CONTENTS
2.1 General Description of the Project
2.3 Development Programme of the Project
4.2 Environmental Management Plan
4.4 Construction Method Statement
5.4 Laboratory
Measurement / Analysis
5.9 Performance Compliance Test of San Hing Road Sewage
Pumping Station
6.2 Noise Monitoring Parameters for Construction Noise
6.3 Monitoring Equipment for Construction Noise
6.4 Monitoring Locations for Construction Noise
6.5 Baseline Monitoring for Construction Noise
6.6 Impact Monitoring for Construction Noise
6.7 Action and Limit Levels for Construction Noise
6.8 Event and Action Plan for Construction Noise
6.9 Noise Monitoring Parameters for Operation Road Traffic
Noise
6.10 Monitoring Equipment for Operation Road Traffic Noise
and Fixed Plant Noise
6.11 Monitoring Locations for Operation Road Traffic Noise
6.12 Impact Monitoring for Operational Road Traffic Noise
6.13 Event and Action Plan for Operational Road Traffic
Noise
6.14 Commissioning Test for Operational Fixed Plant Noise
7.4 Laboratory Measurement / Analysis
8 Sewage & Sewerage Treatment Implications
9.2 Ecological Mitigation Measures and Enhancement
Planting
10 Impacts from Electric and Magnatic Fields
11 Landscape and Visual Impacts
12 Waste Management Implications
15.3 Choice of Construction Method
16.2 Baseline Monitoring Report
16.3 Monthly Monitoring Report
16.4 Final EM&A Review Reports
16.6 Interim Notifications of Environmental Quality Limit
Exceedances
List of
Figures
Location Plan (Sheet 1 of 2) |
|
Location Plan (Sheet 2 of 2) |
|
Locations of Proposed Air Quality
Monitoring Stations (Construction Phase) |
|
Location of Proposed Construction Noise
Monitoring Stations |
|
Location of Proposed Road Traffic Noise
Monitoring (Operation Phase) |
|
Proposed Locations of Road Traffic Noise
Mitigation Measures (Sheet 1 of 2) |
|
Proposed Locations of Road Traffic Noise
Mitigation Measures (Sheet 2 of 2) |
|
Proposed Locations of Railway Noise
Mitigation Measures |
|
Location of Proposed
Water Quality Monitoring Stations |
|
Ecological Mitigation and
Enhancement Plan |
|
Location of San Hing
Tsuen Site of Archaeological Interest Within Area 2 |
List of
TABLES
Table 2.1 Summary
of Designated Project (DP)
Table 2.2 Summary
of Implementation Programme within the PDA
Table 2.3 Works
Packaging for the Development
Table 5.1 Construction Dust Monitoring
Locations
Table 5.2 Summary of Construction Dust
Monitoring Programme
Table 5.3 Action and Limit Levels for Air
Quality (Dust)
Table 5.4
Event and Action Plan for Air
Quality (Dust)
Table 6.1 Proposed Construction Noise
Monitoring Locations
Table 6.2
Action and Limit Levels for Construction
Noise
Table 6.3
Event/Action Plan for
Construction Noise
Table 6.4
Proposed Road Traffic Noise
Monitoring Locations
Table 7.1 Analytical Methods to be applied to
Water Quality Samples
Table 7.2 Locations of Proposed Water Quality
Monitoring Stations
Table 7.3
Proposed Water Quality
Monitoring Programme for Baseline Monitoring
Table 7.4
Proposed Water Quality
Monitoring Programme for Impact Monitoring
Table 7.5 Action and Limit Levels for Water
Quality Impact Monitoring Stations
Table 7.6 Event and Action Plan for Water
Quality
Table 11.1 Event and Action Plan for Landscape
and Visual
List of Appendices
Project
Organisation for Environmental Works |
|
Environmental
Mitigation Implementation Schedule (EMIS) |
|
Sample Data Sheet
for TSP Monitoring |
|
Noise Monitoring
Field Record Sheet |
|
Water Quality
Monitoring Data Record Sheet |
|
Indicative
Location Plan of Stream Bank Reinstatement |
|
Proactive
Environmental Protection Proforma |
|
Sample Template
for Interim Notification |
1.1.2
This Proposed Development Area (PDA) mainly comprises
of SHR Site, SHR Site Extension and HPR Site. The total proposed development at
SHR Site, SHR Site Extension, HPR Site, the proposed Road L7 and the realigned
Hong Po Road has an area of about 29.7 hectares, with a total population intake
of about 61,000. The proposed development
area falls within an area zoned “Residential (Group E)” (“R(E)”) and “Green
Belt” (“GB”) on the approved Lam Tei
and Yick Yuen Outline Zoning Plan (OZP) No.
S/TM-LTYY/10 and “Residential (Group E) 1” (“R(E)1”), “GB” and “Village Type
Development” (“V”) and an area shown as ‘Road’ on the approved Tuen Mun OZP No. S/TM/35.
1.1.3
Black & Veatch Hong Kong Limited (B&V) was
commissioned by Civil Engineering and Development Department (CEDD) to examine
the technical feasibility on developing housing development at San Hing Road
and Hong Po Road, Tuen Mun (the Project).
1.1.4
The PDA is situated in Tuen
Mun between Lam Tei Light Rail Transit (LRT) Station
and Siu Hong LRT/ West Rail Line (WRL) Interchange Station. On the south side
of the PDA is Po Tong Ha and Tsz Tin Tsuen, while the west side is the Tsing
Shan Firing Range (TSFR). The private housing site, Villa Pinada,
which is a low density private residential development, is located to the north
side of the PDA and is situated between HPR Site and SHR Site Extension.
1.1.5
SHR Site, SHR Site Extension and HPR Site are
currently used for brownfield operations such as open storages, workshops,
ice-making and dyeing factories, warehouses, temporary structures, etc. There
are also low-rise village houses settlements, agricultural lands, graves, urns
and permitted burial grounds, slopes, etc., scattering throughout the PDA. In addition, there are CLP pylons and 400kV
overhead powerlines (OHL) spanning across SHR Site, SHR Site Extension, HPR
Site on the southern side. SHR Site, SHR Site Extension and HPR Site are
connected by Hong Po Road which is a single two-way road of 6m wide.
1.1.6
The location of which is shown in Figures 1.1a & 1.1b. Description of the Project element have been
further elaborated and presented in Section
2.
1.2.1
The purposes of this Environmental Monitoring and
Audit (EM&A) Manual are to:
·
Guide
the set up of an EM&A programme to ensure compliance
with the EIA recommendations;
·
Specify
the requirements for monitoring equipment;
·
Propose
environmental monitoring points, monitoring frequency etc;
·
Propose
Action and Limit Levels; and
·
Propose
Event and Action Plans.
1.2.2
This Manual outlines the monitoring and audit
programme for the construction and operation of the proposed Project and
provides systematic procedures for monitoring, auditing and minimizing
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
EM&A Manual has been prepared in accordance with the requirements
stipulated in Annex 21 of the Technical Memorandum on the EIA Process
(EIAO-TM).
1.2.4
This Manual contains the following information:
·
Responsibilities
of the Contractor, the Engineer or Engineer’s Representative (ER),
Environmental Team (ET), and the Independent Environmental Checker (IEC) under
the context of EM&A;
·
Project
organization for the EM&A works;
·
The
basis for, and description of the broad approach underlying the EM&A
programme;
·
Details
of the methodologies to be adopted, including all laboratories and analytical
procedures, and details on quality assurance and quality control programme;
·
The
rationale on which the environmental monitoring data will be evaluated and
interpreted;
·
Definition
of Action and Limit Levels;
·
Establishment
of Event and Action Plans;
·
Requirements
for reviewing pollution sources and working procedures required in the event of
non-compliance with the environmental criteria and complaints; and;
·
Requirements
for presentation of environmental monitoring and audit data and appropriate
reporting procedures.
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.
2.1
General
Description of the Project
2.1.1
This Project explores the development potential of
the PDA located at San Hing Road and Hong Po Road for public housing
development. The PDA and the proposed works limit of supporting infrastructure
works covers about 37.5 ha. The proposed site formation and infrastructure
works to support the public housing developments comprise the followings:
a) Site formation
works;
b) Slope works and
other geotechnical works;
c) Land
decontamination works;
d) Roadworks (e.g. Proposed
Road L7 and the
realigned Hong Po Road);
e) Waterworks (including service reservoirs);
f) Sewerage works (including Sewage Pumping Station (SPS));
g) Drainage works;
h) Landscaping
works;
i) Public Transport
Interchanges (PTIs); and
j) Other
infrastructure works including utilities and road junction improvement works.
2.2.1
The Study is a Designated Project (DP) under Item 1
Schedule 3 of EIAO – Engineering Feasibility Study of urban development
projects with a study area covering more than 20 ha or involving a total
population of more than 100,000. To
implement the Project, there is one proposed work classified as DPs under
Schedule 2 of the EIA Ordinance. A list of DP is
summarised in Table
2.1 below.
