Contract No. HY/2013/02
Hong Kong ¡V Zhuhai ¡V Macao Bridge
Hong Kong Boundary Crossing Facilities ¡V Infrastructure
Works Stage I (Western Portion)
Summary of change and justification to previous
submitted Contract Specific EM&A manual
Section |
Description of change |
Justification |
Section 9 |
Adding Section 9 |
By change of construction arrangement,
marine works is included. |
9.1.1A |
Removed unrelated content and revised. |
No reclamation filling and dredging work |
9.1.5A |
Revised |
No reclamation filling and dredging work |
9.4.1 i |
3 impact locations IS7, IS10 and IS(Mf)
11 are proposed for this contract, |
Project EM&A manual have identified
these impact Water quality monitoring stations. These monitoring stations are
within 250m-500 m envelope of our construction site. |
9.4.1 ii |
7 (SR) impact stations SR3, SR4(N), SR5,
SR6, SR7, SR10A, SR10B(N) are proposed for this contract, |
Simply, as we are only part of BCF
project, the (SR) stations should tally with the station at BCF reclamation
HY/2010/02 Contract Specific EM&A manual. |
9.4.1 iii |
5 (CS) Control/far field stations
CS(Mf)3, CS(Mf)5 CS4, CS6, CSA are proposed for this contract, |
Same as above reason. |
Table 9.2 |
Table 9.2 is revised according to 9.4.1.,
Remarks is added. And 9.4.2b for operation phase is removed |
|
9.5.4 |
Not Applicable |
|
9.6 |
Not Applicable |
|
9.7.1A |
Removed unrelated content and revised |
No reclamation filling and dredging work |
9.7.2-9.7.5 |
Not Applicable |
|
9.9 |
Not Applicable |
|
Section 10 |
Added Section 10 |
By change of construction arrangement,
marine works is included. |
10.2 ¡V 10.3 |
Not Applicable |
No reclamation filling and dredging work |
10.2.8 |
Not Applicable |
|
10.2.10A |
Removed content related to Romer¡¦s Tree
Frog |
No Romer¡¦s Tree Frog habitats around the
site area |
10.2.11-10.2.13 |
Not Applicable |
No Bored Piling |
10.2.14A, 10.2.16A |
Revised and adding detail of Tubular
Steel Piling |
By change of construction arrangement.
Tubular Steel piling will be used. |
10.2.14A, 10.2.16A |
Revised and adding detail of Tubular
Steel Piling |
By change of construction arrangement.
Tubular Steel piling will be used. |
10.2.15 |
Not Applicable |
|
10.2.17 |
Remove unrelated content and revised. |
No reclamation filling and dredging work |
10.2.25- 10.2.27 |
Not Applicable |
|
10.3.2 |
Adding ¡§Vessel base¡¨ and Replace ¡§North
and West¡¨ to ¡§Northeast and North West¡¨ in 1st para. And ¡§one
year¡¨ change to two year¡¨ to last para. |
Since the BCF dolphin monitoring is taken
by HY/2010/02, the content is tally with the approved HY/2010/02 Contract
Specific EM&A |
10.3.3- 10.3.6 |
Not Applicable |
No bored piling and Mudflat monitoring is
required. |
10.4.1 |
Removed West Lantau Survey area |
Since the BCF dolphin monitoring is taken
by HY/2010/02, the content is tally with the approved HY/2010/02 Contract
Specific EM&A |
10.4.2-10.4.5, 10.5.2-10.5.4 |
Not Applicable |
No such monitoring is required in this
contact. |
10.6.2- 10.6.3 |
Not Applicable |
No bored piling |
10.6.4 |
Revised. |
Since the BCF dolphin monitoring is taken
by HY/2010/02, the content is tally with the approved HY/2010/02 Contract
Specific EM&A |
10.6.5 |
Not Applicable |
No such monitoring is required in this
contact. |
10.7.1, 10.8 |
Revised. |
Since the BCF dolphin monitoring is taken
by HY/2010/02, the content is tally with the approved HY/2010/02 Contract
Specific EM&A |
REVISION HISTORY |
|||||
REV |
REV
DATE |
DESCRIPTION OF CHANGE |
PREPARED
BY |
REVIEWED
BY |
APPROVED
BY |
1 |
4-Feb-15 |
First Submission |
EO |
PM |
PM |
2 |
15-Oct-15 |
By
change of construction arrangement. Adding Section 9 and 10 and Fig.3,4 |
EO |
PM |
PM |
3 |
25-Nov-15 |
Incorporated
The IEC comments on 18 Nov and amended the text where necessary |
EO |
PM |
PM |
4 |
10-Dec-15 |
Incorporated
The IEC comments on 9 Dec and amended the text where necessary |
EO |
PM |
PM |
Table of Contents
1.2.... Purposes of this Manual
2.2.... Implementation Programme
2.3.... Concurrent Projects During
Construction Phase
4....... ENVIRONMENTAL SUBMISSION
4.2.... Environmental Management
Plan(EMP)
4.3.... Waste Management Plan(WMP)
4.4.... Construction Method
Statement
5.1.... Air Quality Parameters
5.3.... Laboratory Measurement /
Analysis
5.5.... Baseline Monitoring for
Fugitive Dust
5.6.... Impact Monitoring for
Fugitive Dust
5.7.... Action and Limit Levels
5.10... Reporting of Monitoring Data
to ENPO
6.1.... Noise Quality Parameters
6.4.... Baseline Monitoring for
Construction Noise
6.5.... Impact Monitoring for
Construction Noise
6.6.... Event and Action Plan for Construction Noise
6.8.... Reporting of Monitoring Data
to ENPO
8.2.... Waste EM&A Requirements
9.1 .... Water Quality Parameters
9.3.... Laboratory
Measurement/Analysis
9.5.... Baseline Monitoring for
Water Quality
9.6.... Efficiency of Silt Curtain
and Cage Curtain
9.7.... Impact Monitoring for Water
Quality
9.8.... Post-Monitoring for Water
Quality
9.9.... Impact Operational Phase
Monitoring
10.2... Ecological Mitigation
Measures and Implementations
10.3... Monitoring and Audit for
Ecology
10.5... Baseline Monitoring for
Ecology
10.6... Impact Monitoring for Ecology
10.7... Post-construction Monitoring
for Ecology
14..... landscape & Visual
impact
15..... SITE ENVIRONMENTAL AUDIT
15.2... Compliance with Legal and
Contractual Requirements
15.3... Environmental Complaints
16.2... Baseline Monitoring Report
16.4... Quarterly EM&A Summary
Reports
16.5... Final EM&A Review Reports
16.7... Interim Notifications of
Environmental Quality Limit Exceedances.
FIGURES
Figure 1 Location of Air Monitoring Stations
Figure 2 Location of Noise Monitoring Stations
Figure 3 Location
of Water Quality Monitoring Stations
Figure 4 Dolphin
Monitoring Line transect Layout
LIST OF TABLES
Table 5.1 Construction Dust Monitoring Locations
Table 5.2 Action and Limit Levels for Air Quality
Table 5.3 Event / Action Plan for Air Quality
Table 6.1 Proposed Airborne Construction Noise Monitoring Locations
Table 6.2 Action and Limit Levels for Construction Noise
Table 6.3 Event / Action Plan for Construction Noise Monitoring
Table 8.1 Waste Management Checklist
Table 9.1 Laboratory analysis for SS
Table 9.2 Water Quality Monitoring
Stations (construction phases)
Table 9.3 Action and Limit Levels for
Water Quality
Table 10.1 Summary of Dolphin
Monitoring Equipment Requirements
Table10.2 Event / Action Plan for for Dolphin Monitoring
Table10.3(a) Action
and Limit Levels for Chinese White Dolphin Monitoring - Approach to Define
Action Level (AL) and Limit Level (LL):
Table10.3(b)
Derived Value of Action Level (AL) and Limit Level (LL) for Chinese White
Dolphin Monitoring
Table 14.1 Monitoring Programme
Table 14.2 Mitigation Measures to be Monitored during Construction and Operation Phases
Table 14.3 Proposed Format for Preliminary Funding, Implementation, Management and
Maintenance Proposal
Table 14.4 Action Plan for Landscape and Visual
Works
LIST
OF APPENDICES
Appendix A Site Area of the
Contract
Appendix B Construction Programme
Appendix C Environmental
Mitigations Implementation Schedule (EMIS)
Appendix D Project Organization for
Environmental Works
Appendix E Sample Data Sheet for Monitoring
Appendix F Sample
Template for Interim Notification
1.1.1
Not applicable.
Hong Kong Link Road
1.1.2
Not applicable.
1.1.3
Not applicable.
1.1.4
Not applicable.
Hong Kong Boundary Crossing Facilities
1.15A This
Contract Specific Environmental Monitoring and Audit (EM&A) Manual is
prepared for Contract HY/2013/02 Hong Kong-Zhuhai-Macao Bridge Hong Kong
Boundary Crossing Facilities ¡V Infrastructure Works Stage I (Western Portion)
(hereafter referred to as ¡§the Contract¡¨) for the Highways Department of Hong
Kong Special Administrative Region (HKSAR). The Contract was awarded to China
Harbour Engineering Company Limited (hereafter referred to as ¡§the
Contractor¡¨) and ETS-Testconsult
Limited was appointed as the Independent Environmental Team (ET) by the
Contractor.
1.16A The
Contract is part of Hong Kong ¡V Zhuhai ¡V Macao Bridge Hong Kong Boundary
Crossing Facilities (HKBCF) which is ¡§Designated Projects¡¨, under Schedule 2 of
the Environmental Impact Assessment Ordinance (EIAO) (Cap 499). An Environmental Impact Assessment (EIA)
Report together with an EM&A Manual (hereafter referred to as approved
EM&A Manual) (Register No. AEIAR-145/2009) was prepared for the Project and
approved by Environmental Protection Department (EPD). These documents are
available through the EIAO Register.
1.17A This
Contract Specific EM&A Manual is to outline the monitoring and audit
programme to be undertaken during the course of the construction works and
provide systematic procedures for monitoring, auditing and minimization of the
environmental impacts associated with the constriction. The Site Area of the
Contract is shown in Appendix A.
1.2.1 The
purposes of the EM&A Manual are to:
l
Guide
the set up of an EM&A programme to ensure compliance with the EIA
recommendations;
l
Specify
the requirements for monitoring equipment;
l
Propose
environmental monitoring points, monitoring frequency etc.;
l
Propose
Action/Limit Level; and
l
Propose
Event/Action Plan.
l
Assess
the effectiveness of the recommended mitigation measures.
1.2.2 This
Manual outlines the monitoring and audit programme for the construction of the
Contract and provide systematic procedures for monitoring, auditing and
minimising environmental impacts.
1.2.3
Hong Kong environmental regulations and the Hong Kong Planning Standards and
Guidelines (HKPSG) have served as environmental standards and guidelines in the
preparation of this Manual. In
addition, this Contract Specific EM&A Manual has been prepared in
accordance with the requirements stipulated in Annex 21 of the Technical
Memorandum on the EIA Process (TM-EIAO).
1.2.4 This
Manual contains of the following information:
l Responsibilities of the
Contractor, the Engineer or Engineer¡¦s Representative (ER), Environmental Team
(ET), and the Independent Environmental Checker (IEC) under the context of the
EM&A;
l Role of the Environmental
Protection Office (ENPO);
l Project organization for
the EM&A works;
l The basis for, and
description of the broad approach underlying the EM&A programme;
l Details of the methodologies
to be adopted, including all 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; and
l Requirements for
presentation of environmental monitoring and audit data and appropriate
reporting procedures.
l Requirements for reviewing
the EIA predictions and the effectiveness of mitigations measures,
environmental management system and the EM&A programme.
1.2.5 For
the purpose of this manual, the ER shall refer to the Engineer as defined in
the Construction Contract, in cases where the Engineer¡¦s powers have been
delegated to the ER, in accordance with the Construction Contract. 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 environmental monitoring and audit requirements.
Hong
Kong Link Road
2.1.1 Not
applicable.
Hong
Kong Boundary Crossing Facilities
2.1.2A The
proposed works under this Contract comprise the following:
(i) Construction of the viaducts
and roads at the western portion of Hong Kong Boundary Crossing Facilities
(HKBCF) mainly for connection with the Hong Kong ¡V Zhuhai ¡V Macao Bridge (HZMB),
Hong Kong Link Road (HKLR), Hong Kong International Airport (HKIA) and the Tuen
Mun-Chek Lap Kok Link (TM-CLKL);
(ii) Construction of the road
modification at the SkyCity Interchange at Airport Island;
(iii) Construction of associated street
lighting, street furniture, road marking, road signage, drainage, sewerage,
fresh water and flushing water supply, irrigation, landscape, electrical and
mechanical (E&M), utilities and services works;
(iv) Provisioning of civil engineering works
and power supply installation for the Traffic Control and Surveillance System
(TCSS); and
(v) Other works in accordance with the
Contracts.
2.2.1A The Construction of
this contract will start in the 3rd quarter of 2014 and tentatively completed
in the 4th quarter of 2017
2.2.2 Appendix B illustrates the tentative
construction programme for the Contract. All the key construction activities
are shown with the tentative dates for commencement and completion.
2.2.3 Detailed
EIA assessments have been conducted and presented in the EIA report. All necessary mitigation measures have
been identified and recommended.
The Environmental Mitigation Implementation Schedule (EMIS) is given in Appendix C. It specifies the extent,
locations, time frame and responsibilities for the implementation of the
environmental mitigation measures identified.
2.3.1A The
advance works of Tuen Mun Check Lap Kok Link (TMCLKL), i.e. reclamation works
of the southern landfall of the TMCLKL sub-sea tunnel commenced in late 2011.
The southern connection of the TMCLKL was scheduled to complete in 2016 to
tally with the commissioning of the HZMB, and to complete the northern
connection in 2018. The
Construction of Hong Kong Link Road (HKLR) commenced in Year 2012 and is
scheduled to complete in Year 2016.
2.3.2 The
Main Bridge of the HZMB within the Guangdong water would also be concurrent
with the construction of HKBCF and southern landfall of TMCLKL. The tentative
commissioning date is also 2016.
2.3.3 Another
concurrent project during the construction of HKBCF is the 72 ha reclamation
for Lantau Logistics Park. This has
been considered as a concurrent project in the EIA.
3.1.1 The
proposed project organization and lines of communication with respect to
environmental protection works are shown in Appendix D.
3.1.2 The
leader of the ET shall be an independent party from the Contractor and has
relevant professional qualifications, or have sufficient relevant EM&A
experience subject to approval of the Engineer¡¦s Representative (ER) and EPD.
3.1.3.1 The Contractor
l Employ an Environmental
Team (ET) to undertake monitoring, laboratory analysis and reporting of
environmental monitoring and audit;
l Provide assistance to ET,
IEC and ENPO in carrying out monitoring and auditing;
l Provide site and works
information upon the request of ET, IEC or ENPO within two working days of such
request;
l Participate in site
inspections undertaken by the ET, as required, and undertake any corrections as
instructed by the Engineer;
l Submit proposals on
mitigation measures in case of exceedances of Action and Limit levels in
accordance with the Event and Action Plans;
l Implement measures to
reduce impact where Action and
Limit levels are exceeded; and
l Adhere to the procedures
for environmental complaint investigation as set out in Section 15.3 of this
EM&A Manual.
l Adhere to the agreed
procedures for carrying out complaint investigation.
3.1.3.2 The Environmental Team (ET)
l Set up all the required
environmental monitoring stations;
l Monitor various
environmental parameters as required in the EM&A Manual;
l Analyse the environmental
monitoring and audit data and review the success of EM&A programme to
confirm the adequacy of mitigation measures implemented and the validity of EIA
predictions, and to identify any adverse environmental impacts arising;
l To conduct environmental
investigation and submit the ET Leader certified investigation report to the
Contractor, IEC, ENPO and ER upon receive of environmental enquiry and/or
complaint;
l Carry out site inspection
to investigate and audit the Contractors' site practice, equipment and work
methodologies with respect to pollution control and environmental mitigation,
and take proactive actions to pre-empt problems;
l Audit and prepare audit
reports on the environmental monitoring data and site environmental conditions
l Report on the environmental
monitoring and audit results to the IEC, ENPO, Contractor, the ER and EPD or
its delegated representative;
l 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;
l Undertake regular on-site
audits/inspections and report to the Contractor, IEC, ENPO and the ER of any
potential non-compliance; and
l Follow up and close out
non-compliance actions.
3.1.3.3 Engineer or Engineer¡¦s Representative
l Supervise the Contractor¡¦s activities and ensure that the
requirements in the EM&A
Manual are fully complied with;
l Inform the Contractor when
action is required to reduce impacts in accordance with the Event and Action
Plans;
l Assists the IEC and ENPO to
audit the results of the EM&A works carried out by the ET; and
l Comply with the agreed
Event and Action Plan in the event of any exceedance.
3.1.3.4 Independent Environmental Checker
l Review the EM&A works
performed by the ET (at not less than monthly intervals);
l Audit the monitoring
activities and results (at not less than monthly intervals);
l Report the audit results to
the ER and EPD in parallel;
l Review the EM&A reports
(monthly and quarterly summary reports) submitted by the ET;
l Review the proposal on
mitigation measures submitted by the Contractor in accordance with the Event
and Action Plans;
l Check the mitigation
measures that have been recommended in the EIA and this Manual, and ensure they
are properly implemented in a timely manner, when necessary; and
l Report the findings of site
inspections and other environmental performance reviews to ER and EPD.
3.1.3.5 Environmental Protection Office (ENPO)
Notwithstanding
the above, given that the TMCLKL, HKBCF and HKLR will be constructed
concurrently, an ENPO or equivalent to oversee the cumulative construction
projects in North Lantau area will be established by the Project Proponent. The
responsibility of the ENPO would be similar to that of the IEC but should also
include:
l coordinate the monitoring
and auditing works for all the on-going projects in the area in order to
identify possible sources/causes of exceedances and recommend suitable remedial
actions where appropriate;
l review cumulative impacts
including possible sources/causes of exceedance and recommending suitable
remedial actions;
l liaise with the mainland
project teams for HZMB Main Section to identify and assess any cross-boundary
cumulative impacts in order to establish suitable remedial actions where
necessary; and
l coordinate the assessment
and response to complaints/enquires from locals, green groups, district
councils or the public at large.
The
exact responsibilities and organization of the ENPO have been defined by the
Project Proponent in accordance with the relevant Environmental Permits.
3.1.4 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.
3.1.5 The
ET Leader shall have at least 7 years if experience in conducting EM&A for
infrastructure projects. His
qualification shall be vetted by the ER and the IEC.
4.1.1 The
Contractor shall prepare the Environmental Management Plan (including a Waste
Management Plan), Construction Method Statement and obtain approval from ER,
IEC and relevant authorities to encompass the recommended environmental
protection / mitigation measures with respect to their latest construction
methodology and programme. All environmental submission shall be certified by
the ET leader before seeking the IEC¡¦s verification.
