONS SERVING THE
PLANNED KTD (AEIAR-130/2009)
5
AIR
QUALITY IMPACT (AEIAR-130/2009)
6
NOISE
IMPACT (AEIAR-130/2009)
7
WATER
QUALITY IMPACT (AEIAR-130/2009)
8
WASTE
MANAGEMENT IMPLICATIONS (AEIAR-130/2009)
9
LAND
CONTAMINATION (AEIAR-130/2009)
10 IMPACT
ON CULTURAL HERITAGE (AEIAR-130/2009)
11 LANDSCAPE
AND VISUAL IMPACT (AEIAR-130/2009)
12 FISHERIES
IMPACT (AEIAR-130/2009)
13 ECOLOGY
IMPACT (AEIAR-130/2009)
14 HAZARD
TO LIFE (AEIAR-130/2009)
15.2 Compliance
with Legal and Contractual Requirements
16.2 Electronic
Reporting of EM&A Information
16.3 Baseline
Monitoring Report
16.5 First
Monthly EM&A Report
16.7 Quarterly
EM&A Summary Reports
16.8 Final
EM&A Review Reports
16.10 Interim
Notifications of Environmental Quality Limit
Exceedances
Figure 1.1
Recommended
Outline Development Plan (Dated May 2008)
Figure 1.2
Designated
Projects in this EIA study
Figure 1.3
Project
Organization
Figure 2.1
Locations
of Air Quality Monitoring Stations
Figure 2.2
Locations
of Noise Monitoring Stations
Figure 2.3
Locations
of Direct Nosie Mitigation Measures
Figure 2.4
Proposed
Decontamination Works Area
Figure 2.4A
Baseline
Landscape Resources with DP1 – Distributor Roads Overlaid During
Construction
Figure 2.4B
Baseline
Landscape Resources with DP1 – Distributor Roads Overlaid During
Operation
Figure 2.5A
Baseline
Landscape Character Areas with DP1 – Distributor Road Overlaid During
Construction
Figure 2.5B
Baseline
Landscape Character Areas with DP1 – Distributor Road Overlaid During
Operation
Figure 2.6A
Baseline
Key VSRs and Viewpoints at Local Level with DP1 – Distributor Road
Overlaid During
Construction
Figure 2.6B
Baseline
Key VSRs and Viewpoints at Local Level with DP1 – Distributor Road
Overlaid During
Operation
Figure 15.1
Environmental
Complaint Flow Diagram
Appendix A
Implementation
Schedule of the Proposed Mitigation Measures (AEIAR-170/2013)
Appendix A1
Implementation
Schedule of the Recommended Mitigation Measures for New Distributor
Roads
Serving the Planned KTD (AEIAR-130/2009)
Appendix B
Data
Record Sheet
Appendix C
Sample
Template for the Interim Notification
Appendix D
Key
Location Plan of Contract ED/2018/01
Appendix E
Accepted
Programme of Contract ED/2018/01
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 2,000m3
but less than 300,000m3 per day. PS6 is located at more
than 150m
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.
1.1.14
Road D3A and Road D4A are dual 2-lane district
distributor roads within the Runway Precinct of the Kai Tak
Development (KTD) as shown in Figure 1.1. Road D3A is running along
the centre of the Runway Precinct and is
replacing the original
southern section of Road D3 that runs along the waterfront of the
Runway
Precinct. Road D4A is an extension of Road D4A connecting Road D4 with
the
proposed Road D3A (AEIAR/170-2013).
1.1.15
Both Road D3A and Road D4A will play an
important role in linking up all the development areas in Runway
Precinct of
KTD with the hinterland (AEIAR/170-2013).
1.2
Project
Scope and Programme
1.2.1
The scope of the works include
:
(i)
Construction of a section of dual two-lane Road
D3 (Metro Park Section) (MPS) of about 1,130 metres
(m) long connecting Road D2 at the former north apron and Road D3A at
the
former runway, including about 200m under a section of dual two-lane
Road D3
(Metro Park Section) (MPS) of about 1,130 metres
(m)
long connecting Road D2 at the former north apron and Road D3A at the
former
runway, including 200m underpass with associated 320m depressed road,
360m
elevated road and 250m at grade road;
(ii)
A single two-lane Road L12d of about 47m long
connecting Road D3A at the former runway;
(iii)
A salt water pumping station and associated
water intake;
(iv)
A sewage pumping station; and
(v)
Landscaped deck of about 380m long in total
with a minimum width of about 11m above Road D3 (MPS) and landscaped
area
adjoining Road D3 (MPS) providing a total of about 3.9 hectares of
public open
space.
1.2.2
The scope of the Project comprises
(AEIAR/170-2013):
a)
Construction of approximately 1.5km long dual
2-lanecarriageway along the former runway;
b)
Construction of footpath;
c)
Construction of approximately 1.5km long
landscaped deck above the dual 2-lane carriageway along the former
runway; and
d)
Ancillary works including drains, sewers, fresh
and salt water supply mains, utilities, landscape softwork
and hardworks.
1.3
Purpose
of this Manual (AEIAR/130-2009
and AEIAR/170-2013)
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:
l
Responsibilities
of the Contractor, the Project Manager or Supervisor, Environmental
Team (ET)
and Independent Environmental Checker (IEC) with respect to the
environmental
monitoring and audit requirements during the course of the Project;
l
Project organisation;
l
The basis
for, and description of the broad approach underlying the EM&A
programme;
l
Requirements
with respect to the construction programme schedule and the necessary
environmental monitoring and audit programme to track the varying
environmental
impact;
l
Details of
the methodologies to be adopted, including all field laboratories and
analytical procedures, and details on quality assurance and quality
control
programme;
l
The
rationale on which the environmental monitoring data will be evaluated
and
interpreted;
l
Definition
of Action and Limit Levels;
l
Establishment
of Event and Action Plans;
l
Requirements
for reviewing pollution sources and working procedures required in the
event of
non-compliance with the environmental criteria and complaints;
l
Requirements
for presentation of environmental monitoring and audit data and
appropriate
reporting procedures; and
l
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 (AEIAR/130-2009
and AEIAR/170-2013)
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 1.2 of (AEIAR/170-2013).
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:
l
To provide
assistance to ET in
carrying out monitoring;
l
To submit proposals
on mitigation measures in case of exceedances of Action and
Limit Levels in accordance with the
Event and Action Plans;
l
To implement measures
to reduce impact where Action
and
Limit Levels are exceeded;
l
To implement the corrective
actions instructed by the Engineer;
l
To accompany joint
site inspection undertaken by the ET;
and
l
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:
l
To monitor
various environmental parameters as required in this EM&A
Manual;
l
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;
l
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;
l
To audit and prepare monitoring and audit
reports on the environmental monitoring data and site environmental conditions;
l
To report on the environmental monitoring and
audit results to the IEC, Contractor, the ER and EPD or its delegated representative;
l
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
l
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:
l
Supervising the Contractor’s activities and ensure
that the requirements in the
EM&A Manual are fully complied
with;
l
Informing the Contractor when
action is required to reduce
impacts in accordance with the
Event and Action Plans;
l
Participating in joint site inspection
undertaken by the ET; and
l
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:
l
To review the EM&A works performed by the
ET (at least at monthly intervals);
l
To carry out random sample check and audit the
monitoring activities and results (at least at monthly intervals);
l
To review the EM&A reports submitted by the
ET;
l
To review the effectiveness of environmental
mitigation measures and project environmental performance;
l
To review the proposal on mitigation measures
submitted by the Contractor in accordance with the Event and Action
Plans; and
l
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.
1.5
Key Location Plan of contract
ED/2018/01
The key location plan of
this contract is attached in Appendix C.
1.6
Programme of contract ED/2018/01
The Accepted Programme of
this contract is attached in Appendix D.
1.7
EM&A Programme of Register No.
AEIAR-130/2009
According to Condition 3.1 of the Environmental Permit No.
EP-337/2009, the EM&A Programme shall be implemented in accordance
with the
procedures and requirements as set out in sections 1, 2, 15 & 16
of the
EM&A Manual of the approved EIA Report (Register No.
AEIAR-130/2009),
therefore Sections 3 to 14 of the Kai Tak
Development
EM&A Manual are not applicable to this contract.
1.8
EM&A Programme of Register No.
AEIAR-170/2013
According
to
Condition 3.1 of the EM&A Manual with Register No. AEIAR-170/2013
under Environmental
Permit Nos. EP-445/2013 & EP-445/2013/A respectively, the EM&A
Programme shall be implemented in accordance with the procedures and
requirements as set out in the EM&A Manual. We considered section
6 is
relevant to the Project
and thus we
incorporate this section in the EM&A Manual.
2.1.1
This section details the
specific EM&A requirements for Schedule 2 DP1: New Distributor
Roads
Serving the Planned KTD. The requirements, methodology, equipment,
monitoring
locations, criteria and protocols for the monitoring and audit of this DP are presented. The
project
organisation, site environmental audit and reporting requirements are
stipulated in Chapters 1, 15 & 16 of this Manual respectively.
2.2
Air
Quality Impact
2.2.1
Monitoring and audit of
the TSP levels shall be carried out during the construction phase by
the ET to
ensure that any deteriorating air quality could be readily detected
and timely
action taken to rectify the situation.
2.2.2
1-hour and 24-hour average
TSP levels shall be measured to indicate the impacts of construction
dust on
air quality. The 24-hour average TSP levels shall be measured by
following the
standard high volume sampling method as
set out in the
Title 40 of the United States Code of Federal Regulations, Chapter 1
(Part 50),
Appendix B. Upon agreement from the Engineer’s Representative (ER) and
the IEC,
1-hour average TSP levels can be measured by direct reading methods to
indicate
short-term impacts.
2.2.3
All relevant data
including temperature, pressure, weather conditions, elapsed-time
meter reading
for the start and stop of the sampler, identification and weight of
the filter
paper, other local atmospheric factors affecting or affected by site
conditions
and work progress of the concerned site etc. shall be recorded in
detail. A sample data record sheet based
on the
one presented in the EM&A Guidelines for Development Projects in
Hong Kong
is shown in Appendix B. The ET Leader may modify the data record sheet
for this
EM&A programme, of which the format should be agreed by the ER and
the IEC.