Table 2.1 Summary of
Designated Project (DP)
Item Ref.
No. |
Ref.
Category No. |
Project
Works |
Work
Component |
DP1 |
F.3
(b) of Part 1 Schedule 2 |
A SPS with an installed capacity of more than 2,000 m3 per
day and a boundary of which is less than 150m from an existing or planned
residential area |
Construction of a SPS with a design capacity of 14,629m3/day at SHR Site and is less than 150m from an existing / planned
residential area |
2.3
Development
Programme of the Project
2.3.1
In order to ensure a balanced and programmed
development with orderly rehousing/relocation of qualified clearees,
the PDA including the associated engineering infrastructures is proposed to be
divided into 4 main stages for implementation. A summary of implementation
programme is shown in Table 2.2.
Key Developments in Stage 1
2.3.2
The proposed works to be conducted in the first
stage includes the following:
·
Site
formation and construction of public housing at SHR Site Extension;
·
Construction
of SPS at SHR Site and the associated rising mains;
·
Upgrading
of existing sewers & modification of the existing TM54 SPS;
·
Construction
of the realigned Hong Po Road;
·
Carrying
out of junction improvement works;
·
Construction
of footbridge to connect SHR Site and Siu Hong WRL/LRT Interchange Station; and
·
Carrying
out of associated drainage works, sewerage works and waterworks etc..
Key
Developments in Stage 2
2.3.3
The proposed works to be conducted in the second
stage includes the following:
·
Construction
of proposed Road L7;
·
Carrying
out of Junction improvement works; and
·
Laying
of watermains along proposed Road L7.
Key Developments in Stage 3
2.3.4
The proposed works to be conducted in the third
stage includes the following:
·
Site
formation and construction of public housing and PTI at SHR Site;
·
Site
formation and construction of school at SHR Site; and
·
Carrying
out of associated drainage works, sewerage works and waterworks etc..
Key Developments in Stage 4
2.3.5
The proposed works to be conducted in the fourth
stage includes the following:
·
Site
formation and construction of public housing and PTI at HPR Site;
·
Site
formation and construction of school at SHR Site Extension;
·
Construction
of natural terrain mitigation measures at HPR Site;
·
Construction
of fresh/ salt water service reservoirs at HPR Site; and
·
Carrying
out of associated drainage works, sewerage works and waterworks etc.
Table 2.2 Summary of
Implementation Programme within the PDA
San Hing Road Site Extension
(Residential Sites) |
|||
Sewage Treatment Works at
SHR Site |
|||
·
Sewage pumping station construction and the associated
rising mains ·
Upgrading works of existing sewers &
modification of TM Area 54 SPS |
|||
·
Road and junction improvement works ·
Pipe works and utilities
works |
|||
·
Site clearance and site formation works |
|||
·
Pipe works and utilities |
|||
3a |
San Hing Road Site
(Residential Sites) |
||
·
Site clearance, decontamination and site formation works |
|||
·
Internal road and PTIs |
|||
·
Construction of public housing buildings |
|||
3b |
School
Site at SHR Site |
2026-2031 |
|
·
Site clearance, decontamination and site
formation works |
|||
·
Internal road, pipe works and landscaping |
|||
·
Construction of school buildings |
|||
·
Site clearance, decontamination and site formation works ·
Internal road and
PTIs ·
Pipe works and landscaping ·
Natural terrain hazard mitigation measures ·
Construction of water service reservoirs ·
Construction of public housing buildings |
|||
·
Site clearance, decontamination and site formation works |
|||
·
Internal road, pipe works and landscaping |
|||
·
Construction of school buildings |
2.4.1
It is anticipated that the development will be
commissioned in phases. The construction works is targeted to commence in Year
2025 and are summarised in Table 2.3.
Table 2.3 Works Packaging
for the Development
Works
Package |
Item |
Land
Clearance & Construction Period |
Description
of Works |
Stage 1 Works – SHR Site Extension, SHR SPS and realigned Hong Po Road |
SHR Site Extension (Residential Sites) |
2025 to 2030 |
·
Site Clearance ·
Land
Decontamination ·
Site Formation ·
Internal Roads ·
Pipe Works ·
Landscaping ·
Construction of Public
Housing Buildings |
SHR SPS |
2026 to 2030 |
·
Site Clearance ·
Land
Decontamination ·
Site Formation ·
Sewage Pumping
Station Construction and the associated Rising Mains ·
Upgrading Works
of Existing Sewers & Modification of TM54 SPS |
|
Realigned Hong Po Road |
2026 to 2029 |
·
Site Clearance ·
Land Decontamination ·
Site Formation ·
Road and Junction
Improvement Works ·
Pipe Works ·
Utilities Works ·
Construction of
footbridge and covered walkway |
|
Stage 2 Works – Road L7 |
Proposed Road L7 |
2026 to 2029 |
·
Site Clearance ·
Site Formation ·
Road and Junction
Improvement Works ·
Pipe Works
Utilities Works |
Stage 3 Works – SHR Site and School Site at SHR Site |
SHR Site (Residential Sites) |
2025 to 2031 |
·
Site Clearance ·
Land
Decontamination ·
Site Formation ·
Internal Roads
and PTIs ·
Pipe Works ·
Landscaping ·
Construction of Public
Housing Buildings |
School Site at SHR Site |
2026 to 2031 |
·
Site Clearance ·
Land
Decontamination ·
Site Formation ·
Internal Roads ·
Pipe Works ·
Landscaping ·
Construction of
School Buildings |
|
Stage 4 Works – HPR Site and School Sites at SHR Site Extension |
HPR Site (Residential Sites) |
2026 to 2033 |
·
Site Clearance ·
Land
Decontamination ·
Site Formation ·
Internal Roads
and PTIs ·
Pipe Works ·
Landscaping ·
Ecological
Enhancement Works ·
Natural Terrain
Hazard Mitigation Measures ·
Construction of
Water Service Reservoirs ·
Construction of Public
Housing Buildings |
School Site at SHR Site Extension |
2026 to 2033 |
·
Site Clearance ·
Land
Decontamination ·
Site Formation ·
Internal Roads ·
Pipe Works ·
Landscaping ·
Construction of
School Buildings |
2.5.1
The EIA has assessed the potential cumulative
impacts of the Project and associated works that may arise through interaction
or in combination with other existing, committed and planned developments in
the vicinity of the Project and associated works. A list of the tentative
concurrent projects identified at this stage is summarised below:
·
Contract
No. CV/2011/01 – Site Formation and Infrastructural Works near Tsing Lun Road
and Tsz Tin Road in Area 54, Tuen Mun;
·
Contract
No. CV/2012/02 – Construction of Sewage Pumping Station near Tsz Tin Road and
Associated Sewerage Works in Area 54, Tuen Mun;
·
Contract
No. CV/2015/03 – Site Formation and Infrastructural Works near Tong Hang Road
and Tsz Tin Road in Area 54, Tuen Mun;
·
Housing
Projects at Site 1 & 1A, Site 2, Site 3 & 4 (East) at Tuen Mun Area 54;
·
Private
Housing Development Works at Site 3/4 (West) in Area 54, Tuen
Mun;
·
Formation,
Roads and Drains in Area 54, Tuen Mun – Site
Formation at Site 4A (East), Site 4A (South), Site 5 and Associated
Infrastructure Works;
·
Housing
Projects at Site 4A (South) and Site 5 in Area 54, Tuen
Mun;
·
Construction
for Community Hall and Sports Centre at Site 4A (West) of Area 54, Tuen Mun;
·
Construction
for Primary School and Secondary School at Site 4A (East) of Area 54, Tuen Mun;
·
Public
Housing Development at Tuen Mun Area 29 West; and
·
Tuen Mun Western Bypass (TMWB).
3.1.1
The
proposed project organization and lines of communication with respect to
environmental protection works are shown in Appendix 3-1.
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 ER.
3.1.3
The
responsibilities of respective parties are:
The Contractor
·
Implement the
EIA recommendations and requirements;
·
Employ an ET to undertake
monitoring, laboratory analysis and reporting
of environmental monitoring and audit;
·
Provide
assistance to ET in carrying out
monitoring and auditing;
·
Submit proposals on
mitigation measures in case of exceedances of Action
and Limit Levels in accordance with the Event and Action Plans;
·
Implement measures to
reduce impact where Action and Limit Levels are exceeded; and
·
Adhere to the agreed
procedures for carrying out compliant investigation.