4.2.1 A
systematic Environmental Management Plan (EMP) shall be set up by the
Contractor to ensure effective implementation of the mitigation measures,
monitoring and remedial requirements presented in the EIA, EM&A and EMIS.
The ER and the IEC will audit the implementation status against the EMP and
advise the necessary remedial actions required. These remedial actions shall be
enforced by the ER through contractual means.
4.2.2 The
EMP will define in details how the Contractor (together with its
sub-contractors) implements the recommended mitigation measures in order to
achieve the environmental performance defined in the Hong Kong environmental
legislation and the EIA documentation.
4.2.3 The
review of on-site environmental performance shall be undertaken by ER and IEC
through a systematic checklist and audit once the construction commences. The
environmental performance review programme comprises a regular assessment on
the effectiveness of the EMP. Reference should be made to Environment,
Transport and Works Bureau Technical Circular (Works) No. 19/2005
¡§Environmental Management on Construction Sites¡¨ or its latest versions, and
any other relevant Technical Circulars.
4.3.1 As
part of the EMP, the Contractor shall include a WMP for the construction of the
assignment and submit to the ET, IEC and EPD for approval. Where waste generation is unavoidable,
the opportunities for recycling or reusing should be maximised. If wastes
cannot be recycled, recommendations for appropriate disposal routes should be
provided in the WMP. A method statement for stockpiling and transportation of
the excavated materials and other construction wastes should also be included
in the WMP and approved before the commencement of construction. All mitigation measures arising from the
approved WMP shall be fully implemented.
4.3.2 For
the purpose of enhancing the management of Construction and Demolition
(C&D) materials including rock, and minimising its generation at source,
construction would be undertaken in accordance with the Environment, Transport
and Works Bureau Technical Circular (Works) No. 33/2002 - Management of
Construction and Demolition Material Including Rock, or its latest versions.
The management measures stipulated in the Technical Circular should be
incorporated into the WMP.
4.4.1 In
case the Contractor would like to adopt alternative construction methods or
implementation schedules, it is required to submit details of methodology and
equipment to the ER for approval before the work commences. Any changes in construction method shall
be reflected in a revised EMP or the Contractor will be required to demonstrate
the manner in which the existing EMP should accommodate the proposed changes.
The Contractor may need to apply for a Further Environmental Permit (FEP) from
EPD before commencement of any construction activities.
5.1.1 Monitoring
and audit of the Total Suspended Particulates (TSP) levels shall be carried out
by the ET to ensure that any deteriorating air quality could be readily
detected and timely action taken to rectify the situation.
5.1.2 1-hour
and 24-hour TSP levels should be measured to indicate the impacts of
construction dust on air quality. The 24-hour TSP levels shall be measured by
following the standard high volume sampling method as set out in the Title 40
of the Code of Federal Regulations, Chapter 1 (Part 50), Appendix B. Upon
approval of the IEC, 1-hour TSP levels can be measured by direct reading
methods which are capable of producing comparable results as that by the high
volume sampling method, to indicate short event impacts.
5.1.3 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, and any other local atmospheric factors affecting or
affected by site conditions, etc., shall be recorded down in detail. A sample
data sheet is shown in Appendix E.
5.2.1 High
volume samplers (HVSs) complying with the following specifications shall be
used for carrying out the 1-hour and 24-hour TSP monitoring:
a)
0.6 - 1.7 m3 per minute adjustable flow
range;
b)
equipped with a timing / control device with +/- 5
minutes accuracy for 24 hours operation;
c)
installed with elapsed-time meter with +/- 2 minutes
accuracy for 24 hours operation;
d)
capable of providing a minimum exposed area of 406 cm2;
e)
flow control accuracy: +/- 2.5% deviation over 24-hour
sampling period;
f)
equipped with a shelter to protect the filter and
sampler;
g)
incorporated with an electronic mass flow rate
controller or other equivalent devices;
h)
equipped with a flow recorder for continuous
monitoring;
i)
provided with a peaked roof inlet;
j)
incorporated with a manometer;
k)
able to hold and seal the filter paper to the sampler
housing at horizontal position;
l)
easily changeable filter; and
m) capable
of operating continuously for a 24-hour period.
5.2.2 The ET is responsible for the
provision, installation, operation, maintenance, dismantling of the monitoring
equipment. They shall ensure that sufficient number of HVSs with an appropriate
calibration kit is available for carrying out the baseline monitoring, regular
impact 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.
5.2.3 Initial calibration of dust
monitoring equipment shall be conducted upon installation and thereafter at
bi-monthly intervals. The transfer standard shall be traceable to the
internationally recognized primary standard and be calibrated annually. The ET
shall provide the relevant calibration data and
laboratory calibration certificate which should be properly document for future reference
by the IEC and other concerned parties. All the data should be converted into
standard temperature and pressure condition.
5.2.4 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 in the data sheet as mentioned in Appendix E.
5.2.5A If the ET leader proposes alternative dust
monitoring equipment / methodology (e.g. use a direct reading dust meter to
measure 1-hour TSP levels) after the approval of this EM&A manual, he shall seek approval from the
IEC by submitting sufficient information to the IEC indicating that the instrument is
capable of achieving a comparable result to the HVS.. The instrument should
also be calibrated regularly as specified by equipment¡¦s manufacturer, in which
calibration certificate shall be submitted to IEC for Approval. The 1-hour
sampling shall also be determined periodically by the HVS to check the validity
and accuracy of the results measured by direct reading method, and the checking
result shall also submitted to the IEC for approval.
5.2.6 Wind data monitoring equipment
shall also be provided and set up set up for logging wind speed and wind
direction near the dust monitoring locations. The equipment installation
location shall be proposed by the ET and agreed with the IEC. For installation
and operation of wind data monitoring equipment, the following points shall be
observed:
a)
The wind sensors should be installed 10 m above ground
so that they are clear of obstructions or turbulence caused by buildings.
b)
The wind data should be captured by a data logger. The
data shall be downloaded for analysis at least once a month.
c)
The wind data monitoring equipment should be
re-calibrated at least once every six months.
d)
Wind direction should be divided into 16 sectors of
22.5 degrees each.
5.2.7 In exceptional situations, the
ET may propose alternative methods to obtain representative wind data upon
approval from the ER and agreement form the IEC.
5.3.1 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 should be HOKLAS board accredited.
5.3.2 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 ER and the
measurement procedures shall be witnessed by the IEC. Any measurement performed
by the laboratory shall be demonstrated to the satisfaction of the ER and IEC.
IEC shall regularly audit to the measurement performed by the laboratory to
ensure the accuracy of measurement results. The ET Leader shall provide the ER
with one copy of the Title 40 of the Code of Federal Regulations, Chapter 1
(Part 50), Appendix B for his reference.
5.3.3 Filter paper of size 8" x
10" 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-hours and be pre-weighed before use for the sampling.
5.3.4 After sampling, the filter paper
loaded with dust shall be kept in a clean and tightly sealed plastic 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 readout down to 0.1 mg. The balance shall be regularly calibrated
against a traceable standard.
5.3.5 All the collected samples shall
be kept in a good condition for 6 months before disposal.
5.4.1 Figure 1 shows the locations of the proposed dust monitoring
station for the Contract. The status and locations of dust sensitive receivers
may change after issuing this Manual. If such cases exist, the ET Leader shall
propose updated monitoring locations and seek approval from ER and agreement
from the IEC.
Table 5.1 Construction Dust
Monitoring Locations
ID |
Location Description |
AMS 6(1) |
Dragonair/CNAC (Group) Building |
AMS 7A(1) |
Chu Kong Air-Sea Union Transportation Co. Ltd |
Remarks:
(1)
The
ET of this Contract should conduct impact air quality monitoring at the AMS
listed in the table as part of EM&A programme according to the latest
notification from ENPO when the monitoring station(s) is/are no longer covered
by another ET of the HZMB project. The ET of the Contract shall communicate and
share the monitoring data to the ET(s) of other works contracts if the air
quality monitoring station(s) is/are as part of EM&A programme.
5.4.2 If alternative monitoring
locations are proposed due to the situation mentioned in para 5.4.1, the
proposed site should be selected based on the following principle:
a)
Situating at the site boundary or such locations close
to the major dust emission source(s);
b)
Monitoring as close as possible to the sensitive
receptor(s);
c)
Taking into account the prevailing meteorological
conditions; and
d)
Assuring minimal disturbance to the occupants and
working under a safe condition during monitoring.
5.4.3 The ET shall agree with the ER
in consultation with the IEC on the position of the HVS for the installation of
the monitoring equipment. When positioning the samplers, the following points
shall be noted:
a)
a horizontal platform with appropriate support to
secure the samplers against gusty wind should be provided;
b)
no two samplers should be placed less than 2 meters
apart;
c)
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;
d)
a minimum of 2 meters of separation from walls,
parapets and penthouses is required for rooftop samplers;
e)
a minimum of 2 meters separation from any supporting
structure, measured horizontally is required;
f)
no furnace or incinerator flue is nearby;
g)
airflow around the sampler is unrestricted;
h)
the sampler is more than 20 meters from the dripline;
i)
any wire fence and gate, to protect the sampler,
should not cause any obstruction during monitoring;
`
j)
permission must be obtained to set up the samplers and
to obtain access to the monitoring stations; and
k)
a secured supply of electricity is needed to operate
the samplers.
5.4.4 The ENPO may, depending on site
conditions and monitoring results, decide whether additional monitoring
locations shall be included or any monitoring locations could be removed/
relocated during any stage of the construction phase.
5.5.1 Baseline monitoring shall be
carried out at all of the designated monitoring locations (see Table 5.1) for
at least 14 consecutive days prior to the commissioning of major construction
works to obtain daily 24-hour TSP samples. The selected baseline monitoring
stations should reflect baseline conditions at the impact stations. One-hour
sampling should also be done at least 3 times per day while the highest dust
impact is expected.
5.5.2 During the baseline monitoring,
there should not be any major construction or dust generation activities in the
vicinity of the monitoring stations. Before commencing baseline monitoring, the
ET shall inform the IEC of the baseline monitoring programme such that, if
required, the ER can conduct on-site audit to ensure accuracy of the baseline
monitoring results.
5.5.3 In case the baseline monitoring
cannot be carried out at the designated monitoring locations, the ET Leader
shall carry out the monitoring at alternative locations that can effectively
represent the baseline conditions at the impact monitoring locations. The
alternative baseline monitoring locations shall be approved by the ER and
agreed with the IEC.
5.5.4 In exceptional cases, when
insufficient baseline monitoring data or questionable results are obtained, the
ET shall liaise with the IEC and EPD to agree on an appropriate set of data to
be used as a baseline reference and submit to ER for approval.
5.5.5 Ambient conditions may vary
seasonally and shall be reviewed once every three months. When the ambient
conditions have changed and a repeat of the baseline monitoring is required to
be carried out for obtaining the updated baseline levels, the monitoring should
be at times when the Contractor's activities are not generating dust, at least
in the proximity of the monitoring stations. Should change in ambient
conditions be determined, the baseline levels and, in turn, the air quality
criteria, should be revised. The revised baseline levels and air quality
criteria should be agreed with the IEC and EPD.
5.5.6 It is noted that baseline
monitoring was undertaken for the Project between September and November 2011
under Agreement CE No. 35/2011 (EP) Baseline Environmental monitoring for Hong
Kong ¡V Zhuhai ¡V Macao Bridge Hong Kong Projects ¡V Investigation prior to the
construction of the Project. The
baseline monitoring results obtained under Agreement CE No. 35/2011(EP) will be
adopted for this Contract.
5.6.1 The
ET shall carry out impact monitoring during the entire construction period. For
regular impact monitoring, the sampling frequency of at least once in every 6
days, shall be strictly observed at all the monitoring stations for 24-hour TSP
monitoring. For 1-hour TSP monitoring, the sampling frequency of at least 3
times in every 6 days should be undertaken when the highest dust impact occurs.
Before commencing 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 monitoring results.
5.6.2 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 ET.
5.6.3 In
case of non-compliance with the air quality criteria, more frequent monitoring,
as specified in the Action Plan in the following section, shall be conducted
within the specified timeframe after the result is obtained. This additional
monitoring shall be continued until the excessive dust emission or the
deterioration in air quality is rectified, and agreed with the ER and the IEC.
5.7.1 The
baseline monitoring results form the basis for determining the air quality
criteria for the impact monitoring. The ET shall compare the impact monitoring
results with air quality criteria set up for 24-hour TSP and 1-hour TSP. Table 5.2 shows the air quality
criteria, namely Action and Limit levels to be used.
Table
5.2 Action and Limit Levels for Air Quality
Parameter |
Action
Level |
Limit
Level |
24-hour
TSP Level in µg/m3 |
For
baseline level ≤ 200 µg/m3, Action level = (baseline level * 1.3 +
Limit level)/2; For baseline level > 200 µg/m3, Action level =
Limit Level For
Monitoring station AMS6 Action Level =(66.4*1.3+260)/2 = 173 µg/m3 For
Monitoring station AMS7 Action Level =(82.3*1.3+260)/2 = 183 µg/m3 |
260 µg/m3 |
1-hour
TSP Level in µg/m3 |
For
baseline level ≤ 384 µg/m3, Action level = (baseline level * 1.3 +
Limit level)/2; For
baseline level > 384 µg/m3, Action level = Limit Level For
Monitoring station AMS6 Action Level =(169.2*1.3+500)/2 = 360 µg/m3 For
Monitoring station AMS7 Action Level =(184.2*1.3+500)/2 = 370 µg/m3 |
500 µg/m3 |
5.8.1 Should non- compliance of the
air quality criteria occur, actions in accordance with the Action Plan in Table 5.3 shall be carried out.
Table 5.3
Event/Action Plan for Air Quality
EVENT |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
ACTION LEVEL |
||||
1.
Exceedance for one sample |
1.
Identify source, investigate the causes of exceedance and propose remedial
measures; 2.
Inform IEC and ER; 3.
Repeat measurement to confirm finding; 4.
Increase monitoring frequency to daily. |
1.
Check monitoring data submitted by ET; 2.
Check Contractor¡¦s working method. |
1.
Notify Contractor. |
1.
Rectify any 2.
unacceptable practice; 3.
Amend working methods if appropriate. |
2. Exceedance
for two or more consecutive samples |
1.
Identify source; 2.
Inform IEC and ER; 3.
Advise the ER on the effectiveness of the proposed remedial measures; 4.
Repeat measurement s to confirm
findings; 5.
Increase monitoring frequency to daily; 6.
Discuss with IEC and
Contractor on remedial actions required; 7.
If exceedance continues, arrange meeting with
IEC and ER; 8.
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; 5.
Supervise Implementation of remedial measures. |
1.
Confirm receipt of notification of failure in writing; 2.
Notify
Contractor; 3.
Ensure remedial measures properly implemented. |
1.
Submit proposals for remedial
to ER within 3 working days of notification; 2.
Implement the agreed proposals; 3.
Amend proposal if appropriate. |
LIMIT LEVEL |
||||
1. Exceedance
for one sample |
1.
Identify source, investigate the causes
of exceedance and propose remedial measures; 2.
Inform ER, Contractor
and EPD; 3.
Repeat measurement to confirm finding; 4.
Increase monitoring
frequency to
daily; Assess effectiveness of Contractor¡¦s remedial actions and keep IEC,
EPD 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; 5.
Supervise implementation of remedial measures. |
1.
Confirm receipt of notification
of failure in writing; 2.
Notify
Contractor; 3.
Ensure remedial measures properly implemented. |
1.
Take immediate
action to avoid further exceedance; 2.
Submit proposals for remedial actions to
IEC within 3
working days of
notification; 3.
Implement the agreed
proposals; 4.
Amend proposal if
appropriate. |
EVENT |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
LIMIT LEVEL |
||||
2. Exceedance
for two
or more consecutive samples |
1.
Notify IEC, ER, Contractor
and EPD; 2.
Identify source; 3.
Repeat measurement to confirm findings; 4.
Increase monitoring frequency to daily; 5.
Carry out analysis of Contractor¡¦s working
procedures to determine possible mitigation to be implemented; 6.
Arrange meeting with IEC and ER to discuss the
remedial actions to be taken; 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. |
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; 3.
Supervise the implementation of remedial measures. |
1. Confirm receipt of notification
of failure in writing; 2.
Notify Contractor; 3.
In consultation with the IEC,
agree with the Contractor on the remedial measures to
be implemented; 4.
Ensure remedial measures properly implemented; 5.
If exceedance
continues, consider what portion of the work is
responsible
and instruct the
Contractor to stop that portion of
work until the
exceedance
is
abated. |
1.
Take immediate
action to avoid further exceedance; 2.
Submit proposals for remedial actions to IEC within 3
working days of
notification; 3.
Implement the agreed
proposals; 4.
Resubmit proposals if problem still not
under control; 5.
Stop the relevant portion
of works as determined
by
the ER until the exceedance
is
abated |
5.9.1 The approved EIA Report has
recommended dust control measures including 8 times of watering per day. Good
site practices such as road surface paving, dust enclosures, wheel wash
facilities would be implemented to reduce the generation of dust.
5.9.2 All
the proposed mitigation measures are summarized in the Environmental Mitigation
Implementation Schedule (EMIS) in Appendix
C.
5.10.1 The
Assignment, which involves multiple construction contracts, would be
constructed concurrently with other major infrastructures such as the HKLR and
TM-CLKL. These interface projects will be overviewed by the ENPO. The ENPO will
also oversee and coordinate the cumulative environmental issues arising from
the concurrent projects.
5.10.2 To
facilitate the ENPO to evaluate environmental impacts and investigate
complaints, the ET Leaders shall provide the impact air quality monitoring
results within one week after the monitoring event. If the 1-Hr TSP is measured
by direct reading, the results shall be submitted to ENPO in the next working
day. The ET Leader shall follow ENPO's requirements on the data submission
format and procedure" as per the current ET's practice and enable rapid
response by all concerned parties.
6.1.1 Construction
noise level shall be measured in terms of the A-weighted equivalent continuous
sound pressure level (Leq). Leq, 30 mins 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 min shall be
employed for comparison with the Noise Control Ordinance (NCO) criteria.
6.1.2 As
supplementary information for data auditing, statistical results such as L10
and L90 shall also be obtained for reference.
6.2.1 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 agrees to within
1.0 dB.
6.2.2 Noise
measurements should be made in accordance with standard acoustical principles
and practices in relation to weather conditions.
6.2.3 The
ET is responsible for the provision, installation, operation, maintenance,
dismantle 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 labeled.
6.2.4 Due
to rejection from Ho Yu College (NMS3) for setting up a noise monitoring
station at their school, an alternative location at site boundary of the ER¡¦s
site office area at Works Area WA2 (NMS3B) is proposed. Same baseline and
Action and Limit Levels for noise, as derived from the baseline monitoring data
recorded at Ho Yu College, will be adopted for this alternative noise
monitoring location.
6.3.1 The
location of construction noise monitoring stations for the Contract are
presented in Table 6.1 and shown in Figure 2.