Monitoring Equipment
2.2.4
High volume samplers
(HVSs) in compliance with the following specifications shall be used
for
carrying out the 1-hour and 24-hour TSP monitoring:
•
0.6 - 1.7 m3
per minute (20 - 60 standard cubic feet per minute) adjustable flow range;
•
Equipped with a
timing / control device with ± 5 minutes accuracy for 24 hours
operation;
•
Installed with
elapsed-time meter with ± 2 minutes accuracy for 24 hours
operation;
•
Capable of providing
a minimum exposed area of 406 cm2 ;
•
Flow control
accuracy: ± 2.5% deviation over 24-hour sampling
period;
•
Equipped with a
shelter to protect the filter and
sampler;
•
Incorporated with an
electronic mass flow rate controller or other equivalent
devices;
•
Equipped with a flow
recorder for continuous monitoring;
•
Provided with a
peaked roof
inlet;
•
Incorporated with a
manometer;
•
Able to hold and seal
the filter paper to the sampler housing
at
horizontal position;
•
Easy to change the
filter;
•
Capable of operating
continuously for 24-hour period.
2.2.5
The ET shall be
responsible for the provision of the monitoring equipment. The ET shall provide
sufficient number of
HVSs with appropriate calibration kit for carrying out the baseline,
regular
impacts monitoring and ad-hoc monitoring. The HVSs shall be equipped
with an
electronic mass flow controller and be calibrated against a traceable
standard
at regular intervals. All the equipment, calibration kit, filter
papers, etc, shall be clearly labelled.
2.2.6
Initial calibration of the
dust monitoring equipment shall be conducted upon installation and
prior to commissioning,
and at bi-monthly intervals subsequently. The transfer standard shall be traceable to the internationally recognised
primary standard and be calibrated annually. The calibration data
shall be
properly documented for future reference by the concerned parties such
as the
IEC. All the data shall be converted into standard temperature and
pressure
condition.
2.2.7
The flow-rate of the
sampler before and after the sampling exercise with the filter in
position
shall be verified to be constant and be recorded on the data sheet as
shown in Appendix
B.
2.2.8
If the ET proposes to
use a direct reading dust meter to measure 1-hour average TSP levels,
he/she
shall submit sufficient information to the ER and the IEC to prove
that the
instrument is capable of achieving
a comparable result as that of
the
HVS before it may be used for
the monitoring works. The
instrument shall also be
calibrated
regularly, and the 1-hour sampling
shall
be determined periodically by HVS to check
the validity and accuracy of
the
results measured by direct reading
method.
2.2.9
Wind data monitoring
equipment shall also be
provided by the ET and set
up at conspicuous locations for logging wind speed
and wind direction near
to
the dust monitoring
locations. The equipment
installation location shall be proposed by the ET
and agreed with the ER in consultation with the IEC. For
installation and operation of
wind
data monitoring equipment, the following points shall be
observed:
(i)
The
wind sensors shall be
installed 10m above ground so that they are
clear of
obstructions or turbulence caused by the
buildings;
(ii)
The
wind data shall be captured by a data logger. The
data shall be downloaded for analysis at least once a
month;
(iii)
The
wind data monitoring equipment shall be re-calibrated at least once
every six months; and
(iv)
Wind
direction should be divided into 16 sectors of 22.5 degrees
each.
2.2.10
In exceptional
situations, the ET may propose alternative methods to obtain
representative
wind data
upon approval from the ER and agreement from the
IEC.
Laboratory Measurement
/ Analysis
2.2.11
A clean laboratory with
constant temperature and humidity
control and equipped with necessary measuring and conditioning
instruments to
handle the dust samples
collected,
shall be available for sample analysis, and equipment calibration and
maintenance. The laboratory shall be HOKLAS accredited or other
internationally
accredited laboratory.
2.2.12
If a site laboratory
is set up or a
non-HOKLAS accredited
laboratory is hired for carrying out
the
laboratory analysis, the laboratory equipment shall be approved by the
IEC.
Measurement performed by the laboratory shall be demonstrated to the
satisfaction of the
IEC.
2.2.13
The IEC shall conduct
regular audit of the
measurement
performed by the laboratory so
as to
ensure the accuracy of measurement
results.
The ET shall provide
the ER
and the IEC with one copy of the Title 40 of
the Code of Federal
Regulations,
Chapter 1 (Part 50), Appendix B for their
reference.
2.2.14
Filter paper of size
8"x10" shall be labelled before sampling. It shall be a clean filter
paper with no pinholes, and shall be conditioned in a
humidity-controlled
chamber for over 24-hour and be pre-weighed before use for the
sampling.
2.2.15
After sampling, the
filter paper loaded with dust shall be kept in a clean and tightly
sealed bag.
The filter paper shall then be returned to the laboratory for
reconditioning in
the humidity-controlled chamber followed by accurate weighing by an
electronic
balance with a readout down to 0.1mg. The balance shall be regularly
calibrated
against a traceable standard.
2.2.16
All the collected samples shall be kept in a
good condition for 6 months before
disposal.
Monitoring
Locations
2.2.17
The dust monitoring
locations
are shown in Figure
2.1. The selected monitoring
locations are the ASRs located near to the construction site(s) of
this DP. The
proposed air quality monitoring locations are listed in Table
2.1 below.
Table 2.1 Air Quality Monitoring Locations
Location |
ASR
ID in EIA |
Description |
AM3 |
A40 |
Sky
Tower |
AM4(A) |
A43 |
The
Hong Kong Society for the Blind’s Factory cum Sheltered
Workshop |
AM7 |
PA59 |
Hong
Kong Children’s Hospital |
2.2.18
The status and locations of the ASRs
may change after issuing this Manual.
The ET shall propose
updated
monitoring locations and seek approval from EPD, and agreement from
the ER and
the IEC before baseline monitoring
commences.
2.2.19
When alternative monitoring locations are
proposed, the following criteria, as far as practicable, shall
be
followed:
(i)
At the site boundary or such
locations close to
the
major dust emission source;
(ii)
Close to the ASRs;
(iii)
Proper
position/sitting and orientation of
the
monitoring equipment; and
(iv)
Take into
account the prevailing meteorological
conditions.
2.2.20
The ET shall
agree with the ER on the position of
the
HVS for installation of the
monitoring
equipment. When positioning the samplers, the following points shall
be noted:
(i)
A horizontal platform
with appropriate support
to
secure the samplers against gusty wind shall be
provided;
(ii)
No two samplers
shall
be placed less than 2 metres apart;
(iii)
The distance between
the sampler and an obstacle, such
as
buildings, must be at least twice the height that the obstacle
protrudes above
the sampler;
(iv)
A minimum of
2 metres of
separation from walls, parapets and penthouses is required for
rooftop samplers;
(v)
A minimum of 2 metres
of separation from any supporting structure, measured horizontally is
required;
(vi)
No furnace or incinerator flue is nearby;
(vii)
Airflow around the sampler is unrestricted;
(viii)
The sampler is more than 20 metres
from the dripline;
(ix)
Any wire fence and gate, to protect the
sampler, shall not cause any obstruction during monitoring;
(x)
Permission must be obtained to set up the
samplers and to obtain access to the monitoring stations; and
(xi)
A secured supply of electricity is needed to
operate the samplers.
Baseline Monitoring
2.2.21
Baseline monitoring shall be carried out to
determine the ambient 1-hour and 24-hour average TSP levels at the
monitoring
locations prior to the commencement of the construction works. During
the baseline
monitoring, there shall not be any construction or dust generating
activities
in the vicinity of the monitoring stations. The baseline monitoring
will
provide data for the determination of the appropriate Action Levels
with the
Limit Levels set against statutory or otherwise agreed limits.
2.2.22
Before commencing the baseline monitoring, the
ET shall inform the IEC of the baseline monitoring programme such that
the IEC
can conduct on-site audit to ensure accuracy of the baseline
monitoring
results.
2.2.23
Baseline monitoring shall be carried out at all
of the designated monitoring locations for at least 14 consecutive
days prior
to the commissioning of the construction works to obtain daily 24-hour
TSP
samples. One-hour sampling shall also be done at least 3 times per
day.
Baseline monitoring shall be carried out under typical weather
conditions.
General meteorological conditions (wind speed, direction and
precipitation) and
notes regarding any significant adjacent dust producing sources shall
also be
recorded throughout the baseline monitoring period.
2.2.24
In case the baseline monitoring cannot be
carried out at the designated monitoring locations during the baseline
monitoring
period, the ET Leader shall carry out the monitoring at alternative
locations
which can effectively represent the baseline conditions at the impact
monitoring locations. The alternative baseline monitoring location
shall be
approved by the ER and agreed with the IEC.
2.2.25
In exceptional cases, when insufficient
baseline monitoring data or questionable results are obtained, the ET
Leader shall
liaise with the ER, the IEC and EPD to agree on an appropriate set of
data to
be used as a baseline reference and submit to the ER and the IEC for
agreement
and EPD for approval.
2.2.26
Baseline checking of ambient TSP levels shall
be carried out every three months at each monitoring location, when no
dusty
works activities are in operation. If the ET considers that
significant changes
in the ambient conditions have arisen, a repeat of the baseline
monitoring may
be carried out to update the baseline levels. The revised baseline
levels, and
hence the revised Action and Limit Levels, shall be agreed with the
ER, EPD and
the IEC.
Impact Monitoring
2.2.27
The ET shall carry out impact monitoring during
the construction phase of
the DP.
For regular impact monitoring, a sampling frequency of
at least once in every six days shall be strictly observed at
all of the monitoring stations
for 24-hour
TSP monitoring. For 1-hour TSP
monitoring, the sampling frequency of at least three times in every six days shall be
undertaken when the
highest dust impact occurs.
2.2.28
Before commencing the impact
monitoring, the ET shall
inform the
IEC of the impact
monitoring
programme such that the IEC can conduct on-site audit to ensure
accuracy of the
impact monitoring results.
2.2.29
The specific time to start and stop the 24-hour
TSP monitoring shall be clearly defined for each location and
be strictly
followed by the field operator.
2.2.30
In case of non-compliance
with
the Action and Limit Levels, more frequent monitoring, as specified in
the
Event and Action Plan
in Table 2.2,
shall be conducted within 24 hours after the non-compliance is known.
This
additional monitoring shall be continued until the excessive dust
emission or the deterioration in air quality
is rectified.
Event and Action Plan
2.2.31
The baseline monitoring results form the basis
for determining the Action and Limit Levels for the impact monitoring.