Environmental Team
·
Set up all the required
environmental monitoring stations;
·
Monitor various
environmental parameters as required in the EM&A Manual;
·
Analyse the
environmental monitoring and audit data, review the success of EM&A programme, confirm
the adequacy of mitigation measures implemented and the validity of the EIA
predictions, and to identify any adverse environmental impacts arising;
·
Carry out site inspection
to investigate and audit the Contractors’ site practice, equipment and work
methodologies with respect to pollution control and environmental
mitigation measures, and take proactive actions to pre-empt problems;
·
Audit and prepare audit
reports on the environmental monitoring data and site environmental conditions;
·
Report on the
environmental monitoring and audit results to the IEC, Contractor, the ER and
EPD or its delegated representative;
·
Recommend suitable
mitigation measures to the Contractor in the case of exceedance of
Action and Limit Levels in accordance with the Event and Action Plans;
·
Undertake regular on-site
audits / inspections and report to the Contractor and the ER of any potential
non-compliance;
·
Follow up and close out
non-compliance actions; and
·
Adhere to
the procedures for carrying out environmental complaint
investigation.
Engineer or Engineer’s Representative
·
Supervise the Contractor’s
activities and ensure that the requirements in the EM&A Manual are fully
complied with;
·
Inform the Contractor when
action is required to reduce impacts in accordance with the Event and Action
Plans;
·
Assist the Project
Proponent in employing an IEC to audit the results of the EM&A works
carried out by the ET;
·
Comply with the agreed
Event Contingency Plan in the event of any exceedance;
·
Adhere to the procedures
for carrying out complaint investigations.
Independent Environmental Checker
·
Review the EM&A works
performed by the ET (at not less than monthly intervals);
·
Audit the monitoring
activities and results (at not less than monthly intervals);
·
Validate and confirm the
accuracy of monitoring results, monitoring equipment, monitoring
locations, monitoring procedures and location of sensitive receivers;
·
Report the audit results
to the ER and EPD in parallel;
·
Review the EM&A
reports (monthly and quarterly summary reports) submitted by the ET;
·
Review the proposal on
mitigation measures submitted by the Contractor in accordance with the Event
and Action Plans;
·
Check the mitigation
measures submitted by the Contractor in accordance with the Event and Action Plans;
·
Check the mitigation
measures that have been recommended in the EIA Report and this Manual, and
ensure they are properly implemented in a timely manner, when necessary; and
·
Report the findings of
site inspections and other environmental performance reviews to ER and EPD.
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 of experience in conducting EM&A for
infrastructure projects. His / Her qualification shall be vetted by the ER and
the IEC. And the IEC should possess at least 7 years of experience in EM&A.
4.1.1
The Contractor shall prepare the Environmental
Management Plan (EMP) (including a Waste Management Plan, WMP), Construction
Method Statement prior to the commencement of construction works and obtain
approval from ER and IEC and other relevant authorities to encompass the
recommended environmental protection/mitigation measures with respect to their
latest construction methodology and programme.
4.2
Environmental
Management Plan
4.2.1
A systematic EMP shall be set up by the Contractor
to ensure effective implementation of the mitigation measures, monitoring and
remedial requirements presented in EIA, EM&A Manual and Environmental
Mitigation Implementation Schedule (EMIS) (See Appendix
4.1). 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 require the Contractor (together with
its sub-contractors) to define in details how to
implement 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 works commences. The environmental performance review
programme comprises a regular assessment on the effectiveness of the EMP.
Reference should be made to ETWBTC 19/2005 “Environmental Management on
Construction Sites” or its latest versions, and any other relevant Technical
Circulars.
4.3.1
As part of EMP, the Contractor shall include WMP for
the construction of the Project and prior to the commencement of construction
works submit to the ER and IEC 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 be approved before the commencement
of construction works. 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 minimizing its
generation at source, construction works would be undertaken in
accordance with the Section 4.1.3 of Chapter 4 in the Project Administration
Handbook for Civil Engineering Works (PAH).
4.4
Construction
Method Statement
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 Variation of
Environmental Permit (VEP) from EPD before commencement of any construction
activities.
5.1.1
The EIA has considered the potential air quality
impacts during both the construction and operation phases of the project. Fugitive dust would be the key impacts during
the construction phase, while potential odour impact from the San Hing Road
Sewage Pumping Station (SHR SPS) shall be effectively controlled during the
operation phase.
5.2.1
Monitoring and audit of the Total Suspended
Particulate (TSP) levels shall be carried out by the ET to ensure that
construction works are not generating dust that exceeds the acceptable
level. Timely action should be taken to
rectify the situation if an exceedance is detected.
5.2.2
One-hour TSP shall be measured to indicate the
impacts of construction dust on air quality. The 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 and the
Environmental Protection Department (EPD), 1-hour TSP levels can be measured by
direct reading method which are capable of producing comparable results as that
by the high volume sampling method, to indicate short
event impacts.
5.2.3
All relevant data including temperature, pressure,
weather conditions, elapsed-time meter reading for the start and stop of the
sampler, identification and weight of the filter paper, and any other local
atmospheric factors affecting or affected by site conditions, special phenomena
and work progress of the site etc., shall be recorded down in detail by the
ET. A sample data sheet is shown in Appendix 5.1.
5.3.1
A high volume sampler (HVS)
in compliance with the following specifications should be used for carrying out
the 1-hour TSP monitoring:
·
0.6
- 1.7 m3 per minute (20 - 60 standard cubic feet per minute)
adjustable flow range;
·
equipped
with a timing / control device with ± 5 minutes accuracy for 24 hours
operation;
·
installed
with elapsed-time meter with ± 2 minutes accuracy for 24 hours operation;
·
capable
of providing a minimum exposed area of 406 cm2;
·
flow
control accuracy: ± 2.5% deviation over 24-hour sampling period;
·
equipped
with a shelter to protect the filter and sampler;
·
incorporated
with an electronic mass flow rate controller or other equivalent devices;
·
equipped
with a flow recorder for continuous monitoring;
·
provided
with a peaked roof inlet;
·
incorporated
with a manometer;
·
able
to hold and seal the filter paper to the sampler housing at horizontal
position;
·
easy
to change the filter; and
·
capable
of operating continuously for 24-hour period.
5.3.2
The ET is responsible for the provision,
installation, operation, maintenance, and dismantling of the monitoring
equipment. They shall ensure that sufficient number of
HVSs with an appropriate calibration kit are 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 by the ET.
5.3.3
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
5.1.
5.3.4
If the ET proposes to use a direct reading dust
meter to measure 1-hour TSP levels, they shall submit sufficient
information to the IEC to prove that the instrument is capable of achieving a
comparable result to the HVS. The
instrument should also be calibrated regularly, and the 1-hour sampling shall
be determined periodically by the HVS to check the validity and accuracy of the
results measured by direct reading method.
5.3.5
Wind data monitoring equipment shall also be
provided and set up at suitable locations 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 Engineer and the IEC.
For installation and operation of wind data monitoring equipment, the
following points shall be observed:
·
The
wind sensors should be installed at 10m above ground so that they are clear of
obstructions or turbulence caused by buildings;
·
The
wind data should be captured by a data logger, the data shall be downloaded for
analysis at least once a month;
·
The
wind data monitoring equipment should be re-calibrated at least once every six
months; and
·
Wind
direction should be divided into 16 sectors of 22.5 degrees each.
5.3.6
In exceptional situations, the ET may propose
alternative methods to obtain representative wind data upon approval from the
Engineer and agreement from the IEC.
5.4
Laboratory
Measurement / Analysis
5.4.1
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, equipment calibration and
maintenance. The laboratory should be
Hong Kong laboratory accreditation scheme (HOKLAS) accredited.
5.4.2
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 Engineer, in consultation with
the IEC. Measurement performed by the
laboratory shall be demonstrated to the satisfaction of the ER and IEC. The IEC shall regularly audit the measurement
performed by the laboratory to ensure the accuracy of measurement results. The ET shall provide the Engineer and the IEC
with one copy of the Title 40 of Code of Federal Regulations, Chapter 1 (Part
50), Appendix B for reference.
5.4.3
Filter paper of size 8” ´ 10” shall be labelled before sampling.
It shall be a clean filter paper with no pin holes and shall be
conditioned in a humidity-controlled chamber for over 24-hours and be
pre-weighed before use for the sampling.
5.4.4
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.
5.4.5
All the collected samples shall be kept in a good
condition for 6 months before disposal.
5.5.1
The selected monitoring locations are the worst
potentially affected air sensitive receivers located in the vicinity of
construction sites. The proposed air quality monitoring locations during
construction phase are listed in Table 5.1 below and shown in Figure
5.1.