Table
6.1 Proposed Airborne Construction Noise Monitoring Locations
ID |
Location Description |
NMS2(1) |
Seaview Crescent |
NMS3B(1)(2) |
Site Boundary of ER¡¦s Site Office Area at Works Area
WA2 |
Remarks:
(1) The
ET of this Contract should conduct impact noise monitoring at the NMS listed in
the table as part of EM&A programme according to the latest notification
from ENPO when the monitoring station(s) is/are no longer covered by another ET
of the HZMB project. The ET of the
Contract shall communicate and share the monitoring data to the ET(s) of other
works contracts if the noise monitoring station(s) is/are as part of EM&A
programme.
(2) The
Action and Limit Levels for schools will be applied for this alternative
monitoring location.
6.3.2 The
ET shall select the monitoring location from the above table based on the
locations of the construction activities and seek approval from ER and
agreement from the IEC and EPD to the proposal. The monitoring location should
be chosen based on the following criteria:
l at locations close to the
major site activities which are likely to have noise impacts;
l close to the most affected
existing noise sensitive receivers; and
l for monitoring locations
located in the vicinity of the sensitive receivers, care should be taken to
cause minimal disturbance to the occupants during monitoring.
6.3.3 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
position.
6.3.4 The
ENPO may, depending on site conditions and monitoring results, decide whether
additional monitoring locations shall be included or any monitoring locations
could be removed/ relocated during any stage of the construction phase.
6.4.1 The
ET shall carry out baseline monitoring prior to the commencement of the
construction works. There shall not be any construction activities in the
vicinity of the stations during the baseline monitoring. Continuous baseline
noise monitoring for the A-weighted levels Leq, L10 and L90
shall be carried out daily for a period of at least two weeks in a sample
period of 5 minutes or 30 minutes between 07:00 and 19:00, and 5 minutes
between 19:00 and 07:00. A schedule on the baseline monitoring shall be
submitted to the ER and IEC for approval before the monitoring starts.
6.4.2 In
exceptional cases, when insufficient baseline monitoring data or questionable
results are obtained, the ET shall liaise with the IEC and EPD to agree on an
appropriate set of data to be used as a baseline reference and submit to the ER
for approval.
6.4.3 It
is noted that baseline monitoring was undertaken for the Project between
September and November 2011 under Agreement CE No. 35/2011 (EP) Baseline
Environmental monitoring for Hong Kong ¡V Zhuhai ¡V Macao Bridge Hong Kong
Projects ¡V Investigation prior to the construction of the Project. The baseline monitoring results obtained
under Agreement CE No. 35/2011(EP) will be adopted for this Contract.
6.5.1 During
normal construction working hour (07:00-19:00 Monday to Saturday), monitoring
of Leq, 30 minutes noise levels (as six consecutive Leq,
5 minutes readings) shall be carried out at the agreed monitoring locations
once every week in accordance with the methodology in the TM.
6.5.2 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.
6.5.3 In
case of non-compliance with the construction noise criteria, more frequent
monitoring, as specified in the Action Plan, shall be carried out. This
additional monitoring shall be continued until the recorded noise levels are
rectified or proved to be irrelevant to the construction activities.
6.5.4 A
schedule on the compliance monitoring shall be submitted to the ER and IEC for
approval before the monitoring starts.
6.6.1 The
Action and Limit Levels for construction noise are defined in Table 6.2. Should non-compliance of the
criteria occur, actions in accordance with the Action Plan in Table 6.3 shall be carried out.
Table
6.2 Action and Limit Levels for Construction Noise
Parameter |
Action
Level |
Limit
Level |
07:00
¡V 19:00 hours on normal weekdays |
When
one documented complaint is received |
75 dB(A)* |
Note :
If works are to be carried out during restricted
hours, the conditions stipulated in the construction noise permit issued by the
Noise Control Authority have to be followed.
* Reduce to 70 dB(A) for schools and 65 dB(A) during
school examination period.
Table
6.3 Event / Action Plan for Construction Noise Monitoring
EVENT |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
Action
Level |
1.
Notify IEC and Contractor; 2.
Identify source, investigate the causes of exceedance and
propose remedial measures; 3.
Report the results of
investigation to the IEC, ER and
Contractor; 4.
Discuss with the Contractor and formulate remedial
measures; 5.
5 Increase monitoring frequency to check mitigation effectiveness. |
1.
Review the analysed results submitted by the ET; 2.
Review the proposed remedial measures by the Contractor and
advise the ER
accordingly; 3.
Supervise the implementation of remedial measures. |
1.
Confirm receipt of
notification of
failure in writing; 2.
Notify Contractor; 3.
Require Contractor to propose remedial measures for the
analysed noise problem; 4.
Ensure remedial measures are
properly implemented. |
1.
Submit noise mitigation
proposals to IEC; 2.
Implement noise mitigation
proposals. |
Limit Level |
1.
Inform IEC, ER, EPD and
Contractor; 2.
Identify source; 3.
Repeat measurements to confirm findings; 4.
Increase monitoring frequency; 5.
Carry out analysis of Contractor¡¦s working
procedures to determine possible mitigation to be implemented; 6.
Inform IEC, ER and EPD the causes and actions
taken for the exceedances; 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. |
1.
Discuss amongst ER, ET, and Contractor on the
potential remedial actions; 2.
Review Contractors remedial actions whenever
necessary to assure their effectiveness and advise the ER accordingly; 3.
Supervise the implementation of remedial measures. |
1.
Confirm receipt of notification of failure in
writing; 2.
Notify Contractor; 3.
Require Contractor to propose remedial measures
for the analysed noise problem; 4.
Ensure remedial measures properly implemented; 5.
If exceedance continues, consider what portion of
the work is responsible and instruct the Contractor to stop that portion of
work until the exceedance is abated. |
1.
Take immediate action to avoid further
exceedance; 2.
Submit proposals for remedial actions to IEC
within 3 working days of notification; 3.
Implement the agreed proposals; 4.
Resubmit proposals if problem still not under
control; 5.
Stop the relevant portion of works as determined
by the ER until the exceedance is abated. |
6.7.1 The EIA Report has recommended
construction noise control measures including the use of quiet plant and
temporary noise barriers. All the
proposed mitigation measures are summarised in the EMIS in Appendix C.
6.7.2 Not applicable.
6.7.3 The recommended noise control
measures are summarized as follows:-
l Good site practices and
noise management techniques;
l Use of site hoarding;
l Use of movable noise
barrier and full enclosure for relatively static plant;
l Use of ¡§quiet¡¨ plant and
working methods;
l Sequencing operation of
construction plant equipment; and
l Rescheduling to avoid noise
construction works during school examination.
6.8.1 The Assignment, which involves
multiple construction contracts, would be constructed concurrently with other
major infrastructures such as the HKLR and TM-CLKL. These interface projects
will be overviewed by the ENPO. The ENPO will also oversee and coordinate the
cumulative environmental issues arising from the concurrent projects.
To
facilitate the ENPO to evaluate environmental impacts and investigate
complaints, the ET Leaders shall provide the impact noise monitoring results
within one working day after the monitoring event. The ET Leader shall follow
ENPO¡¦s requirement on the data submission format and procedure.
7.1.1 The
sediment quality data has been reviewed and the findings of the site
investigation for sediment quality in relation to the current study area for
HKBCF and HKLR is summarized in the EIA Report, there is no requirement on
environmental monitoring and audit for sediment quality.
7.1.2 The
requirements as recommended in ETWB TC 34/2002 Management of Dredged/Excavated
Sediment shall be included in the Particular Specification as appropriate for
sediment disposal.
8.1.1 The quantity and timing of the
generation of waste during the construction phase have been estimated. Measures including the opportunity for
on-site sorting, reusing excavated materials for reclamation etc. are devised
in the construction methodology to minimise the surplus materials to be
disposed off-site. Proper disposal of chemical waste should be via a licensed
waste collector.
8.1.2 All the proposed mitigation
measures are stipulated in the EIA Report and summarized in the EMIS in Appendix C.
8.1.3 The types and quantities of
waste that would be generated during the operational phase have been assessed.
It is anticipated there would not be any insurmountable impacts during the
operation phase. A trip-ticket system should be operated to monitor all
movements of chemical wastes which will be collected by a licensed collector to
a licensed facility for final treatment and disposal.
8.1.4 Recommendations have been made
to ensure proper treatment and proper disposal of these wastes in the EIA
Report and all the proposed mitigation measures are stipulated in the EIA
Report are summarised in the EMIS in Appendix
C.
8.1.5 EM&A requirements are
required for waste management during the construction phase only and the
effective management of waste arising during the construction phase will be
monitored through the site audit programme. The aims of the waste audit are:
l to ensure the waste arising
from the works are handled, stored, collected, transferred and disposed of in
an environmentally acceptable manner; and
l to encourage the reuse and
recycling of material.
8.2.1 The Contractor shall be required
to pay attention to the environmental standard and guidelines and carry out
appropriate waste management and obtain the relevant licence/permits for waste
disposal. The ET shall ensure that the Contractor has obtained from the
appropriate authorities the necessary waste disposal permits or licences
including:
l Chemical Waste Permits/licenses
under the Waste Disposal Ordinance (Cap 354);
l Public Dumping Licence
under the Land (Miscellaneous Provisions) Ordinance (Cap 28);
l Marine Dumping Permit under
the Dumping at Sea Ordinance (Cap 466); and
l Effluent Discharge Licence
under the Water Pollution Control Ordinance.
8.2.2 The Contractor shall refer to
the relevant booklets issued by the DEP when applying for the licence/permit
and the ET shall refer to these booklets for auditing purposes.
8.2.3 During the site inspections and
the document review procedures, the ET shall pay special attention to the
issues relating to waste management and check whether the Contractor has
followed the relevant contract specifications and the procedures specified
under the laws of Hong Kong. In addition to the site inspections, the ET shall
review the documentation procedures prepared by the Waste Coordinator once a
week to ensure proper records are being maintained and procedures undertaken in
accordance with the WMP.
8.2.4 The Contractor¡¦s waste management
practices should be audited with reference to the checklist detailed in Table 8.1 below:
Table
8.1 Waste Management Checklist
Activities |
Timing |
Monitoring Frequency |
If non-compliance, Action Required |
All
necessary waste disposal permits or licences have been obtained. |
Before
the commencement of demolition works |
Once |
Apply
for the necessary permits/ licences prior to disposal of the waste. The ET
shall ensure that corrective action has been taken. |
Only
licensed waste hauliers are used for waste collection. |
Throughout
the works |
Weekly |
The
ET shall inform the ER and IEC of the non-compliance. The ER shall instruct
the Contractor to use a licensed waste haulier. The Contractor shall
temporarily suspend waste collection of that particular waste until a licensed
waste haulier is used. Corrective action shall be undertaken within 48 hours. |
Records
of quantities of wastes generated, recycled and disposed are properly kept.
For demolition material/waste, the number of loads for each day shall be
recorded (quantity of waste can then be estimated based on average truck load. Should
landfill charging be implemented, the receipts of the charge could be used
for estimating the quantity). |
Throughout
the works |
Weekly |
The
Contractor shall estimate the missing data based on previous records and the
activities carried out. The ET shall audit the results and forward to the ER
and IEC for approval. |
Wastes
are removed from site in a timely manner. General refuse is collected on a
daily basis. |
Throughout
the works |
Weekly |
The
ET shall inform the ER and IEC of the non-compliance. The ER shall instruct
the Contractor to remove waste accordingly. |
Waste
storage areas are properly cleaned and do not cause windblown litter and dust
nuisance. |
Throughout
the works |
Weekly |
The
ET shall inform the ER and IEC of the non-compliance. The ER shall instruct
the Contractor to clean the storage area and/or cover the waste. |
Different
types of waste are segregated in different containers or skip to enhance
recycling of material and proper disposal of waste. |
Throughout
the works |
Weekly |
The
ET shall inform the ER and IEC of the non-compliance. The ER shall instruct
the Contractor to provide separate skips/ containers. The Contractor shall
ensure the workers place the waste in the appropriate containers. |
Chemical
wastes are stored, handled and disposed of in accordance with the Code of
Practice on the Packaging, Handling and Storage of Chemical Wastes, published
by the EPD. |
Throughout
the works |
Weekly |
The
ET shall inform the ER and IEC of the non-compliance. The ER shall instruct
the Contractor to rectify the problems immediately. Warning shall be given to
the Contractor if corrective actions are not taken within 24 hrs and the
Waste Control Group of the EPD shall be identified. |
Demolition
material/waste in dump trucks are properly covered before leaving the site. |
Throughout
the works |
Weekly |
The
ET shall inform the ER and IEC of the non-compliance. The ER shall instruct
the Contractor to comply. The Contractor shall prevent trucks shall leaving
the site until the waste are properly covered. |
Wastes
are disposal of at licensed sites. |
Throughout
the works |
Weekly
|
The
ET shall inform the ER and IEC of the non-compliance. The ER shall warn the
Contractor and instruct the Contractor to ensure the wastes are disposed of
at the licensed sites. Should it involve chemical waste, the Waste Control
Group of EPD shall be notified |
Note:
ET- Environmental Team, IEC ¡V Independent
Environmental Checker, ER ¡V Engineer¡¦s Representative
9.1.1A The
EIA Report has assessed the water quality impacts caused by the construction
and operation stages. Mitigation measures have been recommended in the EIA to
ensure compliance with the relevant legislative requirements. The hanging-type
silt-curtain will be deployed around the site during marine work is carry out.
9.1.2 Prior
to the commencement of the construction work, a detailed site drainage
management plan should be submitted to EPD. The plan should cover measures to
minimize all potential water quality impact arising from the surface runoffs of
all the related constructions.
9.1.3 The
guidelines outlined in the Practice Note for Professional Persons Environmental
Consultative Committee (ProPECC), Construction Site Drainage (PN 1/94) should
be adopted to control construction site runoff. Mitigation measures to minimise
water quality impacts from construction site runoff and wastewater and sewage
generated from construction activities are:
l Provision of site drainage
systems over the entire construction site with sediment control facilities.
Regular inspection and maintenance of the site drainage systems are required to
ensure proper and efficient operation at all times.
l Sedimentation tanks or
package treatment systems are required to treat the large amount of
sediment-laden wastewater generated from foundation construction work, wheel
washing, site runoff. Any construction activities that generate wastewater with
high concentrations of suspended solid (SS) should also be collected to these
facilities for proper treatment prior to disposal. Treated wastewater can be
reused for vehicle washing, dust suppression and general cleaning.
l The construction programme
should be properly planned to avoid soil excavation in rainy seasons. Exposed
stockpiles of excavated soils or construction materials should be covered with
tarpaulin or impervious sheets to avoid release of pollutants into the drainage
channels.
l Sewage generated from site
toilets and canteen should be collected using a temporary storage system.
Chemical toilets should be provided at different locations for use by the
workers on site. Licensed waste collectors should be employed for collection
and disposal of the sewage. The drainage system for collection of wastewater
generated from canteen, if any, should be equipped with grease trap capable of
providing at least 20 minutes retention during peak flow.
l Wheel washing facilities
should be installed at all site entrances/exits.
l An emergency plan should be
developed by the contractors to deal with accidental spillage of chemicals.
9.1.4 Upon
completion of the HKBCF development, stormwater drainage systems would be
completed to collect stormwater generated from the whole area including new
roads. Sewage generated from the
HKBCF development would be treated on site to fulfill effluent limit for
discharge. Additional mitigation
measures would not be required.
9.1.5A Marine water quality
monitoring shall be carried out during the construction phase to ensure that
any unacceptable increase in suspended solids / turbidity and decrease in dissolved
oxygen due to dredging and filling activities could be readily detected and
timely action bIe taken to rectify the situation.
9.1.6 Dissolved
oxygen (DO), turbidity (NTU), suspended solids (SS) and other general in situ
parameters shall be monitored at all designated marine water quality monitoring
stations during the whole construction period. DO and turbidity should be
measured in-situ whereas SS should be determined by an accredited laboratory.
9.1.7 Other
relevant data shall also be recorded, including monitoring location / position,
time, water depth, pH value, salinity, temperature, tidal stages, weather
conditions and any special phenomena or work underway at the construction site.
9.1.8 According
to the EIA report, there is low concentration for PAH, PCB, TBT, and
chlorinated pesticides. Monitoring of these chemicals would not be required
during the construction stage.
9.1.9 The
proposed water quality monitoring schedule shall be submitted to EPD at least 2
weeks before the first day of the monitoring month. EPD shall also be notified
immediately for any changes in schedule by fax.
Dissolved Oxygen and Temperature Measuring
Equipment
9.2.1 The
instrument should be a portable and weatherproof dissolved oxygen (DO)
measuring instrument complete with cable and sensor, and use a DC power source.
The equipment should be capable of measuring: „h
¡P
a
DO level in the range of 0 - 20 mg/ L and 0 - 200% saturation; and „h
¡P
a
temperature of 0 - 45 degree Celsius.
9.2.2 It
should have a membrane electrode with automatic temperature compensation
complete with a cable.
9.2.3 Should
salinity compensation not be built-in to the DO equipment, in-situ salinity
should be measured to calibrate the DO equipment prior to each DO measurement.
Turbidity Measurement Instrument
9.2.4 The instrument should be a portable
and weatherproof turbidity measuring instrument using a DC power source. It
should have a photoelectric sensor capable of measuring turbidity between 0 -
1000 NTU (for example, Hach model 2100P or an approved similar instrument).
Sampler
9.2.5 A water sampler is required. It should
comprise a transparent PVC cylinder, with a capacity of not less than 2 litres,
which can be effectively sealed with latex cups at both ends. The sampler
should have a positive latching system to keep it open and prevent premature
closure until released by a messenger when the sampler is at the selected water
depth (for example, Kahlsico Water Sampler or an approved similar instrument)
Water Depth Detector
9.2.6 A portable, battery-operated echo
sounder should be used for the determination of water depth at each designated
monitoring station. This unit can either be hand held or affixed to the bottom
of the work boat, if the same vessel is to be used throughout the monitoring
programme.
Salinity
9.2.7 A portable salinometer capable of
measuring salinity in the range of 0 - 40 parts per thousand (ppt) should be
provided for measuring salinity of the water at each monitoring location.
pH Measuring Equipment
9.2.8 A portable pH meter capable of
measuring a range between 0.0 and 14.0 shall be provided to measure pH under
the specified conditions (e.g., Orion Model 250A or an approved similar
instrument)
Sample Containers and Storage
9.2.9 Water samples for SS determinations
should be stored in high density polythene bottles with no preservative added,
packed in ice (cooled to 4¢XC without being frozen) and delivered to the
laboratory within 24 hours of collection and be analysed as soon as possible
after collection.
Monitoring Position Equipment
9.2.10 A hand-held or boat-fixed type digital Differential
Global Positioning System (DGPS) with way point bearing indication and Radio
Technical Commission for maritime (RTCM) Type 16 error message ¡¥screen pop-up¡¦
facilities (for real-time auto-display of error messages and DGPS corrections
from the Hong Kong Hydrographic Office), or other equipment instrument of
similar accuracy, should be provided and used during marine water monitoring to
ensure the monitoring vessel is at the correct location before taking
measurements.