The ET
shall compare the impact monitoring results with the Action and Limit
Levels
for 1-hour and 24-hour average TSP. Table
2.2 shows the
Action and Limit
Levels to be used. Should non-compliance of the Action and Limit
Levels occurs, action in accordance with
the Event and Action
Plan in Table 2.3 shall be carried
out.
Table 2.2 Action and Limit Levels for Construction Dust Monitoring
Parameter |
Action
Level (1) |
Limit
Level |
24-hour
average TSP |
BL ? 200 μg m-3,
AL = (BL * 1.3 + LL)/2 BL > 200 μg m-3, AL = LL |
260
μg m-3 |
1-hour
average TSP |
BL ? 384 μg m-3,
AL = (BL * 1.3 + LL)/2 BL > 384 μg m-3, AL = LL |
500
μg m-3 |
Note:
(1)
BL = Baseline level, AL = Action Level, LL = Limit
Table 2.3
Event
and Action Plan for Construction
Dust Monitoring
EVENT |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
Action Level being
exceeded by one sampling |
1.
Identify source and investigate
the causes of exceedance; 2.
Inform Contactor, IEC and
ER; 3.
Repeat measurement to
confirm finding. |
1.
Check monitoring data
submitted by ET; 2.
Check Contractor’s
working method. |
1.
Notify Contractor. |
1.
Rectify any unacceptable
practice; 2.
Amend working methods
if appropriate. |
Action Level being
exceeded by two or more consecutive sampling |
1.
Identify source and investigate
the causes of exceedance; 2.
Inform Contractor, IEC and
ER; 3.
Increase monitoring frequency
to daily; 4.
Discuss with IEC and
Contractor on remedial actions
required; 5.
Assess the effectiveness of
Contractor’s remedial
actions; 6.
If exceedance continues,
arrange meeting with IEC and
ER; 7.
If exceedance stops,
cease additional
monitoring. |
1.
Check monitoring data
submitted by ET; 2.
Check Contractor’s
working method; 3.
Discuss with ET and Contractor on possible
remedial measures; 4.
Advise the ER on the
effectiveness of
the proposed remedial measures. |
1.
Confirm receipt of
notification of
exceedance in writing; 2.
Notify Contractor; 3.
In consolidation with the IEC, agree with the
Contractor on the
remedial measures to be implemented; 4.
Supervise implementation of
remedial measures; 5.
Conduct meeting with ET and
IEC if exceedance
continues. |
1.
Discuss with ET and IEC on
proper remedial actions; 2.
Submit proposals for remedial actions to ER and
IEC within three
working days of notification; 3.
Implement the agreed
proposals; 4.
Amend proposal if
appropriate. |
Limit Level being
exceeded by one sampling |
1.
Identify source and investigate
the causes of exceedance; 2.
Inform Contractor, IEC, ER, and
EPD; 3.
Repeat measurement to
confirm finding; 4.
Assess effectiveness of
Contractor’s remedial actions and
keep EPD, IEC and ER informed of
the results. |
1.
Check monitoring data
submitted by ET; 2.
Check Contractor’s
working method; 3.
Discuss with ET and Contractor on possible
remedial measures; 4.
Advise the ER on the
effectiveness of
the proposed remedial measures. |
1.
Confirm receipt of
notification of
exceedance in writing; 2.
Notify Contractor; 3.
In consolidation with the IEC, agree with the
Contractor on the
remedial measures to be implemented; 4.
Supervise implementation of
remedial measures; 5.
Conduct meeting with ET and
IEC if exceedance
continues. |
1.
Take immediate action to
avoid further exceedance; 2.
Discuss with ET and IEC on
proper remedial actions; 3.
Submit proposals for remedial actions to ER and
IEC within three
working days of notification; 4.
Implement the agreed
proposals. |
Limit Level being
exceeded by two or more consecutive sampling |
1.
Notify IEC, ER, Contractor
and EPD; 2.
Repeat measurement to
confirm findings; |
1.
Check monitoring data
submitted by ET; 2.
Check Contractor’s
working method; |
1.
Confirm receipt of
notification of
exceedance in writing; 2.
Notify Contractor; 3.
In consolidation with the
IEC, |
1.
Take immediate action to avoid further
exceedance; 2.
Discuss with ET, ER and
IEC on proper remedial
actions; |
Table 2.3
Event
and Action Plan for Construction
Dust Monitoring
EVENT |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
|
3.
Carry out analysis of
Contractor’s working procedures to identify source
and investigate the causes
of
exceedance; 4.
Increase monitoring frequency to daily; 5.
Arrange meeting with IEC, ER and Contractor to
discuss the remedial actions to be taken; 6.
Assess effectiveness of Contractor’s remedial
actions and keep EPD, IEC and ER informed of the results; 7.
If exceedance stops, cease additional monitoring |
3.
Discuss
amongst ER, ET, and
Contractor on the potential remedial actions; 4.
Review Contractor’s remedial actions whenever
necessary to
assure their effectiveness and advise the ER
accordingly. |
agree with the Contractor
on the remedial measures to be implemented; 4.
Supervise implementation of
remedial measures; 5.
If exceedance continues,
consider stopping the Contractor to continue working on
that portion of work
which causes the exceedance
until the exceedance is
abated. |
3.
Submit proposals for remedial actions to
IEC within three working days
of notification; 4.
Implement the agreed
proposals; 5.
Submit further remedial actions if problem still
not under control; 6.
Stop the relevant portion of works as instructed
by the ER until the exceedance is abated. |
Mitigation
Measures
2.2.32
Mitigation measures
for construction dust are
recommended
in the EIA Report. The Contractor shall
be responsible for the design and implementation
of these
measures.
2.2.33
In order to ensure
compliance with the acceptable
criteria at the ASRs at all
time, requirements of the
Air Pollution Control (Construction Dust)
Regulation shall be adhered to during the construction period.
Misting for
any stockpile of materials
and
provision of windbreaks
on three
sides are proposed to prevent wind erosion. An environmental
monitoring and
auditing program shall
be implemented to monitor the construction process in order to enforce
controls
and modify methods of work if dusty conditions are arisen.
In addition, the following good site practices are recommended to minimise dust
and
other air pollutants impacts during excavation, transportation, and
loading and
unloading of dusty
material:
•
Stockpiling
site(s) should be lined with impermeable sheeting and bunded.
Stockpiles should
be fully covered by impermeable sheeting to reduce dust emission.
•
Misting for the dusty
material should be carried out before
being
loaded into the vehicle.
•
Any
vehicle with an open load carrying area should have properly fitted
side and
tail boards.
•
Material
having the potential to create dust
should
not be loaded from a
level higher
than the side and tail boards and should be dampened and covered by a
clean
tarpaulin.
•
The
tarpaulin should be properly secured and should extent at least 300 mm
over the
edges of the sides and tailboards. The material should
also be dampened if necessary
before transportation.
•
The
vehicles should be restricted to maximum speed
of 10 km
per hour and confined haulage and delivery vehicle to
designated roadways insider the site. On-site unpaved roads should be
compacted
and kept free of lose materials.
•
Vehicle washing facilities
should be provided at
every vehicle exit point.
•
The
area where vehicle washing takes place and the
section of the road between the washing
facilities and the exit point
should be paved with concrete,
bituminous materials or hardcores.
•
Every
main haul road should be scaled with concrete and kept clear of
dusty materials or sprayed with water so
as to maintain the entire road surface
wet.
•
Every
stock of more than 20 bags of cement should be covered entirely by
impervious
sheeting placed in an
area sheltered
on the top and the three sides.
•
Every
vehicle should be washed to
remove
any dusty materials from its body and
wheels
before leaving the construction
sites.
2.2.34
The implementation
schedule for the recommended air quality impact mitigation measures is
presented in Appendices A and A1
respectively.
Noise Parameters
Construction
Phase
2.3.1
The construction noise level shall be measured in
terms of the A-weighted equivalent
continuous sound pressure level (Leq).
Leq (30 minutes)
shall be used as the
monitoring parameter for the
time period between 0700
and 1900
hours on normal weekdays. For all
other
time periods, Leq (5 minutes) shall be
employed for
comparison with the Noise Control Ordinance (NCO)
criteria.
2.3.2
Supplementary information for data
auditing, statistical results such
as L10 and L90
shall also be obtained for reference. A sample data record sheet based
on the
one presented in the EM&A Guidelines for Development Projects in
Hong Kong
is shown in Appendix B. The
ET Leader may modify the data
record sheet for this
EM&A programme, of which the format should
be agreed by the
ER and the IEC.
Monitoring Equipment
2.3.3
As referred to in the Technical Memorandum (TM)
issued under the NCO, sound level
meters
in compliance with the International Electrotechnical Commission
Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications
shall be used
for carrying out the noise
monitoring.
Immediately prior to and following each noise measurement the accuracy
of the sound level
meter shall be checked
using an acoustic calibrator generating a known
sound pressure level at a known frequency. Measurements may be
accepted
as valid only if the calibration level from before and after the noise measurement agree to
within 1.0 dB.
2.3.4
Noise measurements shall
not be made in fog, rain, wind with a steady speed
exceeding 5 m/s or wind with gusts exceeding 10 m/s. The wind speed
shall be checked with a portable
wind speed meter capable of measuring
the
wind speed in m/s.
2.3.5
The ET is responsible for the provision of
the monitoring equipment. He shall
ensure that sufficient noise
measuring equipment and associated instrumentation are available for
carrying
out the baseline monitoring, regular impact monitoring and ad hoc
monitoring.
All the equipment and associated instrumentation shall be clearly labelled.
Monitoring Locations
2.3.6
The locations of
construction and operational noise monitoring stations are
summarized in
Table 2.4 and shown
in Figure
2.2. These locations represent the worst
affected sensitive receivers during
construction.
Table 2.4 Noise
Monitoring Stations
Noise
Monitoring Station |
NSR
ID in EIA Report |
Noise
Monitoring Location |
Construction
Noise |
||
M11 |
N18 |
The Hong Kong Society
for the Blind’s Factory cum Sheltered Workshop |
M12 |
PN83,
PN84 and PN84A |
Hong Kong Children’s
Hospital |
2.3.7
The status and locations of
noise
sensitive receivers may change after issuing this Manual. If such
case exists, the ET Leader shall propose updated monitoring
locations
and seek approval from
EPD and agreement
from the ER and the IEC before baseline monitoring
commences.