Table 5.1 Construction Dust Monitoring Locations
ID |
ASR ID |
Location |
Impact Monitoring Period [1] |
Existing Air
Sensitive Receivers |
|||
A1 |
R37 |
House
no. 272, Tsz Tin Tsuen |
Stage 1,
Stage 3 and Stage 4 |
A2 |
R39 |
Village
House near Villa Pinada |
Stage 4 |
A3 |
R45 |
House no. 157, Villa Pinada |
Stage 1,
Stage 3 and Stage 4 |
A4 |
R49 |
Village
House near Villa Pinada |
Stage 1,
Stage 3 and Stage 4 |
A5 |
R53 |
House
no. 240, San Hing Tsuen |
Stage 1,
Stage 3 and Stage 4 |
A6 |
R64 |
House
no. 37, San Hing Tsuen |
Stage 1,
Stage 3 and Stage 4 |
Note: [1] The impact monitoring period is determined
based on the distance between the stages of development and the monitoring
locations. Impact monitoring is recommended when the stages in the vicinity
of the monitoring locations are under construction. The stages of the Project
will subject to adjustment based on the actual
construction programme of the relevant contracts in the
Construction Stage. |
5.5.2
The status and locations of the air quality
sensitive receivers may change after issuing this manual. In such case, the ET shall propose updated
monitoring locations and seek approval from ER and the IEC, and agreement from
the EPD on the proposal.
5.5.3
When alternative monitoring locations are proposed,
the following criteria, as far as practicable, shall be followed:
i.
At the site boundary or such locations close to the major dust emission
source;
ii.
Close to the air sensitive receivers as defined in the EIAO-TM;
iii.
Proper position/ sitting and orientation of the monitoring equipment;
and
iv.
Take into account the prevailing meteorological conditions.
5.5.4
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:
i.
a horizontal platform with appropriate support to secure the samplers
against gusty wind shall be provided;
ii.
the distance between the sampler and an obstacle, such as buildings,
shall be at least twice the height that the obstacle protrudes above the
sampler;
iii.
a minimum of 2 metres of separation from walls, parapets and penthouses
is required for rooftop samplers;
iv.
a minimum of 2 metres of separation from any supporting structure,
measured horizontally is required;
v.
no furnace or incinerator flue is nearby;
vi.
airflow around the sampler is unrestricted;
vii. the sampler is more than 20 metres from the
dripline;
viii. any wire fence and gate, to protect the
sampler, shall not cause any obstruction during monitoring;
ix.
permission must be obtained to set up the samplers and to obtain access
to the monitoring stations;
x.
a secured supply of electricity is needed to operate the samplers; and
xi.
no two samplers should be placed less than 2 metres apart.
5.5.5
Before construction in each month, the corresponding
dust monitoring schedule shall be prepared by the ET based upon the
construction schedule provided by the Contractor. The ET shall forward the IEC the impact
monitoring programme such that he/she can conduct on-site audits to ensure
accuracy of the impact monitoring results.
5.6.1
The ET shall carry out the baseline monitoring at all of the designated monitoring locations (Table 5.1) for at least 14 consecutive days prior to the
commissioning of major construction works to obtain 1-hour TSP samples. The
selected baseline monitoring stations should reflect baseline conditions at the
impact monitoring stations. One-hour sampling should also be done at least 3
times per day while the highest dust impact is expected.
5.6.2
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 IEC
can conduct on-site audit to ensure accuracy of the baseline monitoring
results.
5.6.3
In case the baseline monitoring cannot be carried
out at the designated monitoring locations during the baseline monitoring
period, the ET shall carry out the monitoring at alternative locations which
can effectively represent the baseline conditions at the impact monitoring
locations. The alternative baseline
monitoring location shall be agreed with the Engineer and the IEC, and approved by the EPD.
5.6.4
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 Engineer and IEC for approval.
5.6.5
Ambient conditions may vary seasonally and shall be
reviewed once every three months. If the
ET considered that 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 the
EPD.
5.7.1
The ET shall carry out impact monitoring during
construction phase of the project. For 1-hour TSP monitoring, the sampling
frequency of at least three times in every six-days should be undertaken when
the highest dust impact occurs. In case
of non-compliance with the air quality criteria, more frequent monitoring, as
specified in the action plan in the following section, should be conducted
within the specified timeframe after the result is obtained. This additional
monitoring should be continued until the excessive dust emission or the
deterioration in the air quality is rectified.
The impact monitoring programme is summarized in Table 5.2.
Table 5.2 Summary of Construction Dust Monitoring Programme
Monitoring Period |
Duration |
Sampling
Parameter |
Frequency |
Baseline Monitoring |
Consecutive days of at least 2 weeks before commencement of major
construction works |
1-hour TSP |
3 times per day |
Impact Monitoring |
Throughout the construction phase |
1-hour TSP |
5.8.1
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 1-hour TSP. Table 5.3 shows the air quality criteria, namely action and
limit levels to be used.
Table 5.3 Action and Limit Levels for Air Quality (Dust)
Parameter |
Action Level |
Limit Level |
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. |
500 μg/m3 |
5.8.2
Should non-compliance of the air quality criteria
occur, action in accordance with the action plan in Table 5.4 shall be carried out.
Table 5.4 Event and Action Plan for Air Quality (Dust)
Event |
Action |
|||
ET
|
IEC
|
ER |
Contractor
|
|
Action level 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 unacceptable practice; 2. Amend
working methods if appropriate. |
Action level 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 measurements 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 ET 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 actions to ER within 3 working days of notification; 2. Implement
the agreed proposals; 3. Amend
proposal if appropriate. |
Limit level 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; 5. 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. |
Limit level 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. |
Notes:
ET – Environmental
Team; IEC – Independent Environmental Checker; ER – Engineer’s Representative
5.9
Performance
Compliance Test of San Hing Road Sewage Pumping Station
5.10.1
Mitigation measures for construction phase air
quality impacts and appropriate design for minimising potential operational
odour impact have been recommended in the EIA Report. All the recommended mitigation measures and
designs are detailed in the implementation schedule in Appendix
4.1.
6.1.1
In the EIA Report, construction noise monitoring and
regular site audit have been recommended to be carried out during construction
phase to ensure the construction noise level will comply with the relevant
noise criteria.
6.1.2
Road traffic noise levels should also be monitored
at representative noise sensitive receivers (NSRs), which are in the vicinity
of the recommended direct mitigation measures, upon the population intake of
the proposed development. The purpose of the monitoring is to compare the measured
noise levels with the predicted noise levels, appropriate conversion corrections
shall be applied to allow for the traffic conditions at the time of
measurement.
6.1.3
Monitoring of fixed noise sources of the planned SHR
SPS and the public transport interchanges (PTIs) during the testing and
commissioning stage was also recommended to verify the compliance with the
EIAO-TM criteria.
6.2
Noise
Monitoring Parameters for Construction Noise
6.2.1
Construction noise level shall be monitored by the
ET and shall be measured in terms of the A-weighted equivalent continuous sound
pressure level (Leq). Leq(30-min)
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. A sample data sheet is shown
in Appendix 6.1.
6.2.2
As supplementary information for data auditing,
statistical results such as L10 and L90 shall also be
obtained for reference.
6.3
Monitoring
Equipment for Construction Noise
6.3.1
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.
6.3.2
Noise measurements shall not be made in fog, rain,
wind with a steady speed exceeding 5 m/s or wind with gusts exceeding 10
m/s. The wind speed shall be checked
with a portable wind speed meter capable of measuring the wind speed in m/s.
6.3.3
The ET is responsible for the provision,
installation, operation, maintenance, dismantling of the monitoring equipment.
He shall ensure that sufficient noise measuring
equipment and associated instrumentation are available for carrying out the
baseline monitoring, regular impact monitoring and ad hoc monitoring. All the equipment and associated instrumentation
shall be clearly labelled.
6.4
Monitoring
Locations for Construction Noise
6.4.1
NSRs that are anticipated to have the highest
construction noise level when without mitigation measures were selected as
monitoring stations. The locations of construction noise monitoring stations
are summarised in Table 6.1 and shown in Figure
6.1.
Table 6.1
Proposed Construction Noise Monitoring Locations
ID |
NSR ID |
Description |
Impact Monitoring Period[1] |
Existing Noise Sensitive Receivers |
|||
CN1 |
E5_CN01 |
Village House
near Realigned Hong Po Road |
Stage 1,
Stage 3 and Stage 4 |
CN2 |
E6_CN02 |
House no.152, Villa Pinada |
Stage 1, Stage 3 and Stage 4 |
CN3 |
E9_CN03 |
House no. 99, San Hing Tsuen |
Stage 1, Stage 3 and Stage 4 |
CN4 |
E11_CN01 |
TWGHs Yau Tze
Tin Memorial College |
Stage 1, Stage 3 and Stage 4 |
CN5 |
E15_CN01 |
Secondary School a TM54 Site
4A (East) |
Stage 1 |
CN6 |
E16_CN03 |
Luk Tin House, Yan Tin Estate |
Stage 1 |
CN7 |
E30_CN01 |
C.C.C. Mong Wong Far Yok
Memorial Primary School |
Stage 1, Stage 3 and Stage 4 |
Note: [1] The impact monitoring period is determined
based on the distance between the stages of development and the monitoring
locations. Impact monitoring is recommended when the stages in the vicinity
of the monitoring locations are under construction. The stages of the Project
will subject to adjustment based on the actual
construction programme of the relevant contracts in the
Construction Stage. |
6.4.2
If the status or location of a
NSR changes after issuing this manual, the ET shall propose the updated
monitoring location and seek approval from the ER and agreement from the IEC
and the EPD of the proposal to amend the monitoring location.