Calibration on In-Situ Instruments
9.2.11 The pH meter, DO meter and turbidimeter shall be checked
and calibrated before use. DO meter and turbidimeter shall be certified by a
laboratory accredited under HOKLAS or any other international accreditation
scheme, and subsequently re-calibrated at 3 monthly intervals throughout all
stages of the water quality monitoring. Responses of sensors and electrodes
should be checked with certified standard solutions before each use. Wet bulb
calibration for a DO meter shall be carried out before measurement at each
monitoring location.
Back-up Equipment and Vessels
9.2.12 Sufficient stocks of spare parts shall be maintained for
replacements when necessary. Backup monitoring equipment shall also be made
available so that monitoring can proceed uninterrupted even when some equipment
is under maintenance, calibration, etc. For the on site calibration of field
equipment, the BS127:1993, "Guide to Field and on-site test methods for the analysis of waters" shall be observed
9.2.13 The Water Quality Monitoring will involve a large number
of monitoring stations and measurements should be conducted within the
prescribed tidal conditions (within ¡Ó 1.75 hour of the predicted mid-ebb or mid-flood tides) in
order to ensure the measurement/samples are representative. A multiprobe
monitoring equipment set integrated with water sampler(s) is highly recommended
to improve the monitoring efficiency. It is, also, likely that more than one
field survey vessels will be required simultaneously to ensure the monitoring
are conducted within the acceptable monitoring windows. The ET shall also
consider the use of unattended automatic sampling/monitoring devices at fixed
stations where monitoring are required throughout the construction period. The
use of such unattended automatic devices, however, shall be subject to the
approval of the ER, IEC and EPD.
9.3.1 Duplicate samples from each
independent sampling event are required for SS measurement, which shall be
carried in a HOKLAS or other international accredited laboratory. Sufficient
water samples (of about 1L) shall be collected at the monitoring stations for
carrying out the laboratory measurement and analysis. The laboratory
determination work shall start within 24 hours after collection of the water
samples. The analysis for SS is summarized in Table 9 .1.
Table 9.1 Laboratory analysis for SS
Parameters |
Instrumentation |
Analytical Method |
Reporting Limit |
Detection Limit |
Suspended
Solid (SS) |
Weighting |
APHA
2540-D |
0.5mg/L |
0.5mg/L |
9.3.2 If a site laboratory is set
up or a non-HOKLAS and non-international accredited laboratory is hired for
carrying out the laboratory analysis, the laboratory equipment, analytical
procedures, and quality control shall be approved by EPD. All the analysis
shall be witnessed by the ER. The ET Leader shall provide the ER with one copy
of the relevant chapters of the ¡§APHA Standard Methods for the Examination of
Water and Wastewater¡¨ 19th edition and any other relevant document for his
reference.
9.4.1 The water quality monitoring stations,
control stations and locations for during the construction and operation phase
of HKBCF are shown in Figure 3. The
demarcation of the monitoring stations for different projects will be further
determined by the ENPO before the commencement of the construction. The
selections of these stations are based on the following criteria:
(i) Impact stations (IS) within 250m ¡V 500m envelope of the
construction works. (i.e. 3 impact locations)
(ii) Sensitive receiver stations (SR) near to key sensitive
receivers. (i.e. 7 impact stations).
(iii) Control / far field stations (CS) at representative
locations with less influence by the project (i.e 5 Control / far field
stations).
Control stations should be located, as far as practicable, both upstream and
downstream of the works area.
(iv) Stations for sensitivity test result (ST), which are
located close to the HKSAR boundary (i.e 3 sensitivity test stations).
(v) Not used.
(vi) Mf receiving pit are not required based on the
supporting documents for application for variation of environmental permit (EP
353/2009). Therefore, monitoring of nutrients and heavy metals of Mf Stations
are no longer required.
9.4.2 The co-ordinates of the proposed
monitoring stations during the construction phase are listed in Table 9.2. and shown in Figure 3.
Table 9.2 Water Quality
Monitoring Stations (construction phases)
Station |
Description |
East |
North |
IS7 |
Impact
Station (Close to HKBCF construction site) |
812244 |
818777 |
IS10 |
Impact Station (Close to HKBCF
construction site) |
812577 |
820670 |
IS(Mf)11 |
Impact Station (Close to HKBCF
construction site) |
813562 |
820716 |
SR3 |
Sensitive receivers (San Tau SSSI) |
810525 |
816456 |
SR4(N) |
Sensitive receivers (Tai Ho) |
814705 |
817859 |
SR5 |
Sensitive receivers (Artificial Reef
in NE Airport) |
811489 |
820455 |
SR6 |
Sensitive receivers (Sha Chau and
Lung Kwu Chau Marine Park) |
805837 |
821818 |
SR7 |
Sensitive receivers (Tai Mo Do) |
814293 |
821431 |
SR10A[1] |
Sensitive receivers (Ma Wan FCZ) 1 |
823741 |
823495 |
SR10B(N)
[1] |
Sensitive receivers (Ma Wan FCZ)2 |
823683 |
823187 |
CS(Mf)3 |
Control Station |
809989 |
821117 |
CS(Mf)5 |
Control Station |
817990 |
821129 |
CS4 |
Control Station |
810025 |
824004 |
CS6 |
Control Station |
817028 |
823992 |
CSA[2] |
Control Station |
818103 |
823064 |
Note
[1]: Additional monitoring station for Ma Wan FCZ.
[2]: Additional control monitoring station for Ma Wan FCZ
Remarks:
(1)
The
ET of this Contract should conduct impact water quality monitoring at the station
listed in the table 9.2 as part of EM&A programme according to the latest
notification from ENPO when the monitoring station(s) is/are no longer covered
by another ET of the HZMB project. The ET of the Contract shall communicate and
share the monitoring data to the ET(s) of other works contracts if the water
quality monitoring station(s) is/are as part of EM&A programme.
9.4.3 Control stations (CS(Mf)3,
CS4, CS(Mf)5, CS6 and CSA[2])
are necessary
to compare the water quality from potentially impacted sites with the ambient
water quality. Control stations shall be located within the same body of water
as the impact monitoring stations but should be outside the area of influence
of the works and, as far as practicable, not affected by any other works. If
there are any changes on the monitoring location, that shall be submitted 4
weeks before commencement of baseline monitoring for EPD approval.
9.4.4 In-situ monitoring (DO, temperature,
turbidity, pH, salinity) and water sample for SS shall be taken at 3 water
depths, namely, 1 m below water surface, mid-depth and 1 m above sea bed,
except where the water depth is less than 6 m, in which case the mid-depth
station may be omitted. Should the water depth be less than 3 m, only the
mid-depth station will be monitored. The status and locations of water
sensitive receivers and the marine activities may change after issuing this
Manual. If such cases exist, the ET Leader shall propose with justification for
changes to monitoring locations or other requirements of the EM&A
programme, and seek approval from the IEC and EPD.
9.4.5 The ENPO may, depending on site
conditions and monitoring results, decides whether additional monitoring locations
shall be included or any monitoring locations could be removed / relocated
during any stage of the construction phase after getting approval from EPD.
9.5.1 Baseline conditions for marine water
quality shall be established and agreed with EPD prior to the commencement of
works. The purpose of the baseline monitoring is to establish ambient
conditions prior to the commencement of the works and to demonstrate the
suitability of the proposed impact and control monitoring stations. The
baseline conditions shall normally be established by measuring the DO,
temperature, turbidity, pH, salinity and SS at all designated locations. The
measurements shall be taken at all designated monitoring stations including
control stations, 3 days per week, at mid-flood (within ¡Ó 1.75 hour of the
predicted time) and mid-ebb (within ¡Ó 1.75 hour of the predicted time) tides,
for at least 4 weeks prior to the commencement of marine works.
Replicate in-situ measurements and samples collected from each independent
sampling event shall be collected to ensure a robust statistically
interpretable database.
9.5.2 Baseline monitoring
programme may overlap with other reclamation activities. The monitoring
exercise should be scheduled as far as possible to avoid concurrent dredging /
backfilling activities around the monitoring stations such that representative
ambient data could be sampled.
9.5.3 Other relevant data shall also be
recorded, such as monitoring location / position, time, water depth, tidal
stages, weather conditions and any special phenomena underway near the
monitoring station. There shall not be any marine construction activities in
the vicinity of the stations during the baseline monitoring.
9.5.4 Not applicable.
9.5.5 Baseline monitoring schedule
shall be faxed to EPD 2 weeks prior to the commencement of baseline monitoring.
The interval between two sets of monitoring shall not be less than 36 hours.
9.6.1 Not applicable
9.6.2 Not applicable.
9.6.3 Not applicable.
9.6.4 Not applicable.
9.6.5 Not applicable.
9.6.6 Not applicable.
9.6.7 Not applicable.
Reclamation
9.7.1A Impact monitoring for water quality shall be undertaken 3 days
per week, at mid-flood (within ¡Ó 1.75 hour of the predicted time) and mid-ebb
(within ¡Ó 1.75 hour of the predicted time) tides, with sampling / measurement
at the designated monitoring stations. Replicate in-situ measurements and
samples collected from each independent sampling event shall be collected to
ensure a robust statistically interpretable database. The interval between two
sets of monitoring shall not be less than 36 hours except where there are
exceedances of Action and / or Limit levels, in which case the monitoring
frequency will be increased. Two consecutive measures of DO concentration, DO
saturation, pH, salinity, temperature, turbidity and water samples for SS will
be taken in situ at 1 m below the surface, mid-depth and 1 m above the seabed
at each location. If the water depth is less than 6 m, the mid-depth
measurement may be omitted subject to the approval of the ER. If the depth is
less than 3 m, only the mid-depth measurements need to be taken subject to the
approval of the ER. The monitoring probes shall be retrieved out of water after
the first measurement and then redeployed for the second measurement. Where the
difference in value between the first and second readings of DO or turbidity
parameters is more than 25% of the value of the first reading, the reading
shall be discarded and further readings shall be taken.
9.7.2 Not applicable
Relocation of Mf Sediment with Reclamation
Area
9.7.3 Not applicable.
9.7.4 Not applicable.
Water
Quality Monitoring along the Water Boundary of Hong Kong and Mainland
9.7.5 Not applicable.
9.8.1 Upon completion of all marine-based
construction activities, a post-project monitoring exercise on water quality
shall be carried out for 4 weeks in the same manner as the Baseline monitoring.
Replicate in-situ measurements and samples collected from each independent
sampling event shall be collected to ensure a robust statistically
interpretable database. The measurement parameters for Post-construction
monitoring shall include DO concentration and saturation, temperature,
turbidity, pH, salinity and SS. The measurement shall be taken at all
designated monitoring stations including control stations, 3 days per week, at
mid-flood (within ¡Ó 1.75 hour of the predicted time) and mid-ebb (within ¡Ó 1.75
hour of the predicted time) tides, for at least 4 weeks. Since the southern and
northern landfalls of TM-CLKL are distant from each other and based on the
tentative programme available during the EIA stage the two landfall has
different construction time frame, the Post-construction monitoring for each
landfalls may conducted separately. The ET should review the actual
implantation programme and recommend if a separate post-construction monitoring
for each landfall is required.
9.9.1 Not applicable
9.9.2 Not
applicable
9.10.1 The Action and Limit levels
for water quality are defined in Table 9.3. Should non-compliance of the
criteria occur, action in accordance with the Action Plan in Table 9.4 shall be
carried out.
9.10.2 Table 9.3 Action and Limit
Levels for Water Quality
Parameters |
Action |
Lmit |
DO
in mg L-1 (Surface, Middle & Bottom) |
Surface
and Middle 5.0 Bottom 4.7 |
Surface
and Middle 4 .2 (except 5 mg/L for FCZ) Bottom 3.6 |
SS
in mg L-1 (depthaveraged) at all monitoring stations and control stations |
23.5
and 120% of upstream control station's SS at the same tide of the same day* |
34.4
and 130% of upstream control station's SS at the same tide of the same day
and 10mg/L for WSD Seawater intakes* |
Turbidity
in NTU (depth-averaged) |
27.5
and 120% of upstream control station's turbidity at the same tide of the same
day* |
47.0
and 130% of upstream control station's turbidity at the same tide of the same
day* |
* Remarks: Reference is
made to EPD approval of adjustment of water quality assessment criteria issued
and became effective on 18 February 2013.
Notes: 1. "depth-averaged" is
calculated by taking the arithmetic means of reading of all three depths.
2. For DO, non-compliance
of the water quality limits occurs when monitoring result is lower than the
limits.
3. For turbidity, SS,
non-compliance of the water quality limits occurs when monitoring result is
higher than the limits.
4. All the figures given in
the table are used for reference only and the EPD may amend the figures whenever it is considered as necessary.
5. The 1%-ile of baseline
data for dissolved oxygen (surface and middle) and dissolved oxygen (bottom)
are 4.2mg/L and 3.6mg/L respectively
Table 9.4 Event and Action
Plan for Water Quality
Event |
ET Leader |
IEC |
ER |
Contractor |
Action level being
exceeded by one sampling day |
1. Repeat in situ
measurement on next day of exceedance to confirm findings; 2. Identify source(s) of
impact; 3. Inform IEC, contractor
and ER; 4. Check monitoring data,
all plant, equipment and Contractor's working methods; |
1. Check monitoring data
submitted by ET and Contractor¡¦s working methods; |
1. Confirm receipt of
notification of noncompliance in writing; 2. Notify Contractor |
1. Inform the ER and
confirm notification of the noncompliance in writing; 2. Rectify unacceptable
practice; 3. Amend working methods
if appropriate. |
Action level being
exceeded by two or more consecutive sampling days |
1. Repeat in situ
measurement to confirm findings; 2. Identify source(s) of
impact; 3. Inform IEC, Contractor
and ER; 4. Check monitoring data,
all plant, equipment
and Contractor's working methods; 5. Discuss mitigation
measures with IEC, ER and Contractor; 6. Ensure mitigation
measures are implemented; 7. Increase the
monitoring frequency to daily until no exceedance of Action level; 8. Repeat measurement on
next day of exceedance to confirm findings. |
1. Check monitoring data
submitted by ET and Contractor¡¦s working method; 2. Discuss with ET and
Contractor on possible remedial actions; 3. Review the proposed
mitigation measures submitted by Contractor and advise the ER accordingly; 4. Assess the
effectiveness of the implemented mitigation measures. |
1. Confirm receipt of
notification of noncompliance in writing; 2. Discuss with IEC on
the proposed mitigation measures; 3. Make agreement on
mitigation measures
to be implemented; 4. Ensure mitigation
measures are properly implemented; 5. Assess the
effectiveness of the implemented mitigation measures. |
1. Inform the Engineer
and confirm notification of the noncompliance in writing; 2. Rectify unacceptable
practice; 3. Check all plant and
equipment and consider changes of working methods; 4. Discuss with ET and
IEC on possible remedial actions and propose mitigation measures to IEC and
ER within 3 working days of notification; 5. Implement the agreed
mitigation measures; 6. Amend working methods if
appropriate. |
Limit level being
exceeded by one sampling day |
1. Repeat in-situ measurement
to confirm findings; 2. Identify source(s) of
impact; 3. Inform IEC,
Contractor, ER and EPD; 4. Check monitoring data,
all plant, equipment and Contractor's working methods; 5. Discuss mitigation
measures with IEC, ER and Contractor; 6. Ensure mitigation
measures are implemented;
7. Increase the monitoring frequency to daily until no exceedance of Limit
level. |
1. Check monitoring data
submitted by ET and Contractor¡¦s working method; 2. Discuss with ET and
Contractor on possible remedial actions; 3. Review the proposed
mitigation measures submitted by Contractor and advise the ER accordingly; 4. Assess the
effectiveness of the implemented mitigation
measures. |
1. Confirm receipt of
notification of failure in writing; 2. Discuss with IEC, ET and Contractor on
the proposed mitigation measures; 3. Request Contractor to
critically review the working methods; 4. Ensure mitigation
measures are properly implemented; 5. Assess the
effectiveness of the implemented mitigation measures |
1. Inform the ER and
confirm notification of the noncompliance in writing; 2. Rectify unacceptable
practice; 3. Check all plant and
equipment and consider changes of working methods; 4. Submit proposal of
mitigation measures to ER within 3 working days of notification and discuss
with ET, IEC and ER; 5. Implement the agreed
mitigation measures; 6. Amend working methods
if appropriate. |
Limit level being
exceeded by two or more consecutive sampling days |
1. Repeat in-situ
measurement to confirm findings; 2. Identify source(s) of
impact; 3. Inform IEC,
contractor, ER and EPD; 4. Check monitoring data,
all plant, equipment and Contractor's working methods; 5. Discuss mitigation
measures with IEC, ER and Contractor; 6. Ensure mitigation
measures are implemented; 7. Increase the monitoring frequency to daily until
no exceedance of Limit level for two consecutive days |
1. Check monitoring data
submitted by ET and Contractor¡¦s working method; 2. Discuss with ET and
Contractor on possible remedial actions; 3. Review the Contractor¡¦s
mitigation measures whenever necessary to assure their effectiveness and
advise the ER accordingly. |
1. Confirm receipt of
notification of failure in writing; 2. Discuss with IEC, ET and Contractor on
the proposed mitigation measures; 3. Request Contractor to
critically review the working methods; 4. Make agreement on the
mitigation measures to be implemented; 5. Ensure mitigation
measures are properly implemented; 6. Assess the
effectiveness of the implemented mitigation measures; 7. Consider and instruct,
if necessary, the Contractor to slow down or to stop all or part of the
construction activities until no exceedance of Limit level. |
1. Inform the ER and
confirm notification of the noncompliance in writing; 2. Take immediate action
to avoid further exceedance; 3. Rectify unacceptable
practice; 4. Check all plant and
equipment and consider changes of working methods; 5. Submit proposal of
mitigation measures to ER within 3 working days of notification and discuss
with ET, IEC and ER; 6. Implement the agreed
mitigation measures; 7. Resubmit proposals of
mitigation measures if problem still not under control; 8. As directed by the
Engineer, to slow down or to stop all or part of the construction activities
until no exceedance of Limit level. |
9.11.1 The
EIA Report has recommended construction and operational phase mitigation
measures. All the prepared mitigation measures are summarized in the EMIS as
shown in Appendix C.
10.1.1 The
EIA Report has assessed the ecological impacts caused by the construction
phase. Mitigation measures have been recommended in the EIA to ensure
compliance with the relevant legislative requirements. The mitigation measures
and ecological monitoring surveys are stated in this manual in the sections
below. A detailed ecological monitoring plan with specification and detailed
methodology will be prepared prior to the baseline monitoring, and submitted to
AFCD and EPD for approval.
Marine
Water Quality
10.2.1 Low
disturbance construction method: Any significant changes in water quality or
turbidity should be avoided. This
could be mitigated through construction methods. Silt curtains around the
marine works areas should be used.