2.3.8
When alternative monitoring locations are
proposed, the monitoring locations shall be chosen based on the
following criteria:
(i)
Monitoring
at sensitive receivers close to the major site activities which are
likely to
have noise impacts;
(ii)
Monitoring
at the noise sensitive receivers as defined in the Technical
Memorandum; and
(iii)
Assurance of
minimal disturbance to the occupants
during monitoring.
2.3.9
The monitoring station shall normally be at a
point 1 m from the exterior of the sensitive receiver building facade
and be at
a position 1.2 m above the ground. If there is problem with access to
the normal
monitoring position, an alternative position may be chosen, and a
correction to
the measurements shall be made. For reference, a correction of
+3 dB(A) shall be made to the free field
measurements. The ET shall agree
with
the IEC on the monitoring position and the corrections adopted. Once
the
positions for the monitoring stations are chosen, the baseline
monitoring and
the impact monitoring shall be carried out
at
the same positions.
Baseline Monitoring
Construction
Phase
2.3.10
The ET shall carry out baseline noise
monitoring prior to the commencement of
the
construction works. The
baseline
monitoring shall be carried out daily for a period of
at least two weeks. Before
commencing
the baseline monitoring, the ET shall
develop and submit to the IEC the baseline monitoring programme
such that the IEC can
conduct on-site
audit to ensure accuracy of the
baseline
monitoring results.
2.3.11
There shall not be any construction activities
in the vicinity of the stations during the
baseline monitoring.
2.3.12
In exceptional cases,
when insufficient baseline monitoring data or
questionable results are obtained,
the
ET Leader shall liaise with the ER, EPD and IEC to agree on an
appropriate set of
data to be used as a baseline
reference and submit to the ER and IEC for agreement and EPD for approval.
Impact Monitoring
Construction
Phase
2.3.13
Noise monitoring shall
be carried out at all the designated
monitoring stations. The monitoring frequency shall
depend on the scale of the construction activities. The following is
an initial
guide on the regular monitoring frequency for each station on a weekly
basis
when noise generating activities are
underway:
·
one set of
measurements
between 0700 and 1900 hours on normal
weekdays.
2.3.14
If construction works
are extended to include works
during the hours of 1900 – 0700 as well as public holidays and
Sundays,
additional weekly impact monitoring shall be carried out
during respective restricted hours periods. Applicable
permits under NCO shall be obtained by the
Contractor.
2.3.15
If a school
exists near the construction activity, noise
monitoring shall be carried out at
the
monitoring stations for the schools during the school examination
periods. The
ET Leader shall liaise
with the
school’s personnel and the Examination Authority to ascertain the
exact dates
and times of all
examination periods
during the course of
the contract.
2.3.16
In case of non-compliance
with
the construction noise criteria,
more
frequent monitoring, as specified in the Action Plan in Table
2.6,
shall be carried out. This additional
monitoring shall be continued until the recorded noise levels are
rectified or
demonstrated to be unrelated to the construction
activities.
Event and Action Plan
Construction
Phase
2.3.17
The Action and Limit levels for construction
noise are defined in Table 2.5.
Should non- compliance of the criteria occur, action in accordance
with the
Event and Action Plan in Table 2.6 shall
be implemented.
Table 2.5 Action and Limit Levels for Construction Noise
Time
Period |
Action
Level |
Limit
Level |
0700
– 1900 hours on normal
weekdays |
When one documented
compliant is received |
75
dB(A) * |
Notes: If works are to be carried
out during restricted hours, the
conditions stipulated in the Construction Noise Permit (CNP) issued by
the
Noise Control Authority
have to be
followed.
*
70 dB(A) and 65 dB(A) for schools during normal teaching periods and
school
examination periods, respectively.
Mitigation Measures
Construction
Phase
2.3.18
To alleviate the construction noise impact on
the affected NSRs, movable noise barriers and acoustic mats are
proposed to be
provided for particular items of plant and construction works. It is
anticipated that a movable noise barrier with a cantilevered upper
portion
located within 5m from any static or mobile plant can provide 5 dB(A)
noise
reduction for mobile plant and 10 dB(A) noise reduction for static
plant. The
barrier material shall have a surface mass of not less than 14 kg/m2
on skid
footing with 25mm thick internal sound absorptive lining to achieve
the maximum
screening effect.
2.3.19
In addition, the good site practices listed
below should be adopted by all the Contractors to further ameliorate
the noise
impacts.
·
Only well-maintained plant should be operated
on-site and plant should be serviced regularly during the construction program.
·
Silencers or mufflers on construction equipment
should be utilised and should be properly
maintained
during the construction program.
·
Mobile plant, if any,
should be sited as far away
from NSRs as possible.
·
Machines and plant (such as trucks) that may be
in intermittent use should
be shut down between
works periods or should
be throttled down to a minimum.
·
Plant known to emit noise strongly in one
direction should, wherever possible, be orientated so that the noise
is
directed away from the
nearby
NSRs.
·
Material stockpiles and other structures should
be effectively utilised, wherever practicable, in
screening noise from
on-site construction activities.
2.3.20
If the above measures are not sufficient to
restore the construction noise quality to acceptable levels upon the
advice of
ET Leader, the Contractor shall liaise with the ET Leader to
identify
further mitigation measures. They shall be proposed to ER for
approval, and the
Contractor shall then implement these additional mitigation measures.
2.3.21
The implementation schedule for the recommended
mitigation measures is presented
in Appendices
A and A1 respectively.
Table 2.6
Event/Action Plan for Construction Noise
EVENT |
ACTION |
||||
ET |
IEC |
ER |
CONTRACTOR |
|
|
Action Level being
exceeded |
1.
Notify ER, IEC and
Contractor; 2.
Carry out
investigation; 3.
Report the results of
investigation to the IEC, ER and Contractor; 4.
Discuss with the IEC and Contractor on remedial
measures required; 5.
Increase monitoring frequency to check mitigation effectiveness. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
1.
Review the
investigation results submitted
by the ET; 2.
Review the
proposed remedial measures by the Contractor and advise the ER accordingly; 3.
Advise the ER on the effectiveness
of the proposed
remedial measures. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
1.
Confirm receipt of
notification of failure in
writing; 2.
Notify Contractor; 3.
In consolidation with the IEC, agree with the
Contractor on the remedial measures to be implemented; 4.
Supervise the implementation of remedial
measures. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
1.
Submit
noise
mitigation proposals
to IEC and ER; 2.
Implement noise mitigation proposals. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
|
Limit
Level being
exceeded |
1.
Inform IEC, ER,
Contractor and EPD; 2.
Repeat
measurements to
confirm findings; |
1.
Discuss amongst ER,
ET, and Contractor on the potential
remedial actions; 2.
Review Contractor’s
remedial actions whenever
necessary to assure their effectiveness
and advise the ER
accordingly. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
1.
Confirm receipt of
notification of failure in
writing; 2.
Notify Contractor; 3.
In consolidation with the IEC, agree with the
Contractor on the remedial measures to be implemented; 4.
Supervise the implementation of remedial
measures; 5.
If exceedance
continues, consider stopping the Contractor to
continue working on that portion of
work which causes the exceedance until the exceedance
is abated. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
1.
Take immediate action to avoid further exceedance; 2.
Submit proposals for remedial actions to IEC and
ER within 3 working days of notification; 3.
Implement the agreed
proposals; 4.
Submit further proposal if problem
still not
under control; 5.
Stop the relevant portion of works as
instructed by the ER until the exceedance is abated. (The above actions should
be taken within 2 working days after the exceedance is
identified) |
|
|
3.
Increase monitoring
frequency; |
|
|||
|
4.
Identify source and
investigate the cause of exceedance; |
|
|||
|
5.
Carry out analysis of Contractor’s
working procedures; |
|
|||
|
6.
Discuss with the IEC, Contractor
and ER on remedial measures
required; |
|
|||
|
7.
Assess effectiveness of Contractor’s remedial
actions and keep IEC,
EPD and ER
informed of the results; |
|
|||
|
8.
If
exceedance stops, cease
additional monitoring. |
|
|||
|
(The above actions should
be taken within 2 working days after the exceedance is
identified) |
|
Introduction
2.4.1
No off-site marine water
quality impact would be expected from the Project and
given that there would not be any marine-based works for the proposed
works, water quality
monitoring is not considered
necessary. However, it is recommended that regular site audits (at
least once
per week) be
undertaken to inspect the
construction activities and works
areas in order to ensure the
recommended mitigation measures are properly implemented. Proposed
mitigation
measures for containing and minimizing water quality impacts are
listed in the
implementation schedule given in Appendices A and A1 respectively.
Site
Audits
2.4.2
Implementation of
regular site audits (at least once per week)
is to ensure that the recommended mitigation measures are
to be properly undertaken. It can also provide an effective control of any malpractices and
therefore achieve
continual improvement of environmental
performance
on site.
2.4.3
Site audits shall
include site inspections and monitoring audits.
Site Inspections
2.4.4
Site inspections shall
be carried out by the ET and
shall be based on
the
mitigation measures for water
pollution
control recommended in the implementation schedule as attached in Appendices A and A1 respectively.
In the
event that the recommended mitigation measures are not
fully or properly implemented, deficiency shall be recorded
and reported to the site management. Suitable actions are to be
carried out to:
·
Investigate the problems and the
causes;
·
Issue action notes to the Contractor which is
responsible for the works;
·
Implement remedial and corrective actions
immediately;
·
Re-inspect the site conditions upon completion of
the remedial and corrective actions; and
·
Record the event and discuss
with the Contractor for preventive
actions.
Monitoring
Audits
2.4.5
Monitoring audits are to be undertaken to
ensure that a valid discharge license has been issued
by EPD prior to the discharge of effluent from the
Project site. Parameters
included in
the WPCO licence, will also
be included in the monitoring programme. The chemical
testing of water samples
collected
in the monitoring programme should be undertaken by a Hong Kong
Laboratory
Accreditation Scheme (HOKLAS) accredited laboratory. The audit results
reflect
whether the effluent quality is in compliance with the discharge
license
requirements and that the recommended water quality mitigation
measures are
properly implemented. In case
of
non-compliance, suitable actions should be undertaken
to:
·
Notify the site management for the
non-compliance;
·
Identify the sources of pollution;
·
Check the implementation status
of the recommended mitigation
measures;
·
Investigate the operating conditions of the
on-site treatment systems;
·
Implement corrective and remedial actions to
improve the effluent quality;
·
Increase monitoring frequency until the
effluent quality is in compliance with the discharge licence
requirements; and
·
Record the non-compliance and propose
preventive measures.