6.4.3
When alternative monitoring locations are proposed,
the monitoring locations shall be chosen taking account of the following
criteria:
a) All locations
close to the major site activities that are likely to have noise impacts;
b) Close to the NSRs
as defined in the EIAO-TM; and
c) Assurance of
minimal disturbance to the occupants during monitoring.
6.4.4
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 prior to the
commencement of the works. Once the
positions for the monitoring stations are chosen, the baseline monitoring and
the impact monitoring shall be carried out at the same positions.
6.5
Baseline
Monitoring for Construction Noise
6.5.1
In accordance with Section 4.2 of Appendix D2 of
Guidelines for Development Projects in Hong Kong published by EPD, Baseline
noise monitoring before commencement of construction works is not normally
required.
6.6
Impact
Monitoring for Construction Noise
6.6.1
Construction noise monitoring should be carried out
at the designated monitoring stations (Table 6.1) directly affected by the construction works once
every week after the commencement of construction. During construction works,
one set of Leq(30-min) measurement
at each station between 0700 and 1900 hours on normal weekdays shall be
taken. If construction works are
extended to include works during the period between 1900 and 0700 hours,
additional weekly impact monitoring shall be carried out during evening and
night-time works. Applicable permits under NCO shall be obtained by the
Contractor.
6.6.2
In case of non-compliance with the construction
noise criteria, more frequent monitoring, as specified in the Event and Action
Plan in Table 6.3, shall be carried out. This additional monitoring shall be continued
until the recorded noise levels are rectified or proved to be unrelated to the
construction activities.
6.7
Action
and Limit Levels for Construction Noise
6.7.1
The Action and Limit levels for construction noise
are defined in Table 6.2. Should non-compliance of the criteria occur,
the ET, the IEC, the ER and the Contractor shall undertake their specified
actions in accordance with the Event and Action Plan shown in Table 6.3.
Table 6.2 Action and Limit Levels for Construction Noise
Time Period |
Action Level |
Limit Level |
0700 - 1900 hours on normal weekdays |
When one documented complaint is received |
75 dB(A) * |
Notes:
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 periods.
6.8
Event
and Action Plan for Construction Noise
6.8.1
Should non-compliance of the noise criteria occur,
actions in accordance with the event and action plan in Table 6.3 shall be carried out.
Table 6.3 Event/Action Plan for Construction Noise
Event |
Action |
|||
ET |
IEC |
ER |
Contractor |
|
Action Level Exceedance |
1. Notify IEC, ER and
Contractor; 2. Carry out investigation; 3. Report the results of investigation
to the IEC, ER and Contractor; 4. Discuss with the
Contractor and formulate remedial measures; 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 and ER; 2. Implement noise mitigation
proposals. |
Limit Level Exceedance |
1. Identify source; 2. Inform IEC, ER, EPD and
Contractor; 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 the IEC
within three 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. |
Notes:
ET – Environmental Team;
IEC – Independent Environmental Checker; ER – Engineer’s Representative
6.9
Noise
Monitoring Parameters for Operation Road Traffic Noise
6.9.1
The ET should carry out monitoring of road traffic
noise after the works under the Project are completed and upon the population
intake of the proposed development. The road traffic noise during operation of
the Project should be measured in terms of the A-weighted equivalent of L10(1-hour).
During the road traffic noise measurement, traffic count should be undertaken
concurrently. Supplementary information for data auditing and statistical
results such as Leq and L90
should also be obtained for reference.
6.10
Monitoring
Equipment for Operation Road Traffic Noise and Fixed Plant Noise
6.10.1
The requirement of monitoring equipment for both
operational road traffic noise and fixed plant noise could be referred to Section 6.3.
6.11
Monitoring
Locations for Operation Road Traffic Noise
6.11.1
Those most affected NSRs identified in the EIA
report are selected as the noise monitoring locations in this EM&A Manual.
The traffic noise monitoring locations during operation phase are listed in Table 6.4 and shown in Figure 6.2. In addition, noise monitoring shall be
carried out for one year following the population intake of the proposed
development. The locations for operational noise monitoring shall be defined
during detailed design on the basis of the status of
the most up-to-date information on proposed developments surrounding the
Project.
Table 6.4 Proposed Road Traffic Noise Monitoring Locations
NSR ID |
Location |
Proposed Direct
Mitigation Measures [1] |
|
ON1 |
E4_TN01 |
Village House near Realigned Hong Po Road |
PNB01, LNRS |
ON2 |
E5_TN01 |
Village House near Realigned Hong Po Road |
PNB01, LNRS |
ON3 |
E18_TN01 |
House no. 272, Tsz Tin Tsuen |
PNB02, LNRS |
ON4 |
E18_TN04 |
Village House
near no. 151, Tsz Tin Tsuen |
PNB03, LNRS |
ON5 |
P4_TN02 |
Block 4, San
Hing Road Site |
LNRS, PNB04 |
ON6 |
E23_TN03 |
TM Area 54 Site 5 |
PNB07, PNB08 |
ON7 |
E24_TN01 |
TM54 Site3/4 (West) |
PNB07, PNB08 |
Note:
[1] “PNB”
denotes ID of proposed noise barrier and “LNRS” denotes Low Noise Road
Surfacing. The locations of the proposed direct mitigation measures are
indicated in Figure 6.3 and 6.4.
6.11.2
The status and locations of NSRs may change after
issuing this Manual. In this event, the ET leader shall propose
updated monitoring locations and seek approval from the IEC and agreement from
the EPD of the proposal.
6.11.3
When alternative monitoring locations are proposed,
the monitoring locations should be chosen based on the following criteria in
that they should be:
·
At
locations close to the major site activities which are likely to have noise
impacts;
·
Close
to the NSRs; and
·
For
monitoring locations located in the vicinity of the sensitive receivers, care
should be taken to cause minimal disturbance to the occupants during
monitoring.
6.11.4
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 before commencement of
monitoring.
6.12
Impact
Monitoring for Operational Road Traffic Noise
6.12.1
The ET should prepare and deposit to the EPD, at
least 6 months before the operation of the proposed roads under the Project, a
monitoring plan for the purpose of overseeing the environmental performance of
the development project by comparing the noise impact predictions with the
actual impacts. The monitoring plan
should contain monitoring locations, monitoring schedules, methodology of noise
monitoring including noise measurement procedures, traffic counts and speed
checks, and methodology of comparison with the predicted levels. The ET should implement the monitoring plan
in accordance with the deposited monitoring plan unless with prior
justifications. Monitoring details and results including the comparison between
the measured noise levels and the predicted levels should be recorded in a
report to be deposited with the EPD within one month of the completion of the
monitoring. The report should be certified
by the ET leader before it is deposited with the EPD.
6.12.2
Road traffic noise monitoring shall be carried out
at all the designated road traffic noise monitoring stations upon the population intake of the proposed
development. The following is an initial guide on the road traffic noise monitoring
requirements during the operation phase:
·
one
set of measurements at the morning traffic peak hour on normal days;
·
one
set of measurements at the evening traffic peak hour on normal days;
·
a
concurrent census of traffic flow and percentage of heavy vehicles shall be
conducted for the Project Road and the existing road network in the vicinity of
each measurement point;
·
average
vehicle speed estimated for Project Road and the existing road network in the
vicinity of each measuring point; and
·
the
two sets of monitoring data shall be obtained within the first year following
the population intake of the proposed development.
6.12.3
Measured noise levels shall be compared with the
predicted noise levels by applying appropriate conversion corrections to allow
for the traffic conditions at the time of measurement.
6.13
Event
and Action Plan for Operational Road Traffic Noise
6.13.1
The measured/monitored road traffic noise levels
shall be compared with the predicted results and the predicted traffic flow
conditions (calculated noise levels based on concurrent traffic census
obtained). In cases discrepancies are observed, explanation shall be given to
justify the discrepancies.
6.14
Commissioning
Test for Operational Fixed Plant Noise
6.14.1
The maximum allowable sound power levels of the
identified fixed noise sources have been predicted in the EIA report. The
contractor should implement and refine the specified sound power levels as
appropriate to ensure compliances with the noise standards stipulated in the
EIAO-TM and NCO for the fixed plant operations.
6.14.2
The contractor should also carry out a noise
commissioning test for all fixed noise sources before operation of the Project,
in order to ensure compliance of the noise levels with the EIAO-TM’s stipulated
noise standard. The ET should prepare
and deposit a commissioning test plan for the fixed plant noise to the EPD, at
least six months before the operation of the planned fixed plants. The plan should contain locations,
measurement schedules, methodology of noise measurement including noise
measurement procedures and data analysis of measured noise level. The commissioning test should be certified by
the ET leader and verified by the IEC before submission to the EPD.