10.2.2 Not
applicable.
10.2.3 Not
applicable.
10.2.4 Good
Site Practices: Effluent monitoring should be incorporated to make sure that
the discharged effluent from construction sites meets the relevant effluent
discharge guidelines.
10.2.5 Strict
enforcement on No-dumping ¡V To avoid degrading the Chinese White Dolphin
Habitat, restrictions prohibiting dumping of rubbish, food, oil, or chemicals
will be strictly enforced.
10.2.6 Site
runoff control - For works on land, standard site runoff control measures will
be established and strictly enforced to ensure that discharge of contaminated
or silt- laden runoff into North Lantau waters is minimized.
10.2.7 Spill
response plan ¡V In the event of vessels operating in the works areas transporting
oil or other hazardous chemicals, an oil-spill response plan, with specific
provisions for protection marine ecology and dolphins, will be formulated.
10.2.8 Not
applicable.
Terrestrial
Disturbance
10.2.9 The impact from this minor and short-term
source can be reduced by good site practices, including strictly following the
permitted works hours, using quieter machines where practicable, and avoiding
excessive lightings during night time.
Sedimentation
from Land-based Works Areas
10.2.10A Good
site practices (e.g., watering to reduce dust generation, prevention of
siltation of freshwater habitats) are recommended to be implemented. Site
runoff should be desilted, to reduce the potential for suspended sediments,
organics and other contaminants to enter existing streams and standing
freshwater
Marine
Noise and Disturbance
1)
Bored Piling
10.2.11 Not applicable.
10.2.12 Not applicable.
10.2.13 Not applicable.
2)A
Sheet Piling / Tubular Steel Piling
10.2.14A Vibratory piler for installation and removal of Tubular
Steel Piling ¡V Tubular Steel Piling into the soft seabed sediment (i.e. not
requiring to drill onto rock surface) is required at the western edge of HKBCF
reclamation for construction and dismantling of temporary loading and unloading
point. To minimize the acoustic disturbance to Chinese White Dolphin (CWD), pile
piles will be driven by using vibratory piler, which is a type of silence
piling equipment and the noise generated is anticipated to be minimal.
10.2.15A Dolphin Exclusion Zone ¡V dolphin exclusion zone of
250m radius should be implemented in the western edge of HKBCF reclamation for
installation and removal of Tubular Steel Piling. Works will be suspended when
any Chinese White Dolphin (CWD) is found within the exclusion zone..
3)A
Temporary Loading and unloading point and Works Vessels
10.2.16A Dolphin
Exclusion Zone ¡V dolphin exclusion zone of 250m radius should be implemented at
the temporary loading and unloading point in the western edge of HKBCF
reclamation during the installation of the perimeter silt curtains and any
re-deployment of the perimeter silt curtains. Works will be suspended when any
Chinese White Dolphin (CWD) is found within the exclusion zone.
10.2.17 Dolphin Watching Plan - A dolphin
watching plan for works areas will also be included in the EM&A programme.
For the marine working sites, once the perimeter silt curtains are installed or
re-deployed, the marine works would be conducted inside the silt curtains and a
dolphin exclusion zone is not needed. Instead a dolphin watching plan will be
performed. The plan would include regular inspection of the silt curtains,
scanning of the waters surrounded by the curtains, and an action plan should be
devised to cope with any unpredicted incidents such as in case dolphins are
found within the waters surrounded by the silt curtains.
10.2.18 Acoustic decoupling of compressors
and other equipment ¡V Air compressors and other noisy equipment that must be
mounted on construction vessels will be acoustically-decoupled to the greatest
extent feasible, for instance by using rubber air-filled tires.
Marine
Traffic
10.2.19 Vessel speed limit control ¡V It is known that
fast-moving vessels are a threat to dolphins and porpoises, a speed limit of 10
knots will be strictly enforced within the working areas. This speed limit for vessels within the
boundaries of the Sha Chau/Lung Kwu Chau Marine Park appears to be effective in
protecting the dolphins from vessel collisions.
10.2.20 Skipper training ¡V Captains of construction vessels working
in the West Lantau waters and near the Brothers Islands should undergo training
to learn about local dolphins and porpoises. They should be trained to be aware of
the protocol for ¡§dolphin friendly¡¨ vessel operation (reference made to Code of
Conduct for Dolphin Watching Activities available from AFCD).
10.2.21 Predefined and regular routes for working vessels ¡V
Captains of all working vessels should be required to use regular travel
routes, in order to minimize the chance of vessel collision. And the routes
would not go through the dolphin hotspot in Brothers Islands.
Road
Surface Runoff
10.2.22 Silt grease traps should be deployed to prevent a direct
input of road surface runoff to the marine water.
Chemical
Spillage
10.2.23 A Maritime Oil Spill Response Plan (MOSRP) has been
developed by Marine Department to deal with oil spill and their potential
hazard to the Hong Kong waters. The main objective of the MOSRP is to ensure a
timely and effective response to oil spillage and /or their potential treats in
the Hong Kong waters.
10.2.24 Similar to the Shenzhen Western Corridor project, a
contingency plan will be formulated to deal with the accidental event of the
serious spillage of oil or other harmful chemicals. A contingency plan in this
regard will be primarily for safety issues and water quality, but could also
help to safeguard the dolphin population. Following the example of Shenzhen Western Corridor, it
will be specified in the contingency plan that AFCD must be alerted by the Hong
Kong Police Force and Fire Services Department in case an accident of spillage
of chemical or oil is reported.
Precautionary/Enhancement
Measures
10.2.25 Not applicable.
10.2.26 Not applicable.
10.2.27 Not applicable.
10.3.1 An ecological monitoring
and audit programme would be needed for the Project. The monitoring programme
will include monitoring of physical parameters such as air, noise and water
quality, and ecological aspects such as CWD. The ecological monitoring and audit
programme will monitor potential impacts through construction activities, and
will verify the assessments which were made in the EIA report. The monitoring
includes the following tasks:
10.3.2A Vessel-based dolphin monitoring ¡V A dolphin monitoring
programme at Northeast and Northwest Lantau , in particular the dolphin
sighting hotspots (e.g. Brothers Islands) and areas where juveniles have been
sighted, should be set up to verify the predictions of impacts and to ensure
that there are no unforeseen impacts on the dolphin population during
construction phase. The monitoring period should cover the pre-construction
phase (baseline conditions), the entire period of construction phase
(tentatively 2012 ¡V 2016), and at least two years after the completion of construction
works[1] .
10.3.3 Not applicable
10.3.4 Not
applicable
10.3.5 Not
applicable
10.3.6 Not
applicable
10.3.7 The ecological monitoring
surveys shall be undertaken by suitably qualified specialist(s), (i.e. dolphin
specialist), who shall have sufficient (at least 5-10 years) relevant
post-graduate experience and publication in the respective aspects and should
be independent of the construction contractor and should form part of the
independent ET. Approval on the specialist(s) responsible for ecological
monitoring survey shall be sought from AFCD and EPD..
10.4.1A The dolphin monitoring should adopt
line-transect vessel survey method, and cover the following line-transect
survey areas (Shown Figure 4) as in
AFCD annual marine mammal monitoring programme: „h
l
Northeast
Lantau survey area; and „h
l Northwest Lantau survey
area
10.4.2 Not
applicable
10.4.3 Not
applicable
10.4.4 Not
applicable
10.4.5 Not
applicable
10.5.1 Baseline for dolphin monitoring
shall be established by two surveys per month in each survey area stated in
Section 10.4 for a period of three
months prior to the commencement of works and agreed with AFCD. The purpose of
the baseline monitoring is to establish pre-construction conditions prior to
the commencement of the works and to demonstrate the suitability of the
proposed monitoring method.
10.5.2 Not applicable
10.5.3 Not
applicable
10.5.4 Not
applicable
10.5.5 As
the project will last for a few years, the ET Leader should seek approval from
the IEC, AFCD and EPD on an appropriate methodology and parameters to be
recorded. A detailed ecological monitoring plan with specification and detailed
methodology for baseline monitoring will be prepared prior to the baseline
monitoring, and submitted to AFCD and EPD for approval.
10.6.1 Dolphin monitoring[2] will be conducted twice a month in
each survey area stated in Section 10.4.1 throughout the entire construction
period.
10.6.2 Not applicable
10.6.3 Not
applicable
10.6.4A Should dolphin sighting numbers,
density or the distribution pattern in the construction or post construction be
significantly different (taking into account naturally occurring alterations to
distribution patterns such as due to seasonal change) to the pre-construction
baseline activity, the ET should inform AFCD and investigate the possible
causes of the change. Appropriate actions and a further monitoring should be
recommended and additional mitigation measures should be implemented as
necessary. Data should then be re-assessed and the need for any further
monitoring established. The monitoring results should be made available to EPD,
AFCD, ER and IEC within 2 weeks after the last survey day of the monitoring
month.
10.6.4B The data from impact monitoring should
be compared with the pre-construction baseline findings. Any apparent
differences in density among survey phases should be analysed for trends and
the statistical power of the analysis to detect effects of the desired size should
be tested. Statistical procedures shall be used for data comparison. A range of
applicable statistical procedures exist (e.g., t-test, ANOVA and ANCOVA, etc.)
and the ET shall propose the procedure to be applied as part of the impact and
post-construction dolphin monitoring programme design to be agreed with AFCD
prior to the monitoring being undertaken.
10.6.4C Comparison
of the impact and post-construction dolphin monitoring with that of over the
preconstruction baseline dolphin monitoring will allow the assessment of the
overall efficacy of the project-specific mitigation measures through the
implementation of an Event and Action Plan detailed in the Table 10.2.
10.6.5 Not applicable
Table 10.2 Event / Action Plan for Dolphin Monitoring
Event |
ET Leader |
IEC |
ER /
SOR |
Contractor |
Action Level |
1. Repeat statistical
data analysis to confirm findings; 2. Review all available and relevant data,
including raw data and statistical analysis results of other parameters
covered in the EM&A, to ascertain if differences are as a result of
natural variation or previously observed seasonal differences; 3. Identify source(s) of
impact; 4. Inform the IEC, ER/SOR
and Contractor; 5. Check monitoring data.
6. Review to ensure all the dolphin protective measures are fully and
properly implemented and advise on additional measures if necessary. |
1. Check monitoring data
submitted by ET and Contractor; 2. Discuss monitoring
results and finding with the ET and the Contractor. |
1. Discuss monitoring
with the IEC and any other measures proposed by the ET; 2. If ER/SOR is satisfied
with the proposal of any other measures, ER/SOR to signify the agreement in
writing on the measures to be implemented. |
1. Inform the ER/SOR and
confirm notification of the noncompliance in writing; 2. Discuss with the ET
and the IEC and propose measures to the IEC and the ER/SOR; 3. Implement the agreed
measures. |
Limit Level |
1. Repeat statistical
data analysis to confirm findings; 2. Review all available and relevant data,
including raw data and statistical analysis results of other parameters
covered in the EM&A, to ascertain if differences are as a result of
natural variation or previously observed seasonal differences; 3. Identify source(s) of
impact; 4. Inform the IEC, ER/SOR
and Contractor of findings; 5. Check monitoring data;
6. Repeat review to ensure all the dolphin protective measures are fully and
properly implemented and advise on additional measures if necessary. 7. If ET proves that the
source of impact is caused by any of the construction activity by the works
contract, ET to arrange a meeting to discuss with IEC, ER/SOR and Contractor
the necessity of additional dolphin monitoring and/or any other potential
mitigation measures (e.g., consider to modify the perimeter silt curtain or
consider to control/temporarily stop relevant construction activity etc.) and
submit to IEC a proposal of additional dolphin monitoring and/or mitigation
measures where necessary. |
1. Check monitoring data
submitted by ET and Contractor; 2. Discuss monitoring
results and findings with the ET and the Contractor; 3. Attend the meeting to
discuss with ET, ER/SOR and Contractor the necessity of additional dolphin
monitoring and any other potential mitigation measures. 4. Review proposals for
additional monitoring and any other mitigation measures submitted by ET and
Contractor and advise ER/SOR of the results and findings accordingly. 5. Supervise / Audit the
implementation of additional monitoring and/or any other mitigation measures
and advise ER/SOR the results and findings accordingly |
1. Attend the meeting to
discuss with ET, IEC and Contractor the necessity of additional dolphin
monitoring and any other potential mitigation measures. 2. If ER/SOR is satisfied
with the proposals for additional dolphin monitoring and/or any other
mitigation measures submitted by ET and Contractor and verified by IEC,
ER/SOR to signify the agreement in writing on such proposals and any other
mitigation measures. 3. Supervise the
implementation of additional monitoring and/or any other mitigation measures. |
1. Inform the ER/SOR and
confirm notification of the noncompliance in writing; 2. Attend the meeting to
discuss with ET, IEC and ER/SOR the necessity of additional dolphin
monitoring and any other potential mitigation measures. 3. Jointly submit with ET
to IEC a proposal of additional dolphin monitoring and/or any other
mitigation measures when necessary. 4. Implement the agreed
additional dolphin monitoring and/or any other mitigation measures. |
10.7.1A Dolphin monitoring will be conducted twice a month in
each survey area stated in Section 10.4.1 after completion of construction.
10.8.1 The Action and Limit levels for Chinese White
Dolphin Monitoring are defined in Table 10.3(a) and 10.3(b). Should
non-compliance of the criteria occur, action in accordance with the Action Plan
in Table 10.2 shall be carried out.
10.8.2 An action plan has been
defined to indicate that should dolphin numbers be significantly different
(taking into account naturally occurring alterations to distribution patterns
such as due to seasonal change) to the baseline monitoring activity following the
impact and post-construction1 monitoring, the ET should
inform AFCD and investigate the possible causes of the change. Appropriate
actions and a further monitoring should be recommended and additional
mitigation measures should be implemented as necessary. Data should then be
re-assessed and the need for any further monitoring established. The action
plan should be undertaken within a period of 1 month after a significant
difference has been determined.
10.8.3 For the purpose of the
EM&A works, the ¡§significance¡¨ level which will trigger the action plan
shall be proposed by the ET as part of the post-construction monitoring
programme1 design to be agreed with AFCD and EPD prior to the
monitoring being undertaken.
Table 10.3(a) Action and
Limit Levels for Chinese White Dolphin Monitoring - Approach to Define Action
Level (AL) and Limit Level (LL):
|
North Lantau Social
Cluster |
|
|
NEL |
NWL |
Action Level |
(STG < 70% of
baseline) & (ANI < 70% of baseline) |
(STG < 70% of
baseline) & (ANI < 70% of baseline) |
Limit Level |
[(STG < 40% of
baseline) & (ANI < 40% of baseline)] AND [ (STG < 40% of baseline)
& (ANI < 40% of baseline)] |
For
North Lantau Social Cluster, action level will be trigger if either NEL or NWL
fall below the criteria; limit level will be triggered if both NEL and NWL fall
below the criteria.
Table 10.3(b) Derived Value
of Action Level (AL) and Limit Level (LL) for Chinese White Dolphin Monitoring
|
North Lantau Social
Cluster |
|
|
NEL |
NWL |
Action Level |
(STG < 4.2) & (ANI
< 15.5 ) |
(STG < 6.9) & (ANI
< 31.3) |
Limit Level |
[(STG < 2.4) &
(ANI < 3.9)& (ANI < 17.9)] |
[1] This Contract involves impact monitoring of dolphins during construction phase only. The responsibility of post construction dolphin monitoring will be assigned to relevant contract by the Authority in the later stage of the Hong Kong-Zhuhai-Macao Bridge project
11.1.1 The EIA report
identified and assessed the potential impacts
11.1.2 The water quality
monitoring and audit requirements are included in Section 9 Water Quality.
11.1.3 As mentioned in the EIA
report, no further monitoring and audit for fisheries are required.
12.1.1 The
marine archaeology investigation has concluded that there is no underwater
cultural heritage within the study area. No adverse impact on marine
archaeological is anticipated. Hence, further investigation or mitigation
measure is not required.
12.1.2 The
HKBCF is located in the waters to be north-east of the Airport. It would not
have any impacts on known built heritage and archaeological site. Mitigation
measure is not required for built heritage and terrestrial archaeology.
13.1.1 The HKBCF is a newly reclaimed site, it is anticipated
that blasting work will not be required during construction of the HKBCF.
Therefore no explosives QRA is required and hence no mitigation measure is
required.
14.1.1 The
EIA has recommended landscape and visual mitigation measures (refer to Section
14 of EIA Report) to be undertaken during both the construction and operation
phases of the project. This section outlines the monitoring and audit of these
measures.
14.2.1 The
design, implementation and maintenance of landscape mitigation measures should
be checked to ensure that any potential conflicts between the proposed
landscape measures and any other works of the project would be resolved as
early as practical without affecting the implementation of the mitigation
measures.
Table
14.1 Monitoring Programme
Stage |
Monitoring Task |
Monitoring Report |
Form of Approval |
Frequency |
Detailed
Design |
Checking
of design works against the recommendations of the landscape and visual
impact assessments within the EIA should be undertaken during detailed design
phase, to ensure that they fulfill the intention of the mitigation measures.
Any changes to the design, including design changes on site should also be
checked. |
Not
Required |
Not
Required |
At
the end of the Detailed Design Phase |
Construction |
Checking
of the contractor¡¦s operations during the construction period. |
Report
on Contractor's compliance by ET |
Counter-
signature of report by IEC |
Bi-weekly |
Establishment
Works |
Checking
of the planting works during the 12-month Establishment Period after
completion of the construction works. |
Report
on Contractor's compliance by ET |
Counter-
signature of report by IEC |
Every
2 months |
Long
Term Management (10 year) |
Monitoring
of the long-term management of the planting works in the period up to 10
years after completion of the construction works. |
Report
on compliance by ET or Maintenance Agency as appropriate |
Counter-
signature of report by Management Agency |
Annually |
Notes: • Environmental Team (ET) ¡V employed
by the Contractor
Detailed Design Phase
14.2.2 The
mitigation measures, which are proposed in the EIA to mitigate the landscape
and visual impacts, should be embodied into the detailed engineering design,
landscape design drawings and contract documents. The Detailed Design should be
checked to ensure that the measures are fully incorporated. Potential conflicts
with civil engineering, geotechnical, structural, lighting, signage, drainage
and underground utilities should resolved as early as practical.
14.2.3 The
following mitigation measures are proposed to avoid and reduce the identified
impacts.
l Minimize the footprint of
project and that the quantity of landscape character units and landscape
resources affected;
l Minimize temporary works
areas for construction works;
l Undertaking good site
practices by applying hydroseeding on temporary stockpiles and reclamation
areas;
l Conservation of topsoil for
reuse;
l Waste limitation by
recycling of felled trees into woodchip mulch for use in landscaped areas.