2.5
Waste
Management Implications
Introduction
2.5.1
Waste management will
be the Contractor’s responsibility to ensure that all
wastes produced during the construction works of the Project
are handled, stored and disposed
of
in accordance with good waste
management
practices and EPD’s regulations and
requirements.
2.5.2
Waste materials
generated during the construction works, such
as, general refuse and chemical
wastes, are recommended
to be
audited at regular
intervals (at
least once per week)
to ensure
that proper storage, transportation and disposal
practices are being
implemented. This monitoring of
waste
management practices will ensure
that these solid and liquid wastes
are
not disposed into the
nearby harbour waters. The Contractor
will be responsible
for the implementation of any mitigation measures to minimise
waste or redress problems arising from the waste materials.
Waste Control and Mitigation Measures
2.5.3
Mitigation measures
for waste management
are summarised below. With the
appropriate handling, storage
and removal of
waste arisings
during the construction works
as
defined below, the potential to cause adverse environmental impacts
will be minimised.
Good Site Practices
2.5.4
Adverse impacts
related to waste management
are not
expected to arise, provided
that
good site practices are strictly followed. Recommendations for good
site
practices during the construction works
include:
·
Nomination of an
approved person, such as
a site manager, to be responsible
for good site practices, arrangements for collection and effective disposal to an appropriate
facility, of all wastes
generated at the site;
·
Training of site
personnel in proper waste management
and chemical waste handling
procedures;
·
Provision of sufficient
waste disposal points
and regular collection for disposal;
·
Appropriate measures
to minimise windblown
litter and dust during
transportation
of waste
by either covering trucks or by
transporting wastes in enclosed
containers;
·
Regular cleaning and
maintenance programme for drainage systems, sumps and oil
interceptors;
·
A recording system
for the amount of wastes
generated, recycled and disposed
of
(including the disposal sites).
Waste Reduction
Measures
2.5.5
Good management and control can prevent the
generation of a
significant amount of waste.
Waste reduction is best
achieved
at the planning and design stage, as well
as
by ensuring the implementation of
good
site practices. Recommendations to achieve waste
reduction include:
·
Sorting C&D waste
from construction activities to recover recyclable
portions such as
metals;
·
Segregation and storage of different types of
waste
in different containers, skips or stockpiles to enhance reuse
or
recycling of materials
and their
proper disposal;
·
Encouraging collection of
aluminium cans, PET bottles and
paper by providing
separate labelled bins to enable these wastes
to be segregated from other general refuse generated by the work
force;
·
Recycling any unused
chemicals or those with remaining functional
capacity;
·
Proper storage and site practices to minimise
the potential for damage or contamination of
construction materials;
·
Planning and stocking construction materials
carefully to minimise amount of
waste generated
and
avoid unnecessary generation of waste.
2.5.6
In addition to the above measures, specific
mitigation measures are recommended below for the identified waste
arisings to minimise
environmental impacts during handling, transportation and disposal
of these wastes.
Construction and
Demolition Material
2.5.7
The C&D material
should be sorted on-site into inert C&D material (that is, public
fill) and C&D
waste. The inert C&D material
would require disposal to
the designated public fill reception facility. C&D waste,
such as steel and other metals should be re-used or
recycled and, as a last resort, disposed
of
to landfill. It is recommended that a suitable area be designated to
facilitate
the sorting process and a temporary stockpiling area will be required
for the
separated materials.
2.5.8
In order to monitor the disposal
of public fill and C&D
waste
at public filling facilities and
landfills, respectively, and to control fly tipping, a
trip-ticket system should
be included as one of the
contractual requirements
and
implemented by the ET. The IEC should be responsible for auditing the
results of the
system.
General Refuse
2.5.9
General refuse
should be stored in enclosed bins or compaction units separate
from C&D material.
A licensed waste collector
should be employed by the Contractor to remove general refuse from the
site,
separately from C&D
material.
Effective collection and storage methods (including enclosed
and covered area) of
site wastes would be required to prevent waste
materials from being blown around by wind, wastewater
discharge by flushing or
leaching into the marine environment or creating odour
nuisance or pest and
vermin
problem.
Chemical
Wastes
2.5.10
After use, chemical
wastes (for example,
cleaning
fluids, solvents, lubrication oil
and
fuel) should be handled according to the Code
of Practice on the
Packaging,
Labelling and Storage
of Chemical
Wastes. Spent chemicals should
be
collected by a licensed collector for disposal
at the CWTF or other licensed facility, in accordance with the
Waste Disposal (Chemical
Waste) (General) Regulation.
2.5.11
Table 2.7 provides a
summary of the various
waste types likely to
be generated during
the construction works, together
with
the recommended handling and disposal methods.
Table 2.7
Summary
of Waste Handling Procedures and Disposal Routes
Waste
Type |
Generated
From Works Item |
Total
Quantity Generated |
Quantity
to be disposed off-site / re- used |
Handling |
Disposal |
C&D Material |
Distributor roads serving
the planned Kai Tak Development |
2,217
m3 in total |
Public fill / on-site
reuse |
Dust and water Dust
quality mitigation measures |
Sort on-site into Inert
C&D material to be disposed off-
site to the designated public fill reception facility, C&D
material should be reused as far as practicable |
Chemical Wastes |
Lubrication oil, fuel
etc. from operation, maintenance, and servicing of
construction plant |
Few cubic metres
per month (preliminary estimate) |
Few cubic metres
per month (preliminary estimate) |
Recycle on-site or by
licensed companies Stored
on-site within suitably designed containers |
Chemical Waste Treatment
Facility or other licensed facility |
General
Refuse |
Waste paper, discarded
containers etc. generated from workforce |
Few cubic metres
per month (preliminary estimate) |
Few cubic metres
per month (preliminary estimate) |
Provide
on-site refuse collection points |
Refuse station for
compaction and containerisatio n
and then to landfill |
2.5.12
The implementation schedule of
the recommended mitigation measures is
presented in Appendices
A and A1
respectively
2.6.1
The EIA study has
evaluated the potential land contamination issues that may pose
impacts on the construction of
the new distributor roads.
As indicated in the EIA study, no
potential land contamination associated with Roads D1, D2 & D3 is
anticipated; however potential land contamination impacts in
association with
the proposed Road D4 alignment were
revealed
from the land contamination investigations.
2.6.2
The proposed Road D4
alignment would encroach
upon a small part of the sites of
the
ex- GFS building, the Radar Station and the EMSD Kowloon
Bay Vehicle Repairing and
Maintenance Workshop. Based on the findings of land
contamination
assessment, the extent of identified
contamination
within the ex-GFS building and the Radar Station does not
fall within the alignment of
Road D4, therefore adverse environmental
impact of the ex-GFS
building and
the Radar Station in respect of
land
contamination on Road D4 is not
anticipated.
Therefore upon completion of any necessary
decontamination works at the EMSD Kowloon Bay Vehicle Repairing and
Maintenance
Workshop, no adverse residual environmental impact in respect of
land contamination on Road D4 is
anticipated.
2.6.3
However, it should be
noted that some small parts
of the
ex-GFS building and Radar Station including the transformer room and the generator room
etc. were still under
operation during the
previous land contamination site investigation (SI), SI at those areas
was not
possible due to site accessibility and safety issues.
For these remaining areas with potential land contamination
concerns, a
supplementary land contamination SI was
recommended
to be carried out upon the cessation of the operations under the Kai Tak Development Project. A supplementary
sampling plan
providing the sampling and laboratory analysis information for the
supplementary SI in these areas has been provided in the respective
CAR and CAR/RAP for
Radar Station and ex-GFS
building respectively.
2.6.4
During site
investigation, no exceedances in Dutch B level were
found among the soil samples collected in the areas
surrounding the inaccessible areas in both Radar Station and
ex-GFS building, contamination, if any,
within those inaccessible areas are
considered localized and surmountable and its impacts on the
surrounding
environment are considered to
be
minimal. It should be noted that those inaccessible areas do not fall
within
the alignment of Road
D4 and thus any
contamination identified within those inaccessible areas in the future
would
not affect the
assessment on DP1
Project presented in this section.
2.6.5
For Electrical and
Mechanical Services Department (EMSD) Kowloon Bay Vehicle Maintenance
Workshop,
EMSD as the current occupant shall
conduct
a detailed land contamination assessment
and complete the necessary remediation prior to handing over
the site
back to the Government for construction of the proposed Road D4. The
implementation schedule of the
recommended
mitigation measures is presented in Appendices A and A1 respectively.
2.6.6
With proper
implementation and completion of
the
appropriate remediation action by EMSD for the Kowloon Bay Vehicle
Maintenance
Workshop site next to a section of
Road
D4, further mitigation
measures with
regards to land contamination would not be necessary for the
construction and
operation of this
project. Hence, no
environmental monitoring and audit requirements with
regards to land
contamination will be required for this
project
2.7
Impact on
Cultural Heritage
2.7.1
The proposed Road D1 is situated in an area of
archaeological potential. The
archaeological investigation
recently conducted for KTD confirmed that there is no archaeological
potential
in the vicinity of Road D1 except the area around Trench AA3. Further
archaeological
investigation and rescue excavation for the area around Trench AA3
will be
conducted as the mitigation recommendations for KTD.
No further archaeological investigation or mitigation will
be required for Road D1. Proposed
Road
D1 is not in the vicinity of any
built
heritage resources and no adverse impacts will
arise from the construction of
Road D1.
2.7.2
The alignment of
Roads D3 and D4 are in the
vicinity
of Fire Station C together with its adjacent pole, runway and seawall.
However, the construction of Roads
D3
and Road D4 would not encroach onto the site of
Fire Station C and its adjacent wind pole. Besides, the
construction of Roads
D3 and Road D4 would also not
affect the seawall and the shape
of the runway, no adverse impacts on
built heritage resources will arise
from
the construction of Roads D3 and D4. Besides, since the proposed Roads
D2, D3
and D4 are all located on reclaimed land, the construction of
the proposed Roads D2, D3 and D4 will
not cause any adverse
impacts on
archaeological resources.
2.7.3
No mitigation will be required for the proposed
DP1 Project and no EM&A requirements will
be necessary.
2.8
Landscape
and Visual Impact
Introduction
2.8.1
The EIA has recommended landscape and visual
mitigation measures to be undertaken during both the construction and
operational phases of the project. This section outlines the
monitoring and audit of
these
measures.