6.15.1
To alleviate the construction noise impact on the
affected NSRs, adoption of quieter construction method, use of Quality Powered
Mechanical Equipment (QPME), adoption of noise barriers, noise insulating
fabrics, or enclosures for particular items of plant
and recommendation on workfront management are
proposed for the Project during construction phase.
6.15.2
To further alleviate the operation noise impact,
vertical noise barriers of various heights were proposed along some sections of
the Project roads. A solid concrete boundary wall at
the planned housing site near the Welfare Facilities at SHR Site have also been
considered. Low noise road surface was
proposed for some section of the Project roads and other roads. A fully
enclosed pedestrian walkway (~15m long) is proposed at Hing Kwai
Street behind the barrier opening for road crossing. Acoustic windows were also
proposed to protect the planned residential dwellings. The provision of the
solid concrete boundary wall and acoustic windows are subject to further study
by the Hong Kong Housing Authority (HKHA). HKHA can further explore alternative
options which can achieve corresponding traffic noise reduction during the
detailed design stage. The location of the proposed mitigation measures is
shown in Figure 6.3 and Figure 6.4 of the EIA Report.
6.15.3
The recommended maximum allowable Sound Power Level
of the ventilation fans potentially to be installed at the PTIs should be
reviewed with the final design of the PTIs during the detailed design stage. It
is recommended that a canopy and hanger wall should be provided at the ingress
and egress of the PTIs and solid panels to be erected as necessary next to the
vehicle bays to screen the line-of-sight of the PTI from the nearby NSRs. Acoustic windows are proposed at Block 1 of
SHR site, as shown in Figure
6.5 to protect the
NSRs from adverse rail noise impact.
6.15.4
A Construction Noise Management Plan (CNMP) with
reference to Section 8 and Annex 21 of the EIAO-TM as well as this EM&A
Manual and the EIA Report should be prepared by the future contractor. In the
CNMP, the inventory of noise sources should be verified, and the effectiveness
and practicality of all identified measures for mitigating the construction
noise impact should be assessed. Mitigation measures proposed in the EIA
Report, such as the adoption of quiet construction methods and QPME, should be
considered during the design and tendering stage of the Project. The CNMP
should confirm the implementation of the mitigation measures,
and submitted to EPD for approval six months prior to the commencement
of construction. By referring to the measures proposed in the CNMP, the
implementation schedule of mitigation measures should also be updated and
reflected in the construction program accordingly.
6.15.5
All the recommended mitigation measures and designs
are detailed in the implementation schedule in Appendix
4.1.
7.1.1
As identified in the EIA report, the key water
quality impacts caused by the project would be associated with the land-based
construction activities. To ensure no adverse water quality impact to the
nearby watercourses due to the discharges from construction activities, water
quality monitoring at all major watercourses identified at the vicinity of the
construction sites should be carried out before and during the construction
phase. It is also recommended that regular weekly site inspections should be
undertaken to inspect the construction activities and works areas in order to
ensure the mitigation measures recommended in the EIA Report are properly
implemented. The water quality
monitoring and audit programme should be suitably adjusted according to the
phased implementation of the project.
7.1.2
No water quality monitoring and audit programme
specific to the operation phase is proposed for the Project.
7.2.1
The monitoring shall normally be established by
measuring the dissolved oxygen (DO), dissolved oxygen saturation (DO%),
temperature, turbidity, salinity, pH and suspended solids (SS) in water bodies
at all designated locations as specified in Section 7.5.
7.2.2
The measurements shall be taken at all designated
monitoring stations 3 days per week during construction phase. The interval between two sampling surveys
shall not be less than 36 hours.
7.2.3
Replicate in-situ measurements and samples collected
from each independent sampling event shall be collected to ensure a robust
statistically interpretable database. DO, pH value, salinity, temperature and
turbidity should be measured in-situ whereas other parameters should be
determined by an accredited laboratory.
7.2.4
Other relevant data shall also be recorded,
including monitoring location / position, time, water depth, tidal stages,
weather conditions and any special phenomena or work underway at the
construction site.
Dissolved Oxygen,
Dissolved Oxygen Saturation and Temperature Measuring Equipment
7.3.1
The dissolved oxygen (DO) measuring instruments
should be portable and weatherproof. The equipment should also complete with
cable and sensor, and dc power source. It should be capable of measuring:
·
A
DO level in the range of 0 – 20 mg/L and 0 – 200% saturation; and
·
A
temperature of 0 – 45 degree Celsius.
7.3.2
The equipment should have a membrane electrode with
automatic temperature compensation complete with a cable.
7.3.3
Should salinity compensation not be built-in to the
do equipment, in-situ salinity should be measured to calibrate the do measuring
instruments prior to each measurement.
Turbidity
Measuring Equipment
7.3.4
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).
Salinity
Measuring Equipment
7.3.5
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
7.3.6
A portable pH meter capable of measuring a pH range
between 0.0 and 14.0 shall be provided under the specified conditions (e.g.,
Orion Model 250A or an approved similar instrument).
Water Depth
Detector
7.3.7
A portable, battery-operated echo sounder should be
used for water depths determination at each designated monitoring station. The detector 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.
Water Sampling
Equipment
7.3.8
A water sampler is required for SS monitoring. 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).
Sample Containers
and Storage
7.3.9
Water samples for SS should be stored in high
density polythene bottles with no preservative added, packed in ice (cooled to
4°c without being frozen) and keep in dark during both on-site storage and
shipment to the testing laboratory. The samples shall be delivered to the
laboratory within 24 hours of collection and be analysed as soon as possible
after collection.
Calibration of In-Situ Instruments
7.3.10
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
quarterly basis 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 station.
Back-Up Equipment and
Vessels
7.3.11
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,
malfunction, etc.
7.3.12
The water quality monitoring will involve 10
monitoring stations and measurements should be conducted within the prescribed
tidal conditions in order to ensure the measurement / samples are
representative. A multi-probe monitoring
equipment set integrated with water sampler(s) is highly recommended to improve
the monitoring efficiency. The ET shall also consider the use of unattended
automatic sampling / monitoring devices at fixed stations where monitoring is
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.
7.4
Laboratory
Measurement / Analysis
7.4.1
At least 3 replicate samples from each independent
sampling event are required for the SS measurement that shall be carried out in
a HOKLAS or international accredited laboratory. Where water depth is allowed,
sampling should be conducted at three water depths which are 1 m below water
surface, mid-depth, and 1 m above the river bed. If the sampling water depth is
less than 6m, the mid-depth may be omitted. If the water depth is less than 3
m, only the mid-depth sample will be taken. Sufficient
water samples 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 analyses should follow the American
Public Health Association (APHA) Standard Methods for the Examination of Water
and Wastewater or an equivalent method subject to the approval of EPD. Analytical methods and reporting limits for
SS are present in Table 7.1.
Table 7.1 Analytical Methods to be applied to Water Quality
Samples
Parameters |
Analytical Method |
Reporting Limit |
Suspended Solid (SS) |
APHA
17ed 2540-D * |
0.5 mg/L |
* APHA - American Public Health
Association Standard Methods for the Examination of Water and Wastewater.
7.4.2
The testing of SS should be HOKLAS accredited (or if
not, approved by the EPD) and comprehensive quality assurance and control
procedures in place to ensure quality and consistency in results.
7.4.3
If in-house or non-standard methods are proposed,
details of the method verification may also be required to submit to the
EPD. In any circumstance, the sample
testing should have comprehensive quality assurance and quality control
programmes. The laboratory should
prepare to demonstrate the programme to the EPD or his representatives when
requested.
7.5.1
Water quality monitoring will be carried out at 11 locations
of the inland water nearby the Project site.
7.5.2
The proposed water quality monitoring locations are
shown in Figure 7.1 and listed in Table 7.2. The
upstream monitoring stations will act as control
stations. Monitoring at the control station is for comparing the water quality
from potentially impacted sites with the ambient water quality. The ET shall seek approval from the IEC and
the EPD for any alternative monitoring locations. Control stations shall be
located within the same body of water as the impact monitoring stations but
shall be outside the area of influence of the works and, as far as practicable,
not affected by any other works. The
gradient monitoring stations are located closer to the worksites and would
assist in the identification of sources of any impact at the downstream impact
stations.