14.2.4 The
following design measures will be developed during detailed design stage to
remedy and compensate unavoidable impacts:
l Roadside planting and
planting along the edge of the reclamation is proposed;
l Transplanting of mature
trees in good health and amenity value where appropriate and reinstatement of
areas disturbed during construction by compensatory hydro-seeding and planting;
l Protection measures for the
trees to be retained during construction activities;
l Optimizing the sizes and
spacing of the bridge columns;
l Fine-tuning the location of
the bridge columns to avoid visually-sensitive locations;
l Not applicable as the
aesthetic design of the bridge is related to the HKLR Contract.
l Not applicable as the
decorative urban design is related to the HKLR Contract.
l Maximizing new tree, shrub
and other vegetation planting to compensate tree felled and vegetation removed;
l Providing planting area
around peripheral of HKBCF for tree planting screening effect;
l Providing salt-tolerant
native trees along the planter strip at affected seawall and newly reclaimed
coastline.
l Providing aesthetic
architectural design on the related buildings (e.g. similar materials for PCB
building facade to Airport buildings, roof planting and subtle materials for
other facilities buildings and so on), and the related infrastructure(e.g.
parapet planting and transparent cover for elevated footbridges) to provide
harmonious atmosphere of the HKBCF; and
l Fine-tuning the sizes of
the structural members to minimize the bulkiness of buildings and adjustment of
building arrangement to minimise disturbance to surrounding vegetation in the
HKBCF.
l Not applicable as the
aesthetic design on the viaduct, tunnel portals, at grade roads and reclamation
are related to the HKLR Contract.
14.2.5 The
following mitigation measures should be monitored during construction and
operation phases:
Table
14.2 Mitigation Measures to be Monitored during Construction and Operation
Phases
Stage |
Description of Mitigation Measures |
During Construction Phase |
Mitigate both Landscape and Visual Impacts G1. Grass-hydroseed bare soil surface and stock pile
areas. G2. Add planting strip and automatic irrigation
system if appropriate at some portions of bridge or
footbridge to screen bridge
and traffic. G3. Not applicable as
this is for HKLR. G4. For HKBCF, providing
aesthetic architectural design on the related buildings (e.g. similar materials
for PCB building facade to Airport buildings, roof planting and subtle
materials for other facilities buildings and so on), and the related
infrastructure (e.g. parapet planting and transparent cover for elevated
footbridges) to provide harmonious atmosphere of the HKBCF (See Figure
14.3.1of the EIA Report for example) G5. Vegetation reinstatement and upgrading
to disturbed areas. G6. Maximize new tree, shrub
and other vegetation planting to compensate tree
felled and vegetation removed. G7. Provide planting area around
peripheral of and within HKBCF for tree screening buffer effect. G8. Plant salt tolerant native tree and
shrubs etc along the planter strip at affected seawall. G9. Reserve of loose natural
granite rocks for re-use. Provide new coastline to adopt ¡§natural-look¡¨
by means of using armour rocks in the form of natural rock materials and planting strip area accommodating screen buffer to
enhance ¡§natural-look¡¨ of the new coastline (see Figure 14.4.2 of the EIA
Report for example). |
Mitigate Visual Impacts V1. Minimize time for construction
activities during construction period. V2. Provide screen hoarding at the portion
of the project site / works areas / storage areas near VSRs who have close
low-level views to the Project during HKBCF construction. |
|
During Operation Phase |
Mitigate both
Landscape and Visual Impacts G10.Provide proper
planting maintenance on the new planting areas to enhance the aesthetic
degree. V3. Lighting design to minimize glare at
night. Decorative road lighting to be considered during detailed design stage |
Note:
• Figure 14.3.1 ¡V Landscape Master Plan
showing the general arrangement of HKBCF with mitigation. This Plan is
preliminary only and subject to further development in detailed design stage.
(see Figure 14.3.1of the EIA Report)
• Figure 14.4.2 ¡V Details of mitigation
measure ¡V G6 for the new coastline. (see Figure 14.4.2 of the EIA Report).
14.2.6 An
implementation programme will be prepared as required by TM-EIAO. Reference
will be made to the ETWB TC(W) No. 2/2004 on Maintenance of Vegetation and Hard
Landscape Features which defines the management and maintenance
responsibilities for natural vegetation and landscape works, including both
softworks and hardworks, and the authorities for tree preservation and felling.
The format of the preliminary arrangement of implementation programme is listed
in Table 14.3.
Table
14.3 Proposed Format for Preliminary Funding, Implementation, Management and
Maintenance Proposal
Mitigation Items |
Funding & Implementation Unit (See Remark) |
Maintenance Unit (See Remark) |
During Construction |
||
V1 and V2 |
Project Proponent (i.e. HyD) |
The Contractor |
G3 |
Project Proponent /Initiating Department (e.g.
the relevant User
Department of the
building) |
Project Proponent /Initiating Department (e.g.
the relevant User Department of the building) |
G1,
G2, G3, G6, G7, G8 and G9 |
Project Proponent (i.e. HyD) |
HyD / LCSD |
During Operation |
||
V3 |
Project Proponent (i.e. HyD) |
HyD |
G10 |
Project Proponent (i.e. HyD) |
HyD / LCSD |
Note:
The proposed mitigation measures and arrangements are
tentative. The responsible parties are also tentative and subject to further
agreements amongst the Government Departments.
Construction
Phase & Establishment Period
14.2.7 The implementation of landscape construction
works and subsequent maintenance operations during the 12-month Establishment
Period must be supervised by qualified Landscape Resident Site Staff
(Registered Landscape Architect or Professional Member of the Hong Kong
Institute of Landscape Architects).
14.2.8 Measures to mitigate landscape and visual
impacts during construction should be checked to ensure compliance with the
intended aims of the measures.
14.2.9 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.
Long
Term Management (10 Years)
14.2.10 The planting works shall be monitored during the first
10 years of the operation phase of the project. Any areas of vegetation which
is failed to establish, should be corrected by the relevant maintenance parties
at the earliest opportunity. The maintenance requirement of the planting works
stated under the 10-Year Management Programme is included in the monitoring
requirement.
14.3.1 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.
14.4 Action Plan for Landscape
and Visual Works
Table 14.4 Action Plan for Landscape and Visual Works
EVENT |
ACTION |
|||
ET |
IEC |
ER |
CONTRACTOR |
|
Conflicts
occur |
Check and certify
Contractor¡¦s proposed remedial design conforms to the requirements of EP and
prepare checking report(s). |
Check and verify ET Leader
certified Contractor¡¦s proposed remedial design. |
Supervise the Contractor to
carry out the proposed remediation work. |
Propose remedial design and
carry out the proposed work. |
15.1.1 Site
inspection provides an effective and direct means to initiate and enforce
specified environmental protection and pollution control measures at the works
area. These shall be undertaken routinely to inspect construction activities in
order to ensure that appropriate environmental protection and pollution control
mitigation measures are properly implemented.
15.1.2 The
ET Leader shall be responsible for formulating the environmental site inspections,
the deficiency and action reporting system, and for carrying out the site
inspection works. Within 21 days of
the construction contract commencement, he shall submit a proposal for site
inspection and deficiency and 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, pollution
control and mitigation measures within the site. It should also review the
environmental situations outside the works area which is likely to be affected,
directly or indirectly, by the site activities. The following information
should be made reference in conducting the inspection:
(i) EIA
recommendations on environmental protection and pollution control mitigation
measures;
(ii) works
progress and programme;
(iii) individual works methodology proposals (which shall include proposal on associated pollution control
measures);
(iv) contract
specifications on environmental protection;
(v) relevant
environmental protection and pollution control laws; and
(vi) previous
site inspection results.
15.1.4 The
Contractor shall keep the ET Leader updated with all relevant information on
the construction contract necessary for him 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 1 working day. The Contractor shall follow the
procedures and time-frame as stipulated in the environmental site inspection,
and the deficiency and action reporting system formulated by the ET Leader, to
report on any remedial measures subsequent to the site inspections.
15.1.5 Ad-hoc
site inspections shall also be carried out 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 Action Plan for environmental monitoring and audit.
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 comply 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 ensure sufficient environmental protection and
pollution control measures have been included. The implementation schedule of
mitigation measures is summarized in Appendix
C.
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
checking can be carried out. 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 and environmental records shall be made available for the
inspection by the relevant parties.
15.2.5 After
reviewing the document, the ET Leader shall advise the IEC and 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 shall also advise the Contractor and the ER accordingly.
15.2.6 Upon
receipt of the advice, the Contractor shall undertake immediate actions to
correct 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:
(i) Log
complaint and date of receipt onto the complaint database and inform the IEC
immediately;
(ii) Investigate the
complaint to determine its
validity, and assess whether the source of the problem is due to
works activities;
(iii) Identify
mitigation measures in consultation with the IEC if a complaint is valid and
due to works;
(iv) Advise
the Contractor if mitigation measures are required;
(v) Review
the Contractor's response to
identify mitigation measures, and
the updated situation;
(vi) If
the complaint is transferred from the EPD, submit interim report to the EPD on
status of the complaint investigation and follow-up action within the time
frame assigned by the EPD;
(vii) Undertake
additional monitoring and audit to verify the situation if necessary, and
review that circumstances leading to the complaint do not recur;
(viii) Report investigation results and
subsequent actions to
complainant (if the source of complaint is EPD, the
results should be reported within the timeframe assigned by the EPD);
(ix) Record
the complaint, investigation, the subsequent actions and the results in the monthly
EM&A Reports; and.
(x) For
each incident of environmental complaint received, prepare and certify the
complaint investigation report. The certified complaint investigation report
shall be submitted to the IEC and ER for verification.
16.1.1 Reports
can be provided in an electronic medium upon agreeing the format with the ER
and EPD. This would enable a transition from a paper/historic and reactive
approach to an electronic / real time proactive approach. All the monitoring
data (baseline and impact) shall also be submitted on diskettes or other
approved media. The formats for air quality and noise to be submitted shall be
separately agreed.
16.1.2 Once
the monitoring data are available (e.g. noise, dust, water quality etc) and
vetted by the IEC, the ET is responsible to upload the relevant data to the
dedicated website established and maintained by ENPO. The ET Leader shall
follow ENPO¡¦s requirements on the data
submission format and procedure.
16.1.3 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.
16.2.1 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. The report format and baseline monitoring data format shall be
agreed with the EPD prior to submission.
16.2.2 Baseline
monitoring report shall include at least the following:
(i)
Executive summary (about half a page);
(ii)
Brief project background information;
(iii)
Drawings showing locations of the baseline monitoring stations;
(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; and
l
Quality
assurance (QA) / quality control (QC) results and detection limits;
(v)
Details of influencing factors, including:
l
Major
activities, if any, being carried out on the site during the period;
l
Weather
conditions during the period; and
l
Other
factors which might affect results;
(vi) Determination of the Action and Limit
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;
(vii)
Revisions for inclusion in the EM&A Manual; and
(viii) Comments,
recommendations and conclusions.
16.3.1 The
results and findings of all EM&A work required in the 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 of 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.
16.3.2 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.
First
Monthly EM&A Report
16.3.3 The
first monthly EM&A report shall include at least the following:
(i) Executive
summary (1-2 pages):
l
Breaches
of Action and Limit levels;
l
Complaint
log;
l
Notifications
of any summons and successful prosecutions;
l
Reporting
changes; and
l
Future
key issues.
(ii)
Basic project information:
l
Project
organization including key personnel contact names and telephone numbers;
l
Programme;
l
Management
structure, and
l
Works
undertaken during the month.
(iii)
Environmental status:
l
Works
undertaken during the month with illustrations (such as location of works,
daily excavation rate, etc); and
l
Drawings
showing the assignment area, any environmental sensitive receivers and the
locations of the monitoring and control stations (with co- ordinates of the
monitoring locations).
(iv)
A brief summary of EM&A requirements including:
l
All
monitoring parameters;
l
Environmental
quality performance limits (Action and Limit levels);
l
Event-Action
Plans;
l
Environmental
mitigation measures, as recommended in the approved EIA Report; and
l
Environmental
requirements in contract documents.
(v)
Implementation status:
l
Advice
on the implementation status of environmental protection and pollution control
/ mitigation measures, as recommended in the project EIA.
(vi) 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
Any
other factors which might affect the monitoring results; and
l
QA/QC
results and detection limits.
(vii) 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 legislation, 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.
(viii) Others
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;
l
Submission
of implementation status proforma, proactive environmental proforma, data
regulatory compliance proforma, site inspection proforma, data recovery
schedule, and complaint log summarizing the EM&A of the period; and
l
Comments
(for example, effectiveness and efficiency of the mitigation measures),
recommendations (for example, any improvement in the EM&A programme) and
conclusions.
Subsequent EM&A Reports
16.3.4 Subsequent
monthly EM&A reports shall include the following:
(i) Executive
summary (1 - 2 pages):
l
Breaches
of Action and Limit levels;
l
Complaint
log;
l
Notifications
of any summons and successful prosecutions;
l
Reporting
changes; and
l
Future
key issues.
(ii) Basic project
information:
l
Project
organization including key personnel contact names and telephone numbers;
l
Programme;
l
Management
structure, and
l
Works
undertaken during the month.
(iii) 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 (such as location of works,
daily excavation rate, etc.); and
l
Drawing
showing the assignment area, any environmental sensitive receivers and the
locations of the monitoring and control stations.
(iv) Implementation status:
l
Advice
on the implementation status of environmental protection and pollution control
/ mitigation measures, as recommended in the approved EIA Report.
(v) 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 monitored parameters in the month annotated against;
l
Major
activities being carried out on site during period;
l
Any
other factors which might affect the monitoring results; and
l
QA/QC
results and detection limits.
(vi) 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 legislation, 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.
(vii) Others
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; and
l
Comments
(for example, effectiveness and efficiency of the mitigation measures),
recommendations (for example, any improvement in the EM&A programme) and
conclusions
(viii) Appendices
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:
a) Major activities being carried out on
site during the period;
b) Weather conditions during the period;
and
c) 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; and
l
Outstanding
issues and deficiencies.
16.4.1 A
quarterly EM&A summary report of around 5 pages shall be produced and shall
contain at least the following information:
(i) Executive
summary (about half a page);
(ii) Basic project
information including a synopsis of the assignment organization, programme,
contacts of key management, and a synopsis of works undertaken during the
quarter;
(iii) A brief summary of
EM&A requirements including:
l
Monitoring
parameters;
l
Environmental
quality performance limits (Action and Limit levels); and
l
Environmental
mitigation measures, as recommended in the approved EIA Report.
(iv) Advice on the implementation
status of environmental protection and pollution control / mitigation measures,
as recommended in the approved EIA Report, summarized in the updated
implementation schedule;
(v) Drawings showing the
assignment area, any environmental sensitive receivers and the locations of the
monitoring and control stations;
(vi) Graphical plots of
any trends in
monitored parameters over the
past four months (the last
month of the previous quarter and the present quarter) for representative
monitoring stations annotated against:
l
Major
activities being carried out on site during the period;
l
Weather
conditions during the period; and
l
Any
other factors which might affect the monitoring results.
(vii) Advice on the solid and liquid
waste management status;
(viii) A summary of non-compliance
(exceedances) of the environmental quality performance limits (Action and Limit
levels);
(ix) A brief review of the
reasons for and the implications of non-compliance, including a review of
pollution sources and working procedures;
(x) A summary description
of actions taken in the event of non-compliance and any follow-up procedures
related to earlier non-compliance;
(xi) A summarized record of all
complaints received (written or verbal) for each media, liaison and
consultation undertaken, actions and follow-up procedures taken;
(xii) 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;
(xiii) Comments (for example, 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
(xiv) Contacts of Project Proponent and any
hotline telephone number for the public to make enquiries.
16.5.1 The
final EM&A report should contain at least the following information:
(i) Executive
summary (1 - 2 pages);
(ii) Drawings showing
the assignment area, any environmental sensitive receivers and the locations of
the monitoring and control stations;
(iii) Basic project
information including a synopsis of the assignment organisation, contacts of
key management, and a synopsis of work undertaken during the course of the
assignment or past twelve months;
(iv) A brief summary of EM&A
requirements including:
l
Environmental
mitigation measures, as recommended in the approved EIA Report;
l
Environmental
impact hypotheses tested;
l
Environmental
quality performance limits (Action and Limit levels);
l
All
monitoring parameters; and
l
Event-Action
Plans.
(v) A summary of the
implementation status of environmental protection and pollution control / mitigation
measures, as recommended in the approved EIA Report, summarised in the updated
implementation schedule;
(vi) Graphical plots and
statistical analysis of the trends of monitored parameters over the course of
the assignment, including the post-assignment monitoring for all monitoring
stations annotated against:
l
Major
activities being carried out on site during the period;
l
Weather
conditions during the period; and
l
Any
other factors which might affect the monitoring results.
l
The
return of ambient environmental conditions in comparison with baseline data.
(vii) A
summary of non-compliance (exceedances) of the environmental quality
performance limits (Action and Limit levels);
(viii) A
review of the reasons for and the implications of non-compliance including
review of pollution sources and working procedures as appropriate;
(ix) A description of the actions taken in
the event of non-compliance;
(x) Advice on the solid and
liquid waste management status;
(xi) Provide
clear-cut decisions on the environmental acceptability of the assignment with
reference to the specific impact hypothesis;
(xii) A summary 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 legislation, locations and nature of the
breaches, investigation follow-up actions taken and results;
(xiv) A
review of the validity of EIA predictions and identification of shortcomings in
EIA recommendations;
(xv) Comments
(for example, a review of the effectiveness and efficiency of the mitigation
measures and of the performance of the environmental management system, that
is, of the overall EM&A programme); and
(xvi)
Recommendations
and conclusions (for example, a review of success of the overall EM&A
programme to cost-effectively identify deterioration and to initiate prompt
effective mitigatory action when necessary).
16.6.1 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 magnetic media form, 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.
16.7.1 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 F.