2.8.2
The sensitive receivers are shown
in Figure 2.4A,
2.4B, 2.5A, 2.5B,
2.6A, 2.6B
(AEIAR-130/2009).
Methodology and Criteria (AEIAR-130/2009 and
AEIAR-170/2013)
2.8.3
The design, implementation and maintenance of
landscape and visual mitigation measures should be checked to ensure
that they
are fully realized and that potential conflicts between the proposed
landscape
measures and any other project works and operational requirements are
resolved
at the earliest possible date and without compromise to the intention
of the
mitigation measures.
2.8.4
Site inspection and audit is necessary
in the operation stage.
Table 2.8 Monitoring Programme (Table 2.8 of
AEIAR-130/2009)
Stage |
Monitoring Task |
Monitoring Report |
Form of Approval |
Frequency |
Design |
Monitoring of design works against the
recommendations of the landscape and visual impact assessments
within the EIA should be undertaken during detailed design and
tender stages, to ensure that they fulfil the intentions of
the mitigation measures.
Any changes to the design, including design changes
on site should also be checked. |
Report
by ER
confirming that the
design conforms to requirements of EP |
Approved by Client |
At Completion of Design Stage |
Construction |
Monitoring of the contractor’s operations during
the construction period. |
Report on Contractor’s compliance, by ET |
Counter-signature of report by IEC |
Weekly |
Establishment Works |
Monitoring of the planting works during the
24-month Establishment period after completion of the
construction works |
Report on Contractor’s compliance, by ET |
Counter-signature of report by IEC |
3 months |
Design
(AEIAR-130/2009 & AEIAR-170/2013)
2.8.5
The mitigation measures proposed within the EIA
to mitigate the landscape and visual impacts of
the scheme should be embodied into the detailed engineering
design and landscape
design drawings and contract
documents. Designs should be
checked
to ensure that the
measures are fully
incorporated and that potential conflicts with civil engineering,
geo-technical, structural, lighting, signage, drainage, underground
utility and
operational requirements are resolved prior to
construction.
Construction
& Establishment Period (AEIAR-130/2009 & AEIAR-170/2013)
2.8.6
The implementation of
landscape construction works
and subsequent maintenance operations during the 12-month
establishment
period must be supervised by fully qualified Landscape Resident Site
Staff
(Registered Landscape Architect or Professional Member of
the Hong Kong Institute of
landscape Architects).
2.8.7
Measures to mitigate landscape and visual
impacts during construction should be checked to ensure compliance
with the
intended aims of the measures.
2.8.8
The progress of the engineering works
shall be regularly reviewed
on site to identify the earliest
practical opportunities for the landscape works to be
undertaken.
Baseline Monitoring (AEIAR-130/2009
& AEIAR-170/2013)
2.8.9
A one off survey shall
be conducted prior to commencement of
any
construction works. A
photographic
record of the site at the time of
the
contractor’s possession of the site shall be prepared by the
Contractor and
approved by the ER. The approved photographic Record shall be
submitted to the
Project proponent, ET, IEC and
EPD
for record.
Event/Action Plan for
Landscape and Visual Works (AEIAR-130/2009 & AEIAR-170/2013)
2.8.10
Should non-compliance of
the landscape and visual impacts occur, actions in accordance
with the action plan stated in Table 2.9
should be carried
out.
Table 2.9
Event
and Action Plan for Landscape and Visual Impact (Table 2.9 of AEIAR-130/2009 & Table 6.2 of
AEIAR-170/2013)
EVENT
ACTION LEVEL |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
Design Check |
·
Check final design conforms to the requirements
of EP and prepare report. |
·
Check report. ·
Recommend remedial
design if necessary |
·
Undertake remedial
design if necessary |
|
Non- conformity on
one occasion |
·
Identify Source ·
Inform IEC and
ER ·
Discuss remedial actions with IEC, ER and
Contractor ·
Monitor remedial actions until
rectification has been
completed |
·
Check report ·
Check Contractor's
working method ·
Discuss with ET and Contractor on possible
remedial measures ·
Advise ER on effectiveness
of proposed remedial
measures. ·
Check implementatio n of remedial measures. |
·
Notify Contractor ·
Ensure remedial measures are properly implemented |
·
Amend working methods ·
Rectify damage and
undertake any necessary
replacement |
Repeated Non- conformity |
·
Identify Source ·
Inform IEC and
ER ·
Increase monitoring
frequency ·
Discuss remedial actions with IEC, ER and
Contractor ·
Monitor remedial actions until
rectification has been
completed ·
If non- conformity stops,
cease additional monitoring |
·
Check monitoring
report ·
Check Contractor's
working method ·
Discuss with ET and Contractor on possible
remedial measures ·
Advise ER on effectiveness
of proposed remedial
measures ·
Supervise implementation
of remedial measures. |
·
Notify Contractor ·
Ensure remedial measures are properly implemented |
·
Amend working methods ·
Rectify damage and
undertake any necessary
replacement |
Mitigation Measures
2.8.11
The landscape and visual
impact assessment of the
EIA
recommends a series on mitigation measures, as noted
below:
Landscape and Visual Mitigation
Measures during Construction Phase
(a)
CM1
·
All existing trees
should be carefully protected during construction (AEIAR-130/2009).
·
Minimised
construction area and contractor’s temporary works areas
(AEIAR-170/2013).
(b)
CM2
·
Trees unavoidably affected
by the works should be transplanted where practical. Detailed
transplanting
proposal will be submitted to relevant government departments for
approval in
accordance with ETWBC 2/2004 and 3/2006. Final locations of
transplanted trees
should be agreed prior to commencement of the work (AEIAR-130/2009).
·
Control of night-time
lighting and glare by hooding all lights (AEIAR-170/2013)
(c)
CM3
·
Control of night-time
lighting (AEIAR-130/2009).
·
Erection of
decorative mesh screens or construction hoardings around works areas
in
visually unobtrusive colours
(AEIAR-170/2013)
(d)
CM4
·
Erection of decorative
screen hoarding (AEIAR-130/2009).
·
Reduction of
construction period to practical minimum (AEIAR-170/2013)
(e)
CM5
·
Limitation of /
ensuring no run-off into surrounding landscape and adjacent water sea
areas (AEIAR-170/2013)
(f)
CM6
·
Temporary or advance
landscape should be provided along the temporary access roads to the
Cruise
Terminal until such time as road D3 is open (AEIAR-170/2013)
Landscape and Visual
Mitigation Measures during Operation Phase
(a)
OM1
·
Compensatory tree
planting should be incorporated into the proposed projects where
trees are affected (AEIAR-130/2009).
·
All
above ground structures shall be sensitively designed with regard to
the form,
material and finishes and shall respond to the existing and planned
urban
context (AEIAR-170/2013).
(b)
OM2
·
Tall buffer screen
tree / shrub / climber
planting
should be incorporated to soften hard engineering structures and
facilities (AEIAR-130/2009).
·
Streetscape elements
shall be sensitively designed in a manner that responds to the
existing and
planned urban context (AEIAR-170/2013).
(c)
OM3
·
Sensitive streetscape
design should be incorporated along all new roads to reflect the new
urban
development in Kai Tak (AEIAR-130/2009).
·
Attractive soft
landscape in areas adjoining any visible structures such as tall
buffer screen
tree/shrub/climber planting, vertical greening and roof greening where
appropriate
should be incorporated so as to provide a visual softening and
greening effect
and soften hard engineering structures and facilities (AEIAR-170/2013).
(d)
OM4
·
Structure, ornamental
tree / shrub / climber
planting
should be provided along roadside amenity strips and central dividers
to
enhance the townscape quality,
where space is
available (AEIAR-130/2009).
·
Structure, ornamental
tree/shrub/climber planting should be provided along roadside amenity
strips to
enhance the townscape quality, where space is available
(AEIAR-170/2013)
(e)
OM5
·
Aesthetically
pleasing design as regard to the form, material and finishes should be
incorporated to all buildings, engineering structures and associated
infrastructure
facilities (AEIAR-130/2009).
·
Appropriate design of
street lighting to avoid glare and light pollution to surrounding
areas (AEIAR-170/2013) (OM5)
(f)
OM6
·
Avoidance of
excessive height and bulk of the associated landscaped deck to the
central
boulevard (AEIAR-170/2013).
(g)
OM7
·
Elegant engineering
design, sensitive architectural and chromatic treatment and generous
planting
of the associated landscaped deck to the central boulevard. The form,
color and
surface detailing of these structures should be carefully considered
to reduce
their apparent height and bulk (visual weight) (AEIAR-170/2013).
(h)
OM8
·
Sensitive design of
noise barriers & enclosures with greening (screen
planting/climbers/green
roofs) and chromic measures (AEIAR-170/2013).
(i)
OM9
·
Compensatory Tree
Planting for felled trees (AEIAR-170/2013)
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
15.1.1
Site inspection
provides a direct means to trigger and
enforce
specified environmental protection and pollution control measures.
These shall
be undertaken regularly and routinely
to
inspect construction activities in order to ensure
that appropriate environmental protection and pollution
control mitigation measures are properly
implemented. The site inspection is one of the most effective tools to
enforce
the environmental protection requirements at the works
area.
15.1.2
The ET Leader shall
be responsible for formulating the environmental site inspection, the
deficiency and remedial action reporting system, and for carrying out
the site
inspection works. The ET Leader shall
submit
a proposal for site inspection and deficiency and
remedial action reporting procedures to the Contractor for
agreement,
and to the ER for approval. The ET’s proposal for rectification would
be made
known to the IEC.
15.1.3
Regular site
inspections shall be carried out at least
once
per week. The areas of
inspection
shall not be limited to the environmental situation and the pollution
control and mitigation
measures within the site, it
should also review the
environmental
situation outside the works area
which
is likely to be affected directly or
indirectly
by the site activities. The ET
shall make reference to
the following
information in conducting the inspection:
·
The EIA and EM&A
recommendations on environmental protection and pollution control
mitigation measures;
·
Ongoing results of
the EM&A program;
·
Works progress and
programme;
·
Individual works
methodology proposals (which shall
include proposal on associated pollution control
measures);
·
Contract
specifications on environmental protection and pollution prevention control;
·
Relevant environmental
protection and pollution control
laws;
·
Previous site
inspection results undertaken by the ET and
others.
15.1.4
The Contractor shall
keep the ET Leader
updated with all
relevant information on the construction contract necessary
for him/her to carry out the site inspections.