Table 7.2 Locations of Proposed Water Quality Monitoring
Stations
WSR |
Monitoring Station ID |
Description |
Easting |
Northing |
S01 |
U1 |
Upstream
monitoring (Control) |
814950.7 |
831390.7 |
U2 |
Upstream
monitoring (Control) |
815048.3 |
831387.8 |
|
G1 |
Gradient
monitoring |
815039.3 |
831325.8 |
|
G2 |
Gradient
monitoring |
815369.5 |
830986.2 |
|
G3 |
Gradient
monitoring |
815562.6 |
830953.4 |
|
D1 |
Impact
monitoring |
815991.8 |
830622.2 |
|
D2 |
Impact
monitoring |
816002.7 |
830646.8 |
|
S02 |
U3 |
Upstream
monitoring (Control) |
815404.0 |
831333.9 |
Tuen Mun River |
U4 |
Upstream
monitoring (Control) |
816109.3 |
830941.8 |
G4 |
Gradient
monitoring |
816029.0 |
830684.7 |
|
D3 |
Impact
monitoring |
815997.6 |
830583.1 |
7.6
Baseline
Monitoring
7.6.1
Baseline conditions in the watercourses should be
established and agreed with the EPD prior to the commencement of construction
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 monitoring
stations. The baseline conditions should
normally be established by measuring the water quality parameters specified in Section 7.2.
7.6.2
The baseline monitoring shall be conducted at all
designated monitoring stations for at least 4 weeks prior to the commencement
of construction works. The proposed
water quality monitoring schedule shall be submitted to the EPD by the ET at
least 2 weeks before the first day of the monitoring month. The interval between two sets of monitoring
shall not be less than 36 hours. The EPD
shall also be notified immediately for any changes in schedule.
7.6.3
In general, where the difference in value between
the first and second in-situ measurement of DO or turbidity parameters is more
than 25% of the value of the first reading, the reading shall be discarded and further readings should be taken.
7.6.4
There should be no construction work in the vicinity
of the stations during the baseline monitoring.
The baseline data will be used to establish the Action and Limit
Levels. The determination of Action and
Limit Levels will be discussed in Section 7.9.
7.6.5
Table 7.3 below summarizes the proposed monitoring frequency
and water quality parameters for baseline monitoring.
Table 7.3 Proposed Water Quality Monitoring
Programme for Baseline Monitoring
Item |
Baseline
Monitoring |
Monitoring Period |
At least 4 weeks prior to the commencement of construction work |
Monitoring Frequency |
3 Days in a Week (all stations) and
at mid-ebb (for D1, D2, D3 and G4 only) |
Monitoring Locations |
All stations listed in Table 7.2 |
Monitoring Parameters |
Dissolved oxygen (DO), dissolved
oxygen saturation (DO%), temperature, turbidity, salinity, pH and suspended
solids (SS). |
Intervals between 2 Sets of Monitoring |
Not less than 36 hours |
7.7.1
During the construction phase of the project, impact
monitoring should be undertaken at all designated monitoring stations three
days per week with sampling/ measurement at the designated monitoring stations
in the three watercourses. Upon
completion of the construction phase, the monitoring exercise at the designated
monitoring locations should be continued for four weeks in the same manner as the
impact monitoring. The interval between
two sets of monitoring should 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.
7.7.2
The proposed water quality monitoring schedule shall
be submitted to the EPD by the ET at least one week before the first day of the
monitoring month. The interval between
two sets of monitoring shall not be less than 36 hours. The EPD shall also be notified immediately
for any changes in schedule.
7.7.3
In general, where the difference in value between
the first and second in-situ measurement of DO or turbidity parameters is more
than 25% of the value of the first reading, the reading shall be discarded and further readings should be taken.
7.7.4
If project-related exceedances of Action and/or
Limit Levels are confirmed, the impact monitoring frequency shall be increased
according to the requirement of Event and Action Plan. The details of Event and
Action Plan will be discussed in Section
7.10.
7.7.5
Table 7.4 below summarises the proposed monitoring frequency
and water quality parameters for impact monitoring.
Table 7.4 Proposed Water Quality Monitoring Programme for
Impact Monitoring
Item |
Impact
Monitoring |
Monitoring Period |
During entire construction period |
Monitoring Frequency |
3
Days in a Week (all stations) and at mid-ebb (for D1, D2, D3 and G4 only) |
Monitoring Locations |
All
stations listed in Table 7.2 |
Monitoring Parameters |
Dissolved
oxygen (DO), dissolved oxygen saturation (DO%), temperature, turbidity,
salinity, pH and suspended solids (SS) |
Intervals between two Sets of Monitoring |
Not
less than 36 hours |
7.8.1
Other relevant data should also be recorded, such
as, monitoring location / position, time, water depth, weather conditions and
any special phenomena underway near the monitoring station. A sample data
record sheet is shown in Appendix
7.1 for reference.
7.9.1
The Action and Limit Levels for water quality are defined
in Table 7.5 below.
Table 7.5 Action and Limit Levels for Water Quality Impact
Monitoring Stations
Parameters |
Action
Level |
Limit
Level |
DO in mg/L (Surface, Middle & Bottom) |
Surface and Middle 5 percentile of baseline
data. (1) Bottom 5 percentile of baseline data |
Surface and Middle 4 mg/L or 1 percentile of
baseline data. (1) Bottom 2 mg/L or 1 percentile of baseline data |
SS in mg/L |
95 percentile of baseline
data or 120% of upstream control
station. (2) |
99 percentile of baseline
data or 130% of upstream control station. (2) |
Turbidity in NTU |
95 percentile of baseline
data or 120% of upstream control
station. [2] |
99 percentile of baseline
data or 130% of upstream control
station. [2] |
pH |
Beyond the range of 6.6
to 8.4 |
Beyond the range of 6.5
to 8.5 |
Notes: (1) For DO, non-compliance occurs when monitoring
results is lower than the limits. (2) For SS and turbidity, non-compliance occurs when monitoring
results is larger than the limits. |
7.10.1
Should non-compliance of the criteria occur, action
in accordance with the Event and Action Plan in Table 7.6 below shall be carried out.
Table 7.6 Event and Action Plan for Water Quality
Event |
|
|||
ET |
IEC |
ER |
Contractor |
|
Action level exceedance for one
sampling day |
1. Inform IEC, Contractor and ER; 2. Check monitoring data, all plant, equipment and Contractor’s
working methods; and 3. Discuss remedial measures with IEC and Contractor and ER. |
1. Discuss with ET, ER and Contractor on the implemented mitigation
measures; 2. Review proposals on remedial measures submitted by Contractor and
advise the ER accordingly; and 3. Review and advise the ET and ER on the effectiveness of the
implemented mitigation measures. |
1. Discuss with IEC, ET and Contractor on the implemented mitigation
measures; 2. Make agreement on the remedial measures to be implemented; 3. Supervise the implementation of agreed remedial measures. |
1. Identify source(s) of impact; 2. Inform the ER and confirm notification of the non-compliance in
writing; 3. Rectify unacceptable
practice; 4. Check all plant and
equipment; 5. Consider changes of working
methods; 6. Discuss with ER, ET and IEC
and purpose remedial measures to IEC and ER; and 7. Implement the agreed
mitigation measures. |
Action level exceedance for more than
one consecutive sampling days |
1. Repeat in-situ measurement on next day of exceedance to confirm
findings; 2. Inform IEC, contractor and ER; 3. Check monitoring data, all plant, equipment and Contractor’s
working methods; 4. Discuss remedial measures with IEC, contractor and ER 5. Ensure remedial measures are
implemented |
1. Discuss with ET, Contractor and ER on the implemented mitigation
measures; 2. Review the proposed remedial measures submitted by Contractor and
advise the ER accordingly; and 3. Review and advise the ET and
ER on the effectiveness of the implemented mitigation measures. |
1. Discuss with ET, IEC and
Contractor on the proposed mitigation measures; 2. Make agreement on the
remedial measures to be implemented; and 3. Discuss with ET, IEC and
Contractor on the effectiveness of the implemented remedial measures. |
1. Identify source(s) of impact; 2. Inform the ER and confirm notification of
the non-compliance in writing; 3. Rectify unacceptable practice; 4. Check all plant and equipment and consider
changes of working methods; 5. Discuss with ET, IEC and ER and submit
proposal of remedial measures to ER and IEC within 3 working days of
notification; and 6. Implement the agreed mitigation measures. |
Limit level exceedance for one
sampling day |
1. Repeat measurement on next
day of exceedance to confirm findings; 2. Inform IEC, contractor, ER
and EPD; 3. Rectify unacceptable
practice; 4. Check monitoring data, all
plant, equipment and Contractor’s working methods; 5. Consider changes of working
methods; 6. Discuss mitigation measures
with IEC, ER and Contractor; and 7. Ensure the agreed remedial
measures are implemented. |
1. Discuss with ET, Contractor
and ER on the implemented mitigation measures; 2. Review the proposed remedial
measures submitted by Contractor and advise the ER accordingly; and 3. Review and advise the ET and ER
on the effectiveness of the implemented mitigation measures. |
1. Discuss with ET, IEC and
Contractor on the implemented remedial measures; 2. Request Contractor to
critically review the working methods; 3. Make agreement on the
remedial measures to be implemented; and 4. Discuss with ET, IEC and
Contractor on the effectiveness of the implemented remedial measures. |
1. Identify source(s) of impact; 2. Inform the ER and confirm notification of
the non-compliance in writing; 3. Rectify unacceptable practice; 4. Check all plant and equipment and consider
changes of working methods; 5. Discuss with ET, IEC and ER and submit
proposal of additional mitigation measures to ER and IEC within 3 working
days of notification; and 6. Implement the agreed remedial measures. |
Limit level being exceeded for more
than one consecutive sampling day |
1. Inform IEC, contractor, ER
and EPD; 2. Check monitoring data, all
plant, equipment and Contractor’s working methods; 3. Discuss mitigation measures
with IEC, ER and Contractor; and 4. Ensure mitigation measures
are implemented; and 5. Increase the monitoring
frequency to daily until no exceedance of Limit Level for two consecutive
days |
1. Discuss with ET, Contractor
and ER on the implemented mitigation measures; 2. Review the proposed remedial
measures submitted by Contractor and advise the ER accordingly; and 3. Review and advise the ET and
ER on the effectiveness of the implemented mitigation measures. |
1. Discuss with ET, IEC and
Contractor on the implemented remedial measures; 2. Request Contractor to
critically review the working methods; 3. Make agreement on the
remedial measures to be implemented; 4. Discuss with ET and IEC on
the effectiveness of the implemented mitigation measures; and 5. Consider and instruct, if
necessary, the Contractor to slow down or to stop all or part of the dredging
activities until no exceedance of Limit level. |
1. Identify source(s) of impact; 2. Inform the ER and confirm notification of
the non-compliance in writing; 3. Rectify unacceptable practice; 4. Check all plant and equipment and consider
changes of working methods; 5. Discuss with ET, IEC and ER and submit
proposal of additional mitigation measures to ER and IEC within 3 working
days of notification; and 6. Implement the agreed remedial measures. 7. As directed by the ER, to slow down or stop
all or part of the dredging activities until no exceedance of Limit level. |
Notes:
ET – Environmental Team
IEC – Independent Environmental Checker
ER – Engineer’s
Representative
7.11.1
Mitigation measures for water quality control have
been recommended in the EIA report. The contractor should be responsible for
the design and implementation of these measures. All the recommended mitigation
measures and designs are detailed in the implementation schedule in Appendix 4.1.