Figure 1
Figure 2
Figure 3
Figure 4
Appendix A
Site Area of the Contract
A0: Master
Location Plan
A1: General
Layout of Works Area WA3
A2: Drainage
layout of Works Area WA3
A3: Layout of
HY/2013/02 Main Site
A4: Layout of HY/2013/02
Works Area 2(WA2)-Site Office
Appendix B
Construction Programme
Appendix C
Environmental Mitigations Implementation Schedule (EMIS)
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Air Quality |
|||||||
S5.5.6.1 of
HKBCFEIA |
A1 |
The contractor
shall follow the procedures and requirements given in the Air Pollution Control (Construction Dust) Regulation |
Good construction
site practices to control the dust impact at the nearby sensitive receivers to within
the relevant criteria. |
Contractor |
All construction sites |
Construction stage |
To control the dust impact to within the
HKAQO and TM- EIA criteria (Ref. 1- hr and 24hr TSP levels
are 500£ggm-3 and 260£ggm-3, respectively) |
S5.5.6.2 of
HKBCFEIA and S4.8.1 of TKCLKLEIA |
A2 |
Proper watering of exposed spoil should
be undertaken throughout the construction phase: ¡P
Any
excavated or stockpile of dusty material should be covered entirely by
impervious sheeting or sprayed with water to maintain the entire surface wet
and then removed or backfilled or reinstated where practicable within 24
hours of the excavation or unloading; ¡P
Any
dusty materials remaining after a stockpile is removed should be wetted with
water and cleared from the surface of roads; ¡P
A
stockpile of dusty material should not be extended beyond the pedestrian
barriers, fencing or traffic cones. ¡P
Where
practicable, vehicle washing facilities with high pressure water jet should
be provided at every discernible or designated vehicle exit point. The area
where vehicle washing takes place and the road section between the washing
facilities and the exit point should be paved with concrete, bituminous
materials or hardcores; ¡P
When
there are open excavation and reinstatement works, hoarding of not less than
2.4m high should be provided as far as practicable along the site boundary
with provision for public crossing. Good site practice shall also be adopted
by the Contractor to ensure the conditions of the hoardings are properly
maintained throughout the construction period; |
Good construction
site practices to control the dust impact at the nearby sensitive receivers to within
the relevant criteria. |
Contractor |
All construction sites |
Construction stage |
To control the dust impact to within the
HKAQO and TM- EIA criteria (Ref. 1- hr and 24hr TSP levels
are 500£ggm-3 and 260£ggm-3, respectively) |
|
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Air Quality |
|||||||
S5.5.6.2 of
HKBCFEIA and S4.8.1 of TKCLKLEIA |
A2 |
¡P
The
portion of any road leading only to construction site that is within 30m of a
vehicle entrance or exit should be kept clear of dusty materials; ¡P
Surfaces
where any pneumatic or power-driven drilling, cutting, polishing or other
mechanical breaking operation takes place should be sprayed with water or a
dust suppression chemical continuously; ¡P
Any
area that involves demolition activities should be sprayed with water or a
dust suppression chemical immediately prior to, during and immediately after
the activities so as to maintain the entire surface wet; ¡P
Where
a scaffolding is erected around the perimeter of a building under
construction, effective dust screens, sheeting or netting should be provided
to enclose the scaffolding from the ground floor level of the building, or a
canopy should be provided from the first floor level up to the highest level
of the scaffolding; ¡P
Any
skip hoist for material transport should be totally enclosed by impervious
sheeting; ¡P
Every
stock of more than 20 bags of cement or dry pulverised fuel ash (PFA) should
be covered entirely by impervious sheeting or placed in an area sheltered on
the top and the 3 sides; ¡P
Cement
or dry PFA delivered in bulk should be stored in a closed silo fitted with an
audible high level alarm which is interlocked with the material filling line
and no overfilling is allowed; ¡P
All
unpaved roads/exposed area shall be watered which results in dust suppression
by forming moist cohesive films among the discrete grains of road surface
material. ¡P
No
burning of debris or other materials on the works areas is allowed; ¡P
Water
spray shall be used during the handling of fill material at the site and at
active cuts, excavation and fill sites where dust is likely to be created; ¡P
Open
dropping heights for excavated materials shall be controlled to a maximum
height of 2m to minimise the fugitive dust arising from unloading; |
Good construction
site practices to control the dust impact at the nearby sensitive receivers to within
the relevant criteria. |
Contractor |
All construction sites |
Construction stage |
To control the dust impact to within the
HKAQO and TM- EIA criteria (Ref. 1- hr and 24hr TSP levels
are 500£ggm-3 and 260£ggm-3, respectively) |
|
|||||||
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Air Quality |
|||||||
S5.5.6.2 of
HKBCFEIA and S4.8.1 of TKCLKLEIA |
A2 |
¡P
During
transportation by truck, materials shall not be loaded to a level higher than
the side and tail boards, and shall be dampened or covered before transport.
Materials having the potential to create dust shall not be loaded to a level
higher than the side and tail boards, and shall be covered by a clean
tarpaulin. The tarpaulin shall be properly secured and shall extend at least
300mm over the edges of the side and tail boards; ¡P
Loading,
unloading, transfer, handling or storage of bulk cement or dry PFA should be
carried out in a totally enclosed system or facility, and any vent or exhaust
should be fitted with an effective fabric filter or equivalent air pollution
control system; and ¡P
Exposed
earth should be properly treated by compaction, turfing, hydroseeding,
vegetation planting or sealing with latex, vinyl, bitumen, shotcrete or other
suitable surface stabiliser within six months after the last construction
activity on the construction site or part of the construction site where the
exposed earth lies. |
Good construction
site practices to control the dust impact at the nearby sensitive receivers to within
the relevant criteria. |
Contractor |
All construction sites |
Construction stage |
To control the dust impact to within the
HKAQO and TM- EIA criteria (Ref. 1- hr and 24hr TSP levels
are 500£ggm-3 and 260£ggm-3, respectively) |
S5.5.6.3 of
HKBCFEIA and S4.8.1 of TKCLKLEIA |
A3 |
The Contractor should undertake proper watering
on all exposed spoil and associated work areas (with at least 8 times per day) throughout the construction
phase. |
Control construction dust |
Contractor |
All construction sites |
Construction stage |
To control the dust impact |
S5.5.6.4 of
HKBCFEIA |
A4 |
Engineer to
incorporate the controlled measures
into the Particular Specification (PS) for the civil
work. The PS should
also draw the contractor¡¦s attention to the relevant latest Practice
Notes issued by EPD. |
Control construction dust |
Engineer |
All construction sites |
Design
Stage |
Air Pollution
Control (Construction Dust) Regulation |
S5.5.6.4 of
HKBCFEIA and S4.11 of TKCLKLEIA |
A5 |
Implement regular dust monitoring under EM&A programme during the construction stage. |
Monitor the 24 hr and 1hr TSP levels at the representative dust monitoring stations to ensure compliance with relevant
criteria throughout the
construction period. |
Contractor |
Selected representative dust monitoring station |
Construction stage |
¡P Air Pollution Control (Construction Dust) Regulation ¡P To control the dust impact to within the
HKAQO and TM-EIA criteria (Ref. 1-hr and 24hr TSP
levels are 500£ggm-3 and 260£ggm-3, respectively) |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Air Quality |
|||||||
S5.5.7.1 of
HKBCFEIA |
A6 |
The following mitigation measures should be adopted to prevent fugitive dust
emissions for concrete batching plant: ¡P
Loading,
unloading, handling, transfer or storage of any dusty materials should be
carried out in totally enclosed system; ¡P
All
dust-laden air or waste gas generated by the process operations should be
properly extracted and vented to fabric filtering system to meet the emission
limits for TSP; ¡P
Vents
for all silos and cement/pulverised fuel ash (PFA) weighing scale should be
fitted with fabric filtering system; ¡P
The
materials which may generate airborne dusty emissions should be wetted by
water spray system; ¡P
All
receiving hoppers should be enclosed on three sides up to 3m above unloading
point; ¡P
All
conveyor transfer points should be totally enclosed; ¡P
All
access and route roads within the premises should be paved and wetted; and ¡P
Vehicle
cleaning facilities should be provided and used by all concrete trucks before
leaving the premises to wash off any dust on the wheels and/or body. |
Monitor the 24 hr and 1hr TSP levels at the representative dust monitoring stations to ensure compliance with relevant
criteria throughout the
construction period. |
Contractor |
Selected representative dust monitoring station |
Construction stage |
¡P Air Pollution Control (Construction Dust) Regulation ¡P To control the dust impact to within the
HKAQO and TM-EIA criteria (Ref. 1-hr and 24hr TSP
levels are 500£ggm-3 and 260£ggm-3, respectively) |
S5.5.2.7 of
HKBCFEIA |
A7 |
The following mitigation measures should be adopted to prevent fugitive dust
emissions at barging point: ¡P
All
road surface within the barging facilities will be paved; ¡P
Dust
enclosures will be provided for the loading ramp; ¡P
Vehicles
will be required to pass through designated wheels wash facilities; and ¡P
Continuous
water spray at the loading points. |
Control construction dust |
Contractor |
All construction sites |
Construction stage |
Air Pollution
Control (Construction Dust) Regulation |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Construction Noise (Air borne) |
|||||||
S6.4.10 of
HKBCFEIA |
N1 |
Use of good site practices to limit noise
emissions by considering
the following: ¡P
only
well-maintained plant should be operated on-site and plant should be serviced
regularly during the construction programme; ¡P
machines
and plant (such as trucks, cranes) that may be in intermittent use should be
shut down between work periods or should be throttled down to a minimum; ¡P
plant
known to emit noise strongly in one direction, where possible, be orientated
so that the noise is directed away from nearby NSRs; ¡P
silencers
or mufflers on construction equipment should be properly fitted and
maintained during the construction works; ¡P
mobile
plant should be sited as far away from NSRs as possible and practicable; ¡P
material
stockpiles, mobile container site officer and other structures should be
effectively utilised, where practicable, to screen noise from on-site
construction activities. |
Control construction
airborne noise by means
of good site practices |
Contractor |
All construction sites |
Construction stage |
Noise Control Ordinance |
S6.4.11 of
HKBCFEIA |
N2 |
Install
temporary hoarding located on the site boundaries between
noisy construction activities and NSRs. The conditions of the hoardings shall
be properly maintained throughout the construction period. |
Reduce
the construction noise levels
at low-level zone of NSRs through partial screening. |
Contractor |
All construction sites |
Construction stage |
• Noise
Control Ordinance • Annex 5, TM-EIA |
S6.4.12 of
HKBCFEIA |
N3 |
Install
movable noise barriers (typically density @14kg/m2), acoustic
mat or full enclosure close to noisy plants including air compressor,
generators, saw. |
Screen the noisy plant items to be used at all construction sites |
Contractor |
For plant items listed in Appendix 6D of
the EIA report at all construction sites |
Construction stage |
• Noise Control Ordinance • Annex 5, TM-EIA • 75dB(A) for residential premises • The movable barrier should achieve at
least 5dB(A) and the full enclosure should be designed to achieve 10dB(A) |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Construction Noise (Air borne) |
|||||||
S6.4.13 of
HKBCFEIA |
N4 |
Select
¡§Quiet plants¡¨ which comply with the BS 5228 Part 1 or TM
standards. |
Reduce the noise levels of plant items |
Contractor |
For plant items listed in Appendix 6D of
the EIA report at all construction sites |
Construction stage |
• Noise
Control Ordinance • Annex 5, TM-EIA |
S6.4.14 of
HKBCFEIA |
N5 |
Sequencing
operation of construction plants where
practicable. |
Operate sequentially within the same work site to reduce the construction airborne noise |
Contractor |
All construction sites where practicable |
Construction stage |
• Noise
Control Ordinance • Annex 5, TM-EIA |
S5.1 of
TMCLKLEIA |
N6 |
Implement
a noise monitoring under EM&A programme. |
Monitor the
construction noise levels at the selected representative locations |
Contractor |
Selected representative noise monitoring station |
Construction stage |
• Noise
Control Ordinance • Annex 5, TM-EIA • 75dB(A) for residential premises |
Sediment |
|||||||
|
S1 |
All
dredged marine mud, which required Type 2 Confined Marine Disposal under
Environment, Transport and Works Bureau Technical Circular (Works) No.
34/2002 Management of Dredged/Excavated Sediment, from the Project shall be
disposed of inside the sheet pile cellular structures within the Project
boundary. |
Re-deposition
of Contaminated Sediment |
Contractor |
Dredged Contaminated Sediment |
Construction stage |
• Waste Disposal Ordinance • ETWB TC34/2002 |
|
S2 |
Before
re-deposition the contaminated sediment, a layer of geotextile shall be
placed at the bottom of the sheet pile cellular structures to avoid direct
contact of the contaminated sediment and the bottom sediment. |
|||||
|
S3 |
A
miniumum of 2m thick sand fill or public fill shall be placed on top of the
contaminated sediment to protect and cover the sediment after re-deposition. |
|||||
|
S4 |
The
contaminated sediment shall not be disturbed after re-deposition. No piling
works or deep foundation which may disturb the contaminated sediment is
allowed within the cellular structures. |
|||||
Waste Management (Construction Waste) |
|||||||
S12.6 of
TMCLKLEIA |
WM1 |
The Contractor
shall identify a coordinator for the management of waste. |
Proper
implementation of WMP |
Contractor |
All construction sites |
Construction stage |
|
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Waste Management (Construction Waste) |
|||||||
S12.6 of
TMCLKLEIA |
WM2 |
The Contractor
shall apply for and obtain the appropriate licenses for the disposal of
public fill, chemical waste and effluent discharges. |
Proper control
of wastes disposal in accordance to relevant ordinances |
Contractor |
All construction sites |
Construction stage |
• Land (Miscellaneous Provisions) Ordinance
(Cap28); • Waste Disposal Ordinance (Cap 354); • Dumping at Sea Ordinance (Cap 466); • Water Pollution Control Ordinance. |
S12.6 of TMCLKLEIA |
WM3 |
EM&A of waste handling, storage,
transportation, disposal procedures and documentation through the site audit
programme shall be undertaken. |
Ensure proper implementation mitigation measures stated in WMP |
Contractor |
All construction sites |
Construction stage |
|
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Waste Management (Construction Waste) |
|||||||
S8.3.8 of
HKBCFEIA and S12.6 of TMCLKLEIA |
WM4 |
Construction and Demolition Material The following mitigation measures should be
implemented in handling the waste: ¡P
Maintain
temporary stockpiles and reuse excavated fill material for backfilling and
reinstatement; ¡P
Carry
out on-site sorting; ¡P
Make
provisions in the Contract documents to allow and promote the use of recycled
aggregates where appropriate; ¡P
Adopt
¡¥Selective Demolition¡¦ technique to demolish the existing structures and
facilities with a view to recovering broken concrete effectively for
recycling purpose, where possible; ¡P
Implement
a trip-ticket system for each works contract to ensure that the disposal of
C&D materials are properly documented and verified; ¡P
Implement
an enhanced Waste Management Plan similar to ETWBTC (Works) No. 19/2005 ¡V
¡§Environmental Management on Construction Sites¡¨ to encourage on-site sorting
of C&D materials and to minimize their generation during the course of
construction; ¡P
In
addition, disposal of the C&D materials onto any sensitive locations such
as agricultural lands, etc. should be avoided. The Contractor shall propose
the final disposal sites to the Project Proponent and get its approval before
implementation; and ¡P
The
surplus surcharge should be transferred to a fill bank. |
Good site
practice to minimize the waste generation and recycle the C&D materials as far as practicable so as to reduce the amount for final disposal |
Contractor |
All construction sites |
Construction stage |
• Land (Miscellaneous Provisions) Ordinance • Waste Disposal Ordinance • ETWB TC19/2005 |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Waste Management (Construction Waste) |
|||||||
S8.3.9 - S8.3.11 of
HKBCFEIA and S12.6 of TMCLKLEIA |
WM5 |
C&D
Waste ¡P
Standard
formwork or pre-fabrication should be used as far as practicable in order to
minimise the arising of C&D materials. The use of more durable formwork
or plastic facing for the construction works should be considered. Use
of wooden hoardings should not be used, as in other projects. Metal
hoarding and falsework should be used to enhance the possibility of
recycling. The purchasing of construction materials will be carefully planned
in order to avoid over ordering and wastage. ¡P
The
Contractor should recycle as much of the C&D materials as possible
on-site. Public fill and C&D waste should be segregated and stored in
different containers or skips to enhance reuse or recycling of materials and
their proper disposal. Where
practicable, concrete and masonry can be crushed and used as fill. Steel
reinforcement bar can be used by scrap steel mills. Different areas of the
sites should be considered for such segregation and storage. |
Good site
practice to minimize the waste generation and recycle the C&D materials as far as practicable so as to reduce the amount for final disposal |
Contractor |
All construction sites |
Construction stage |
• Land (Miscellaneous Provisions) Ordinance • Waste Disposal Ordinance • ETWB TC19/2005 |
S8.2.12 -
S8.3.15 of HKBCFEIA and S12.6 of TMCLKLEIA |
WM6 |
Chemical Waste ¡P
Chemical
waste that is produced, as defined by Schedule 1 of the Waste Disposal
(Chemical Waste) (General) Regulation, should be handled in accordance with
the Code of Practice on the Packaging, Labelling and Storage of Chemical
Wastes. ¡P
Containers
used for the storage of chemical wastes should be suitable for the substance
they are holding, resistant to corrosion, maintained in a good condition, and
securely closed; have a capacity of less than 450 liters unless the
specification has been approved by the EPD; and display a label in English
and Chinese in accordance with instructions prescribed in Schedule 2 of the
regulation. ¡P
The
storage area for chemical wastes should be clearly labelled and used solely
for the storage of chemical waste; enclosed on at least 3 sides; have an
impermeable floor and bunding of sufficient capacity to accommodate 110% of
the volume of the largest container or 20 % of the total volume of waste
stored in that area, whichever is the greatest; have adequate ventilation;
covered to prevent rainfall entering; and arranged so that incompatible
materials are adequately separated. ¡P
Disposal
of chemical waste should be via a licensed waste collector; be to a facility
licensed to receive chemical waste, such as the Chemical Waste Treatment
Centre which also offers a chemical waste collection service and can supply
the necessary storage containers; or be to a reuser of the waste, under
approval from the EPD. |
Control the chemical
waste and ensure proper
storage, handling and disposal. |
Contractor |
All construction sites |
Construction stage |
• Waste Disposal (Chemical Waste) General)
Regulation • Code of Practice on the Packaging,
Labelling and Storage of Chemical Waste |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Waste Management (Construction Waste) |
|||||||
S8.3.16
of HKBCFEIA and S12.6 of TMCLKLEIA |
WM7 |
Sewage ¡P
Adequate
numbers of portable toilets should be provided for the workers. The portable
toilets should be maintained in a state, which will not deter the workers
from utilizing these portable toilets. Night soil should be collected by licensed
collectors regularly. |
Proper handling of sewage from worker to avoid odour, pest and litter impacts |
Contractor |
All construction sites |
Construction stage |
Waste Disposal Ordinance |
S8.3.17
of HKBCFEIA and S12.6 of TMCLKLEIA |
WM8 |
General Refuse ¡P
The
site and surroundings shall be kept tidy and litter free. General refuse
generated on-site should be stored in enclosed bins or compaction units
separately from construction and chemical wastes. ¡P
A reputable waste collector should be
employed by the Contractor to remove general refuse from the site, separately
from construction and chemical wastes, on a daily basis to minimize odour,
pest and litter impacts. Burning of refuse on construction sites is
prohibited by law. ¡P
Aluminium cans are often recovered from
the waste stream by individual collectors if they are segregated and made
easily accessible. Separate labelled bins for their deposit should be
provided if feasible. ¡P
Office
wastes can be reduced through the recycling of paper if volumes are large
enough to warrant collection. Participation in a local collection scheme
should be considered by the Contractor. In addition, waste separation
facilities for paper, aluminum cans, plastic bottles etc., should be
provided. ¡P
Training
should be provided to workers about the concepts of site cleanliness and
appropriate waste management procedure, including reduction, reuse and
recycling of wastes. ¡P
Sufficient
dustbins shall be provided for storage of waste as required under the Public
Cleansing and Prevention of Nuisances By-laws. In addition, general refuse
shall be cleared daily and shall be disposed of to the nearest licensed
landfill or refuse transfer station. ¡P
All
waste containers shall be in a secure area on hardstanding. |
Minimize
production of the general refuse and avoid odour, pest and litter impacts |
Contractor |
All construction sites |
Construction stage |
Waste Disposal
Ordinance |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Water Quality (Construction Phase) |
|||||||
|
W1 |
Mitigation during the marine works to reduce impacts to within
acceptable levels have been recommended and will comprise a series of
measures that restrict the method and sequencing of dredging/backfilling, as
well as protection measures. Details of the measures are provided below: ¡P
No
dredging works of marine sediment shall be carried out the Project except for
the construction of box culverts and seawalls at Portion D. ¡P
Reclamation
filling for the Project shall not proceed until at least 200m of leading
seawall at the reclamation area formed above +2.2mPD, unless otherwise
agreement was obtained from EPD, except for the 300m gaps for marine access.