Inspection results and associated recommendations for improvements to
the
environmental protection and pollution control works
shall be submitted to the IEC and the Contractor within 24
hours for reference and for taking immediate remedial action. The
Contractor
shall follow the procedures and time-frame stipulated in the
environmental site
inspection, and the deficiency and remedial action reporting system
formulated
by the ET Leader, to report on any remedial measures subsequent to the
site inspections.
15.1.5
The ET shall also
carry out ad hoc site inspections if
significant environmental problems are
identified.
Inspections may also be
required
subsequent to receipt of an
environmental
complaint, or as part of the
investigation
work, as specified in the Event and Action Plan for environmental
monitoring and audit.
15.2
Compliance
with Legal and Contractual Requirements
15.2.1
There are contractual
environmental protection and pollution control requirements as well as
environmental
protection and pollution control laws in Hong Kong with which
construction
activities must comply.
15.2.2
In order that the works
are in compliance with the
contractual requirements, all works
method
statements submitted by the Contractor to the ER for approval shall
be sent to the ET Leader for vetting
to see whether sufficient
environmental
protection and pollution control measures have been included. The
implementation schedule of mitigation measures is summarised
in Appendices
A and A1 respectively.
15.2.3
The ET Leader
shall also review the progress
and programme of the works to check that
relevant environmental
laws have not been violated, and that any foreseeable potential for
violating
laws can be prevented.
15.2.4
The Contractor shall
regularly copy relevant documents to the ET
Leader so that
works checking could be
carried out
effectively. The document shall at least include the updated Works
Progress
Reports, updated Works Programme, any application letters for
different licence / permits under the
environmental protection laws,
and copies of all valid
licences / permits. The site diary shall also be available for
the ET Leader's inspection upon
his/her request.
15.2.5
After reviewing the
documentation, the ET Leader
shall
advise the Contractor of any
non-
compliance with contractual and legislative requirements on
environmental
protection and pollution
control for them to
take follow-up actions. If the ET
Leader's review concludes that the current status on licence
/ permit application and any environmental protection and
pollution control preparation works
may result in potential violation of
environmental protection and pollution control requirements,
he/she shall also advise
the
Contractor accordingly.
15.2.6
Upon receipt of the
advice, the Contractor shall undertake
immediate action to remedy
the situation. The ER shall follow up to ensure that appropriate
action has
been taken in order to satisfy contractual and legal
requirements.
15.3.1
Complaints shall
be referred to the ET Leader for action.
The ET Leader
shall undertake the following procedures upon receipt of
any complaint:
•
Log
complaint and date of receipt
onto
the complaint database and inform the IEC immediately;
•
Investigate
the complaint to determine its validity, and assess whether
the source of the problem is
due to works activities;
•
Identify
mitigation measures in consultation with the IEC if a complaint is
valid and due to
works;
•
Advise
the Contractor if mitigation measures are
required;
•
Review
the Contractor's response to
identified
mitigation measures, and the updated situation;
•
If
the complaint is transferred from EPD, submit interim report to EPD on status of the
complaint investigation and follow-up action within the time
frame assigned by EPD;
•
Undertake
additional monitoring and audit to verify the situation if necessary,
and review that
circumstances leading to the complaint do not
recur;
•
Report
investigation results and subsequent actions to complainant (if
the source of complaint is identified
through EPD, the results should be reported within the timeframe assigned by
EPD);
•
Record
the complaint, investigation, the subsequent
actions and the results in the monthly EM&A
reports.
15.3.2
A flow chart of the
complaint response procedures
is shown in Figure 15.1.
16.1.1
The EM&A reporting shall be carried out in
paper based plus
electronic
submission upon agreeing the format with the ER and EPD. All the
monitoring
data (baseline and impact) shall also be submitted in
electronic format. The formats for air quality, noise and
water quality monitoring data to be submitted on diskette are shown
in Appendix
B.
16.1.2
Types of reports
that
the ET Leader shall
prepare and
submit include baseline monitoring report, monthly EM&A report,
quarterly
EM&A summary report and final EM&A review report. In
accordance with
Annex 21 of the
EIAO-TM, a copy of the
monthly, quarterly summary and
final review EM&A reports
shall be made available to the Director of
Environmental
Protection (DEP).
16.2
Electronic Reporting of
EM&A Information
16.2.1
To facilitate public inspection of
the baseline monitoring report and
various EM&A reports via the
EIAO internet website and
at the
EIAO Register Office, electronic copies of
these
reports shall be
prepared in Hyper Text Markup
Language (HTML) (version 4.0
or later) and in
Portable Document
Format (PDF version 4.0 or later),
unless
otherwise agreed by EPD and shall be submitted at
the same time as the hardcopies. For the HTML version, a
content page capable
of providing
hyperlink to each section and sub-section of
these reports shall be included at the beginning of
the document. Hyperlinks to all figures, drawings and
tables in these reports shall be
provided in the main text from
where the respective
references are made.
All graphics in these reports shall be in interlaced GIF format unless otherwise agreed by
EPD. The
content of the
electronic copies of
these reports must be the same as the hard copies. The summary of the monitoring data taken
shall be
included in the various EM&A reports to allow for public
inspection via the
EIAO internet website.
16.3
Baseline
Monitoring Report
16.3.1
The ET Leader
shall
prepare and submit a Baseline Environmental Monitoring Report
within 10 working days of
completion of the
baseline monitoring. Copies of
the Baseline Environmental Monitoring Report shall be
submitted to the Contractor, the IEC, the ER and
EPD. The ET Leader shall liaise with the relevant parties on
the exact number of copies they
require.
16.3.2
The baseline monitoring report shall
include, but not be
limited to the following:
(i)
Up to half a page executive
summary;
(ii)
Brief project background
information;
(iii)
Drawings
showing locations of the
baseline
monitoring stations;
(iv)
An updated
construction programme with milestones of environmental protection /
mitigation
activities annotated;
(v)
Monitoring results
(in both hard and soft copies) together
with the following
information:
·
Monitoring methodology;
·
Name of laboratory
and types of equipment used and
calibration details;
·
Parameters monitored;
·
Monitoring locations;
·
Monitoring date,
time, frequency and duration; and
·
Quality assurance
(QA) / quality control (QC)
results and detection limits.
(vi)
Details
on influencing factors, including:
·
Major activities, if
any, being carried out on the site during the
period;
·
Weather conditions
during the period; and
·
Other factors which
might affect results.
(vii)
Determination
of the Action and Limit
Levels (AL
Levels) for each monitoring parameter and statistical analysis of the
baseline
data, the analysis shall conclude
if
there is any
significant difference between
control and impact stations for the
parameters monitored;
(viii)
Revisions
for inclusion in the EM&A Manual;
and
(ix)
Comments,
recommendations and conclusions.
16.4.1
The results and
findings of all EM&A work
required
in this Manual shall be recorded in the monthly EM&A reports
prepared by
the ET Leader. The EM&A
report shall be
prepared and submitted
within 10 working days at the end of each reporting
month, with the first report due the month after construction
commences. Each
monthly EM&A report shall be submitted to the following parties: the Contractor, the IEC, the ER and EPD. Before
submission
of the first EM&A report, the ET Leader shall liaise with the
parties on the required
number of copies and format of
the monthly reports in both
hard copy and electronic medium.
16.4.2
The ET Leader shall
review the number and location of monitoring stations and parameters
every six
months, or on as needed basis, in order to cater for any changes in
the
surrounding environment and the nature of works in progress.
16.5
First
Monthly EM&A Report
16.5.1
The first monthly
EM&A report shall include at least but not be limited to the
following:
(i)
Executive summary
(1-2 pages):
·
Breaches of Action
and Limit Levels;
·
Complaint log;
·
Notifications of any
summons and successful prosecutions;
·
Reporting changes; and
·
Future key issues.
(ii)
Basic project information:
·
Project organisation
including key personnel contact names and telephone numbers;
·
Construction
programme with fine tuning of construction
activities
showing the inter-relationship with environmental protection /
mitigation measures for the month;
·
Management structure;
and
·
Works undertaken
during the month.
(iii)
Environmental status:
·
Works undertaken
during the month with illustrations;
and
·
Drawings showing the
project area, any environmental sensitive receivers and the locations
of the
monitoring and control stations (with co-ordinates of the monitoring locations);
·
Advice on the status
of statutory environmental compliance, the status of
compliance with environmental permit
(EP) conditions under the EIA Ordinance, submission
status under the EP and implementation status of
mitigation measures.
(iv)
A
brief summary of EM&A
requirements including:
·
All monitoring
parameters;
·
Environmental quality
performance limits (Action and Limit
Levels);
·
Event and Action Plans;
·
Environmental
mitigation measures, as recommended in the EIA report;
and
·
Environmental
requirements in contract documents.
(v)
Implementation status:
·
Advice on the
implementation status of environmental
protection
and pollution control / mitigation measures, as recommended in the
EIA report, summarised in the updated
implementation schedule.
(vi)
Monitoring
results (in both hard and diskette copies) together with the following
information:
·
Monitoring methodology;
·
Name of laboratory
and types of equipment used and
calibration details;
·
Parameters monitored;
·
Monitoring locations;
·
Monitoring date,
time, frequency, and duration;
·
Weather conditions
during the period;
·
Graphical plots of
the monitored parameters in the month
annotated against:
-
The major activities
being carried out on site during the
period;
-
Weather conditions
that may affect the
results; and
-
Any other factors
which might affect the monitoring
results.
·
Any other factors
which might affect the monitoring results;
and
·
Quality assurance
(QA) / quality control (QC)
results and detection limits.
(vii)
Report on non-compliance, complaints,
notifications of summons and successful prosecutions:
·
Record of all
non-compliance (exceedances) of the environmental quality performance
limits
(Action and Limit Levels);
·
Record of all complaints
received (written or verbal) for each media, including locations and
nature of
complaints investigation, liaison and consultation undertaken, actions
and
follow-up procedures taken, results and
summary;
·
Record of all
notification of summons
and
successful prosecutions for breaches of current environmental
protection /
pollution control legislations, including locations and nature of the
breaches,
investigation, follow-up actions taken, results and
summary;
·
Review of the reasons
for and the implications of non-compliance,
complaints, summons and
prosecutions
including review of pollution sources and working procedures;
and
·
Description of the
actions taken in the event of non-compliance
and deficiency reporting
and any follow-up procedures related to earlier
non-compliance.
(viii)
Others:
·
Compare and contrast
the EM&A data in the month with the EIA predictions and
annotate with explanation for any
discrepancies;
·
An account of the
future key issues as reviewed from
the works programme and work
method statements;
·
Advice on the solid
and liquid waste management
status
during the month including waste generation and disposal records; and
·
Comments including
effectiveness of the environmental management systems, practices,
procedures,
mitigation measures, recommendations (for example,
any improvement
in the
EM&A programme) and conclusions.
16.6.1
Subsequent monthly
EM&A reports shall include the following:
(i)
Executive summary (1
- 2 pages):
l
Breaches
of Action and Limit Levels;
l
Complaints log;
l
Notifications
of any summons and
successful prosecutions;
l
Reporting
changes; and
l
Future
key issues.
(ii)
Environmental status:
l
Construction
programme with fine tuning of construction activities showing the
inter-relationship with environmental protection / mitigation measures
for the month;
l
Works
undertaken during the month with illustrations including key personnel
contact
names and telephone numbers;
l
Drawing
showing the project area, any environmental sensitive receivers and
the
locations of the monitoring and control stations;
and
l
Advice
on the status of statutory environmental compliance, the status of compliance with
environmental permit (EP)
conditions under the EIA Ordinance,
submission status under the EP and implementation status of
mitigation measures.
(iii)
Implementation status:
l
Advice
on the implementation status of
environmental
protection and pollution control / mitigation measures, as recommended
in the
EIA report, summarised in the updated
implementation schedule.
(iv)
Monitoring results
(in both hard and
diskette copies) together
with the following
information:
l
Monitoring methodology;
l
Name
of laboratory and types
of equipment used and
calibration details;
l
Parameters monitored;
l
Monitoring locations;
l
Monitoring
date, time, frequency, and duration;
l
Weather
conditions during the period;
l
Graphical
plots of the monitored
parameters in
the month annotated against;
-
The major activities
being carried out on site during the
period;
-
Weather conditions
that may affect the
results; and
-
Any other factors
which might affect the monitoring
results.
l
Any
other factors which might affect the monitoring results;
and
l
Quality
assurance (QA) /
quality control
(QC) results and detection limits.
(v)
Report on
non-compliance, complaints, and
notifications
of summons and successful prosecutions:
l
Record
of all non-compliance (exceedances) of the environmental quality
performance
limits (Action and Limit Levels);
l
Record
of all
complaints received (written or verbal) for each media,
including
locations and nature of complaints investigation, liaison and
consultation
undertaken, actions and follow-up procedures taken, results and
summary;
l
Record
of all notification of summons
and
successful prosecutions for breaches of current environmental
protection /
pollution control legislations, including locations and nature of the
breaches,
investigation, follow-up actions taken, results and
summary;
l
Review
of the reasons for and the implications of
non-compliance,
complaints, summons
and prosecutions including review of pollution sources
and working procedures; and
l
Description of the
actions taken in the event of non-compliance
and deficiency reporting
and any follow-up procedures related to earlier
non-compliance.
(vi)
Others:
l
Compare
and contrast the EM&A data in the month with the EIA predictions and annotate
with explanation for any discrepancies;
l
An
account of the future
key issues as
reviewed from the works programme
and work
method statements;
l
Advice
on the solid and liquid waste
management
status during the month including waste
generation
and disposal records; and
l
Comments
including effectiveness of the environmental management systems,
practices,
procedures, mitigation measures, recommendations (for example, any improvement in the
EM&A programme)
and conclusions.
(vii)
Appendix
l
Action
and Limit Levels;
l
Graphical
plots of trends of monitored parameters at
key stations
over the past four
reporting periods
for representative monitoring stations annotated against the
following:
-
Major activities
being carried out on site during the
period;
-
Weather conditions during
the period; and
-
Any other factors
that might affect the monitoring
results.
l
Monitoring
schedule for the present and next reporting
period;
l
Cumulative
statistics on complaints, notifications of summons and successful
prosecutions;
l
Outstanding
issues and deficiencies.
16.7
Quarterly EM&A Summary Reports
16.7.1
A quarterly EM&A summary report of
around five pages shall be produced and
shall contain at least the following information. Apart from these,
the first
quarterly summary report should also confirm that the monitoring work
is proving effective and
that it is
generating data with the necessary
statistical
power to categorically
identify or
confirm the absence of impact attributable to the
works.
(i)
Executive summary (1 - 2
pages);
(ii)
Basic project information including a synopsis
of the project organisation, programme, contacts of
key management, and a synopsis of works
undertaken during the quarter;
(iii)
A brief
summary of EM&A
requirements including:
·
Monitoring parameters;
·
Environmental quality performance limits
(Action and Limit Levels); and
·
Environmental mitigation measures, as
recommended in the EIA report.
(iv)
Advice on the implementation status of
environmental protection and pollution
control
/
mitigation
measures, as recommended in the EIA report, summarised
in the updated implementation schedule;
(v)
Drawings showing the project area, any
environmental sensitive receivers and the locations of the monitoring
and
control stations;
(vi)
Graphical
plots of the trends of
monitored
parameters over the past four
months
(the last month of the
previous
quarter and the present quarter) for representative monitoring
stations
annotated against:
·
The major activities being carried out on site
during the period;
·
Weather conditions during the period; and
·
Any other factors which might affect the
monitoring results.
(vii)
Advice on the solid and liquid waste
management status during the quarter
including waste generation
and
disposal records;
(viii)
Compare and contrast the EM&A data in the
month with the EIA predictions and
annotate
with explanation for any discrepancies;
(ix)
A summary of
non-compliance (exceedances) of the environmental quality
performance
limits (Action and Limit Levels);
(x)
A brief review of the reasons for and the
implications of non-compliance, including a review of pollution
sources and
working procedures;
(xi)
A summary description of
the actions taken in the event of non-compliance and any
follow-up procedures related to earlier
non-compliance;
(xii)
A summarised record of
all complaints received (written or
verbal) for each media, liaison and consultation undertaken, actions
and
follow-up procedures taken;
(xiii)
A summary record of
notifications of summons
and
successful prosecutions for breaches of the current environmental
protection / pollution control legislations, locations and nature of the breaches,
investigation, follow-up
actions taken and results;
(xiv)
Comments (for examples, a review of the
effectiveness and efficiency of the
mitigation measures and the performance of the environmental
management
system, that is, of the overall EM&A programme); recommendations
(for
example, any improvement in the EM&A programme) and conclusions
for the
quarter; and
(xv)
Proponents' contacts and any hotline telephone
number for the public to make enquiries.
16.8
Final
EM&A Review Reports
16.8.1
The EM&A program
shall
be terminated upon completion of those construction
activities
that have the potential to result in a significant environmental impact.
16.8.2
Prior to the proposed termination, it may be
advisable to consult relevant local communities. The proposed
termination
should only be implemented after the proposal has been endorsed by the
IEC, the
Engineer and the Project Proponent followed by final approval
from the Director of
Environmental Protection.
16.8.3
The final EM&A report should contain at
least the following information:
(i)
Executive summary (1 - 2
pages);
(ii)
Basic project information including a synopsis
of the project organisation, contacts of key management, and a
synopsis of work undertaken
during the course of the
Project or past twelve months;
(iii)
A brief
summary of EM&A
requirements including:
·
Monitoring parameters;
·
Environmental quality performance limits
(Action and Limit Levels); and
·
Environmental mitigation measures, as
recommended in the EIA report.
(iv)
Advice on the implementation status of
environmental protection and pollution control / mitigation measures,
as
recommended in the EIA report, summarised
in the
updated implementation status proformas;
(v)
Drawings showing the project area, any
environmental sensitive receivers and the locations of the monitoring
and
control stations;
(vi)
Graphical plots of
the trends of monitored parameters over the course of the
Project, including the post-project
monitoring
for all monitoring stations annotated
against:
·
The major activities being carried out on site
during the period;
·
Weather conditions during the period; and
·
Any other factors which might affect the
monitoring results;
·
The return of
ambient environmental conditions in comparison with baseline data.
(vii)
Compare and contrast the EM&A data with the
EIA predictions and annotate with explanation for any
discrepancies;
(viii)
Provide clear-cut decisions on the
environmental acceptability of
the
Project with reference to the specific impact
hypothesis;
(ix)
Advice on the solid and liquid waste
management status including waste
generation and disposal
records;
(x)
A summary of non-compliance
(exceedances) of the
environmental quality performance limits (Action and Limit
Levels);
(xi)
A brief review of the
reasons for and the implications of non-compliance including review of
pollution
sources and working procedures;
(xii)
A summary description
of the actions taken in
the event of
non-compliance and any follow-up
procedures
related to earlier non-compliance;
(xiii)
A summary record of
all complaints received (written or
verbal) for each media, liaison and consultation undertaken, actions
and
follow-up procedures taken;
(xiv)
Review monitoring
methodology adopted and with the benefit of
hindsight,
comment on its effectiveness (including cost
effectiveness);
(xv)
A summary record of
notifications of summons
and successful prosecutions for breaches of the
current environmental protection/pollution control legislations,
locations and
nature of breaches, investigation, follow-up actions taken and
results;
(xvi)
Review the
practicality and effectiveness of the EIA process
and EM&A programme (for examples, a review of the
effectiveness and
efficiency of the
mitigation measures
and the performance of the environmental management system, that
is, of
the overall EM&A programme), recommendations (for example,
any
improvement in the EM&A programme);
and
(xvii)
A conclusion to state
the return of ambient
and / or the
predicted scenario as per EIA findings.
16.9.1
No site-based documents (such as monitoring
field records, laboratory analysis records, site inspection forms,
etc.) are
required to be included in the monthly EM&A reports. However, any
such
document shall be well kept by the ET Leader and be ready for
inspection upon
request. All relevant information shall be clearly and systematically
recorded
in the document. Monitoring data shall also be recorded in electronic
format,
and the software copy must be available upon request. Data format
shall be
agreed with EPD. All documents and
data shall be kept for at least one year following completion of the
construction contract.
16.10
Interim
Notifications of Environmental Quality Limit Exceedances
16.9.2 With reference to the Event and Action Plan, when the environmental quality performance limits are exceeded, the ET Leader shall immediately notify the IEC and EPD, as appropriate. The notification shall be followed up with advice to IEC and EPD on the results of the investigation, proposed actions and success of the actions taken, with any necessary follow-up proposals. A sample template for the interim notifications is presented in Appendix C.
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