All underwater filling works shall be carried out behind seawalls to avoid
dispersion of suspended solids outside the Project limit; ¡P
Except
for the filling of the cellular structures, not more than 15% public fill
shall be used for reclamation filling below +2.5mPD during construction of
the seawall; ¡P
After
the seawall is completed except for the 300m marine access as indicated in
the EPs, not more than 30% public fill shall be used for reclamation filling
below +2.5mPD, unless otherwise agreement from EPD was obtained; ¡P
No
more than 2 grab dredgers with a maximum daily dredging rate of 12,000m3
shall be employed for dredging operation at Portion D of the Project; ¡P
Upon
completion of 200m leading seawall, no more than a total of 60 filling barge
trips per day shall be made with a cumulative maximum daily filling rate of
60,000 m3 for HKBCF and TMCLKL southern landfall reclamation
during the filling operation; and ¡P
Upon
completion of the whole section of seawall except for the 300m marine access
as indicated in the EPs, no more than a total of 190 filling barge trips per
day shall be made with a cumulative maximum daily filling rate of 190,000 m3
for the remaining filling operations for HKBCF and TMCLKL southern landfall
reclamation. ¡P
Closed
grabs should be used for sediment dredging to reduce sediment loss when
lifting the grabs to the barges. Only grab dredgers shall be used for
dredging works of the Project; |
To control
construction water quality |
Contractor |
During
dredging and filling |
Construction stage |
TM-EIAO |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Water Quality (Construction Phase) |
|||||||
|
W1 |
¡P
All
mechanical grabs shall be designed and maintained to avoid spillage; ¡P
The
moving speed of construction vessels in the dredging area should be reduced
to prevent disturbance to the seabed generating sediment plumes; ¡P
Floating
type silt curtains shall be installed enclosing the entire reclamation site
at all time. Staggered layers of silt curtain shall be provided to prevent
sediment loss at navigation accesses. The length of each staggered layers
shall be at least 200m; ¡P
The
cage-type silt-curtain with steel enclosure is proposed to be installed to
enclose local pollution caused by the grab dredging. The grab dredging work
should be carried out within the cage-type silt-curtain; ¡P
Single
layer silt curtain to be applied around the North-east airport water intake; ¡P
The
silt-curtains should be maintained in good condition to ensure the sediment
plume generated from dredging and filling be confined effectively within the
site boundary; ¡P
The
dredging and filling works shall be scheduled to spread the works evenly over
a working day; ¡P
Cellular
structure shall be used for seawall construction; ¡P
A
layer of geotextile shall be placed on top of the seabed before any filling
activities take place inside the cellular structures to form the seawall; ¡P
The
conveyor belts shall be fitted with windboards and conveyor release points
shall be covered with curtain to prevent any spillage of filling materials
onto the surrounding waters; ¡P
An
additional layer of silt curtain shall be installed near the active stone
column installation points. A layer of geotextile with stone blanket on top
shall be placed on the seabed prior to stone column installation works. Stone
blanket -> with silt curtain. |
To control
construction water quality |
Contractor |
During
dredging and filling |
Construction stage |
TM-EIAO |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Water Quality (Construction Phase) |
|||||||
S9.11.1 - S9.11.1.2 of HKBCFEIA and S6.10 of
TMCLKLEIA |
W1 |
¡P
In
addition, dredging operations should be undertaken in such a manner as to
minimise resuspension of sediments. Standard good dredging practice measures
should, therefore, be implemented including the following requirements which
should be written into the dredging and filling contract. 1.
trailer
suction hopper dredgers shall not allow mud to overflow; 2.
use
of Lean Material Overboard (LMOB) systems shall be prohibited; 3.
mechanical
grabs shall be designed and maintained to avoid spillage and should seal
tightly while being lifted; 4.
barges
and hopper dredgers shall have tight fitting seals to their bottom openings
to prevent leakage of material; 5.
any
pipe leakages shall be repaired quickly. Plant should not be operated with
leaking pipes; 6.
loading
of barges and hoppers shall be controlled to prevent splashing of dredged
material to the surrounding water. Barges or hoppers shall not be filled to a
level which will cause overflow of materials or pollution of water during
loading or transportation; 7.
excess
material shall be cleaned from the decks and exposed fittings of barges and
hopper dredgers before the vessel is moved; 8.
adequate
freeboard shall be maintained on barges to reduce the likelihood of decks
being washed by wave action; 9.
all
vessels shall be sized such that adequate clearance is maintained between
vessels and the sea bed at all states of the tide to ensure that undue
turbidity is not generated by turbulence from vessel movement or propeller
wash; and 10.
the
works shall not cause foam, oil, grease, litter or other objectionable matter
to be present in the water within and adjacent to the works site. |
To control
construction water quality |
Contractor |
During
dredging and filling |
Construction stage |
• TM-EIAO • Marine Fill Committee Guidelines • DASO Permits Conditions |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Water Quality (Construction Phase) |
|||||||
|
W2 |
Re-deposition
of Contaminated Sediment ¡P
All
dredged marine mud, which required Type 2 Confined Marine Disposal under
Environment, Transport and Works Bureau Technical Circular (Works) No.
34/2002, from the Project shall be disposed of inside the sheet pile cellular
structures within the Project boundary. ¡P
Before
re-deposition the contaminated sediment, a layer of geotextile shall be
placed at the bottom of the sheet pile cellular structures to avoid direct
contact of the contaminated sediment and the bottom sediment. ¡P
A
miniumum of 2m thick sand fill or public fill shall be placed on top of the
contaminated sediment to protect and cover the sediment after re-deposition. ¡P
The
contaminated sediment shall not be disturbed after re-deposition. No piling
works or deep foundation which may disturb the contaminated sediment is
allowed within the cellular structures. |
Re-deposition of Contaminated Sediment |
Contractor |
Dredged Contaminated Sediment |
Construction stage |
• Waste Disposal Ordinance • ETWB TC34/2002 |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Water Quality (Construction Phase) |
|||||||
S9.11.1.3 of
HKBCFEIA and S6.10 of TMCLKLEIA |
W3 |
Land Works General construction activities on
land should also be governed by standard good working
practice. Specific measures to be written into the works contracts
should include: ¡P
wastewater
from temporary site facilities should be controlled to prevent direct
discharge to surface or marine waters; ¡P
sewage
effluent and discharges from on-site kitchen facilities shall be directed to
Government sewer in accordance with the requirements of the WPCO or collected
for disposal offsite. The use of soakaways shall be avoided; ¡P
storm
drainage shall be directed to storm drains via adequately designed sand/silt
removal facilities such as sand traps, silt traps and sediment basins. Channels,
earth bunds or sand bag barriers should be provided on site to properly
direct stormwater to such silt removal facilities. Catchpits and perimeter
channels should be constructed in advance of site formation works and
earthworks; ¡P
silt
removal facilities, channels and manholes shall be maintained and any
deposited silt and grit shall be removed regularly, including specifically at
the onset of and after each rainstorm; ¡P
temporary
access roads should be surfaced with crushed stone or gravel; ¡P
rainwater
pumped out from trenches or foundation excavations should be discharged into
storm drains via silt removal facilities; ¡P
measures
should be taken to prevent the washout of construction materials, soil, silt
or debris into any drainage system; ¡P
open
stockpiles of construction materials (e.g. aggregates and sand) on site
should be covered with tarpaulin or similar fabric during rainstorms; ¡P
manholes
(including any newly constructed ones) should always be adequately covered
and temporarily sealed so as to prevent silt, construction materials or
debris from getting into the drainage system, and to prevent storm run-off
from getting into foul sewers; ¡P
discharges
of surface run-off into foul sewers must always be prevented in order not to
unduly overload the foul sewerage system; |
To control
construction water quality |
Contractor |
All land-based construction sites |
Construction stage |
TM-EIAO |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Water Quality (Construction Phase) |
|||||||
S9.11.1.3 of
HKBCFEIA and S6.10 of TMCLKLEIA |
W3 |
¡P
all
vehicles and plant should be cleaned before they leave the construction site
to ensure that no earth, mud or debris is deposited by them on roads. A wheel
washing bay should be provided at every site exit; ¡P
wheel
wash overflow shall be directed to silt removal facilities before being
discharged to the storm drain; ¡P
the
section of construction road between the wheel washing bay and the public
road should be surfaced with crushed stone or coarse gravel; ¡P
wastewater
generated from concreting, plastering, internal decoration, cleaning work and
other similar activities, shall be screened to remove large objects; ¡P
vehicle
and plant servicing areas, vehicle wash bays and lubrication facilities shall
be located under roofed areas. The drainage in these covered areas shall be
connected to foul sewers via a petrol interceptor in accordance with the
requirements of the WPCO or collected for off site disposal; ¡P
the
contractors shall prepare an oil / chemical cleanup plan and ensure that
leakages or spillages are contained and cleaned up immediately; ¡P
waste
oil should be collected and stored for recycling or disposal, in accordance
with the Waste Disposal Ordinance; ¡P
all
fuel tanks and chemical storage areas should be provided with locks and be
sited on sealed areas. The storage areas should be surrounded by bunds with a
capacity equal to 110% of the storage capacity of the largest tank; and ¡P
surface
run-off from bunded areas should pass through oil/grease traps prior to
discharge to the stormwater system. |
To control
construction water quality |
Contractor |
All land-based construction sites |
Construction stage |
TM-EIAO |
S9.14 of
HKBCFEIA and S6.10 of TMCLKLEIA |
W4 |
Implement a water quality monitoring programme |
Control water quality |
Contractor |
At identified monitoring location |
During construction period |
• TM-water • Water Pollution Control Ordinance |
S6.10 of
TMCLKLEIA |
W5 |
All
construction works shall be subject to routine audit to ensure implementation
of all EIA recommendations and good working practice. |
To control
construction water quality |
Contractor |
All
construction site areas |
During construction period |
|
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Ecology (Construction Phase) |
|||||||
S10.7 of
HKBCFEIA and S8.14 of TMCLKLEIA |
E1 |
¡P
Use
closed grab in dredging works. ¡P
Install
silt curtain during the construction. ¡P
Limit
dredging and works fronts. ¡P
Construct
seawall prior to reclamation filling where practicable. ¡P
Good
site practices ¡P
Strict
enforcement of no marine dumping. ¡P
Site
runoff control ¡P
Spill
response plan |
Minimise marine water quality impacts |
Contractor |
Seawall, reclamation area |
During construction |
TM-Water |
S10.7 of
HKBCFEIA |
E2 |
¡P
Watering
to reduce dust generation; prevention of siltation of freshwater habitats;
Site runoff should be desilted, to reduce the potential for suspended
sediments, organics and other contaminants to enter streams and standing
freshwater |
Prevent Sedimentation from Land-based works areas |
Contractor |
Land-based works areas |
During construction |
TM-Water |
S10.7 of
HKBCFEIA and S8.14 of TMCLKLEIA |
E3 |
¡P
Good
site practices, including strictly following the permitted works hours, using
quieter machines where practicable, and avoiding excessive lightings during
night time |
Prevent disturbance to terrestrial fauna and habitats |
Contractor |
Land-based works areas |
During construction |
|
S10.7 of
HKBCFEIA and S8.14 of TMCLKLEIA |
E4 |
¡P
Dolphin
Exclusion Zone ¡P
Dolphin
watching plan |
Minimize temporary marine habitat loss impact to
dolphins |
Contractor |
Marine works |
During marine works |
TM-EIAO |
S10.7 of
HKBCFEIA and S8.14 of TMCLKLEIA |
E5 |
¡P
Decouple
compressors and other equipment on working vessels ¡P
Proposal
on design and implementation of acoustic decoupling measures applied during
dredging and reclamation works ¡P
Avoidance
of percussive piling |
Minimise marine noise impacts on dolphins |
Contractor |
Marine works |
During marine works |
• TM-EIAO • Marine Park Regulations |
S10.7 of
HKBCFEIA and S8.14 of TMCLKLEIA |
E6 |
¡P
Control
vessel speed ¡P
Skipper
training. ¡P
Predefined
and regular routes for working vessels; avoid Brothers Islands. |
Minimise marine traffic disturbance on dolphins |
Contractor |
Marine traffic |
During marine works |
• Marine Park Regulations • Code of Conduct for dolphin watching
activity |
S10.10 of
HKBCFEIA and S8.14 of TMCLKLEIA |
E7 |
¡P
Vessel
based dolphin monitoring |
Minimise marine traffic disturbance on dolphins |
Contractor |
Northeast and Northwest Lantau and West Lantau |
Prior to construction, during construction |
|
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Fisheries |
|||||||
S11.7 of
HKBCFEIA |
F1 |
¡P
Reduce
re-suspension of sediments ¡P
Limit
dredging and works fronts. ¡P
Good
site practices ¡P
Strict
enforcement of no marine dumping. ¡P
Spill
response plan |
Minimise marine water quality impacts |
Contractor |
Seawall, reclamation area |
During construction |
TM-Water |
S11.7 of
HKBCFEIA |
F2 |
¡P
Install
silt-grease trap in the drainage system collecting surface runoff |
Minimise impacts on marine water quality impacts |
Designer |
Reclamation area |
During construction |
TM-Water |
Landscape
& Visual (Detailed Design Phase) |
|||||||
S14.3.3.1 of
HKBCFEIA |
LV1 |
General design measures include: ¡P
Roadside
planting and planting along the edge of the reclamation is proposed; ¡P
Transplanting
of mature trees in good health and amenity value where appropriate and
reinstatement of areas disturbed during construction by compensatory
hydro-seeding and planting; ¡P
Protection
measures for the trees to be retained during construction activities; ¡P
Maximizing
new tree, shrub and other vegetation planting to compensate tree felled and
vegetation removed; ¡P
Providing
planting area around peripheral of HKBCF for tree planting screening effect;
and ¡P
Providing
salt-tolerant native trees along the planter strip at affected seawall and
newly reclaimed coastline. |
Minimise visual & landscape impact |
Detailed
designer |
HKBCF |
Design
Stage |
|
Landscape
& Visual (Construction
Phase) |
|||||||
S14.3.3.3 of
HKBCFEIA and S10.9 of TMCLKLEIA |
LV2 |
Mitigate
Landscape Impacts G1.
Grass-hydroseed or sheeting bare soil surface and stock pile /CM4. areas. |
Minimise landscape impact |
Contractor |
All construction site areas |
Construction stage |
|
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
Landscape
& Visual (Construction
Phase) |
|||||||
S10.9 of
TMCLKLEIA |
LV3 |
Mitigate
Landscape Impacts CM1.
Existing trees on boundary of the
Project Area shall be carefully protected during construction. Detailed Tree
Protection Specification shall be provided in the Contract Specification.
Under this specification, the Contractor shall be required to submit, for
approval, a detailed working method statement for the protection of trees
prior to undertaking any works adjacent to all retained trees, including
trees in contractor¡¦s works areas. (Tree protection measures will be detailed
at Tree Removal Application stage). CM2.
Trees unavoidably affected by the works
shall be transplanted where practical. Trees will be transplanted straight to
their final receptor site and not held in a temporary nursery. A detailed
Tree Transplanting Specification shall be provided in the Contract
Specification. Sufficient time for necessary tree root and crown preparation
periods shall be allowed in the project programme. CM7.
Ensure no run-off into water body
adjacent to the Project Area. CM9.
Recycle/Reuse all felled trees and
vegetation, e.g. mulching. |
Minimise landscape impact |
Contractor |
All construction site areas |
Construction stage |
|
S14.3.3.3 of
HKBCFEIA |
LV4 |
Mitigate Visual Impacts V1.
Minimize time for construction activities during construction period. V2.
Provide screen hoarding at the portion of the project site/ works areas /
storage areas near VSRs who have close low- level views to the Project during
HKBCF construction. |
Minimise visual impact |
Contractor |
All construction site areas |
Construction stage |
|
S10.9 of
TMCLKLEIA |
LV5 |
Mitigate Visual Impacts CM5.
Screening of construction works by
hoardings around works area in visually unobtrusive colours, to screen works. CM6.
Control night-time lighting and glare
by hooding all lights. CM8.
Avoidance of excessive height and bulk
of buildings and structures. |
Minimise visual impact |
Contractor |
All construction site areas |
Construction stage |
|
EM&A |
|||||||
S15.2.2 of
HKBCFEIA |
EM1 |
An Independent Environmental Checker needs to be
employed as per the EM&A Manual. |
Control EM&A Performance |
Project Proponent |
All construction sites |
Construction stage |
• EIAO Guidance Note No.4/2002 • TM-EIAO |
EIA Ref. |
EM&A Log Ref |
Recommended Mitigation Measures |
Objectives
of the Recommended Measures & Main Concerns
to address |
Who to
implement the measures? |
Location
of the measures |
When to
implement the measures? |
What requirements or standards for
the measures to achieve? |
EM&A |
|||||||
S15.5 - S15.6 of
HKBCFEIA |
EM2 |
¡P
An
Environmental Team needs to be employed as per the EM&A Manual. ¡P
Prepare a systematic Environmental
Management Plan to ensure
effective implementation of the mitigation measures. ¡P
An
environmental impact monitoring needs to be implementing by the Environmental
Team to ensure all the requirements given in the EM&A Manual are fully
complied with. |
Perform environmental monitoring & auditing |
Contractor |
All construction sites |
Construction stage |
• EIAO Guidance Note No.4/2002 • TM-EIAO |
Appendix D
Project Organization for Environmental Works
Project Organization For Environmental Works
Appendix E
Sample Data Sheet for Monitoring
Appendix F
Sample Template for Interim Notification
[1] This Contract involves impact monitoring of dolphins during
construction phase only. The responsibility of post construction dolphin
monitoring will be assigned to relevant contract by the Authority in the later
stage of the Hong Kong-Zhuhai-Macao Bridge project.
[2] The ET of
this Contract should conduct dolphin monitoring at the location listed at
10.4.1 as part of EM&A programme according to the latest notification from
ENPO when the dolphin monitoring is/are no longer covered by another ET of the
HZMB project. The ET of the Contract shall communicate and share the monitoring
data to the ET(s) of other works contracts if the dolphin monitoring is/are as
part of EM&A programme.