8.1.1
An assessment of potential impacts due to the sewage
arising from the proposed Project has been assessed in Section 7 of the EIA
Report.
Construction Phase
8.2.1
The sewage generated during the construction stage
from the on-site workers will be collected in chemical toilets and disposed of
off-site. Therefore, no sewerage impacts are expected from the site during the
construction phase. As such, environmental monitoring and audit of the sewerage
system is considered not required.
Operation Phase
Contingency
plan for the proposed SPS
8.2.2
In order to avoid the occurrence for emergency
discharges, the design of SPS shall comprise additional provisions, including:
·
Twin
rising mains in case of one of the duty mains be taken out of operation, the
remaining one would still be able to deliver flow;
·
Standby
pumps in case of unexpected breakdown of pumping facilities such that the
standby pumps could take over and function to replace the broken pumps;
·
Dual
electricity supply or backup power supply facilities such as diesel generator
in case of power failure to sustain the function of pumping facilities; and
·
An
emergency storage tank to cater for breakdown and maintenance of duty pump.
8.2.3
In addition, a contingency plan to deal with the
emergency discharge that may occur during the operation of the SPS should
include the following items:
·
Locations
of waterbodies or WSRs in the vicinity of the emergency discharge;
·
A
list of relevant government departments (including name, address, email address
phone and fax number of the key persons) to be informed and their respective
follow up action in the event of emergency discharge, including key contact
person and telephone numbers;
·
A
framework of emergency response and reporting procedures required in the event
of emergency discharges; and
·
Procedures
listing the most effective means in rectifying the breakdown of the SPS in
order to minimise the discharge duration.
8.2.4
In view of the above mitigation measures,
environmental monitoring and audit of the sewage system is considered not
required. The implementation schedule of the relevant mitigation measures is
presented in Appendix
4.1.
9.1.1
The EIA has recommended mitigation measures to
avoid, minimize and compensate identified potential ecological impacts arising
from the proposed project. The implementation of these measures shall be
checked as part of the environmental monitoring and audit (EM&A) programme
during the construction period.
9.2.1
Major ecological mitigation measures and enhancement
planting recommended to be implemented during the construction phase are
summarised below:
a)
Ecological
enhancement by provision of woodland planting
9.2.2
The enhancement planting shall be monitored
throughout the establishment period (i.e. period after the completion of the
planting works of the proposed enhancement planting). According to the preliminary
woodland compensation plan as shown in Appendix 8.6 of EIA report, 3-years
monitoring is proposed and the parameters to be monitored shall include health
condition (good/fair/poor/dead) and survival (%) of the planted trees. The
frequency of the monitoring is proposed to be bi-monthly during the first year
while quarterly for the following years.
9.2.3
The proposed woodland enhancement planting area is
indicated in Figure 9.1.
b)
Transplanting directly affected individuals of Aquilaria
sinensis
9.2.4
According to the ecological impact assessment (Section
8) of the EIA Report, two unavoidably affected individuals of Aquilaria sinensis (including one seedling and one sapling) were
recommended to be preserved by transplanting.
9.2.5
In order to confirm and update the condition of the
affected Aquilaria sinensis in woodland W3, an
update vegetation survey on the species prior to the commencement of the site
clearance works is recommended. The update vegetation survey shall include the
following:
i) Confirm and
update the presence, condition and locations of Aquilaria sinensis;
ii) Identify suitable
receptor site(s) for the plants (according to the current proposal stated in Section
8.8 of the EIA Report, suitable unaffected area in woodland W3 is
recommended). Receptor site recommended in the EIA Report for the transplanting
is indicated in Figure 9.1. Deviation from the proposal shall be fully
justified and agreed with AFCD before commencement);
iii) Propose
implementation and monitoring programme for the transplanting as well as those
temporarily affected individuals.
9.2.6
Qualified ecologist(s) shall be in place to conduct
the monitoring recommended in the update vegetation survey report. The monitoring would be conducted after the
completion of the transplanting. Monthly monitoring for the first year
following transplanting and quarterly for the second year is recommended. The
details will be provided in the update vegetation survey report for AFCD’s
review and prior agreement.
9.2.7
The findings of the update vegetation survey shall
be well presented in the Vegetation Survey Report for AFCD’s review and
agreement; while the subsequent routine monitoring findings shall be properly
reported in the corresponding Monthly EM&A Report.
c)
Ecological Enhancement for the Retained Section of
Stream R1f
9.2.8
Apart from the direct avoidance of 208m semi-natural
stream R1f to preserve the habitat of the crab species of conservation
interest, ecological enhancement is recommended for the retained section onsite
(Figure 9.1). Proposed ecological enhancement includes
reinstatement of the disturbed stream bank by demolition of all artificial
structures and the provision of 6m buffer zone, following by planting of native
plants:
i) To demolish
artificial bank structures and reinstate natural state of stream bank for
reintroduction of riparian vegetation (the demolition works are only undertaken
at sections with modified bank structure. Diagram D1 in Appendix 9.1 indicates the
extent of the recommended works);
ii) To demolish
artificial structures e.g. temporary storage structure/buildings, and paved
grounds inside the 6m buffer zone to allow planting; and
iii) To plant the
recommended native plant species along the reinstated bank and 6m buffer zone.
9.2.9
In order to minimise the disturbance on the habitat
and the crab species, temporary partition along the southern bank of the stream
R1f to be reinstated will be provided to, on the one hand, confine the works
inside the area enclosed by the temporary partition, and on the other hand,
retain the waterflow of R1f to minimise the construction impact on the
ecological and hydrological function of the watercourse. Since the demolition
of modified banks is small scale works which would not require large works
area. The temporary partition is proposed to be set at 1.5m from the southern
bank. Demolition works will only be undertaken within the enclosed area.
9.2.10
Since the stream bed of the onsite R1f is basically
natural, no further reinstatement works is required.
9.2.11
Recommended native plant species for the riparian
planting on the reinstated banks and 6m buffer zone are summarised below:
Species |
Proposed
Coverage (%) |
Stream Bank (approx. 2m wide within the 6m
buffer zone) |
|
Alternanthera sessilis |
25 |
Commelina diffusa |
25 |
Isachne globosa |
10 |
Ludwigia adscendens |
5 |
Microstegium ciliatum |
5 |
Persicaria
hydropiper |
5 |
Rotala rotundifolia |
25 |
Other Area within 6m buffer (approx. 4m in
width) |
|
Bridelia tomentosa |
10 |
Celtis sinensis |
5 |
Cleistocalyx nervosum |
20 |
Ficus hispida |
15 |
Litsea rotundifolia |
15 |
Mallotus paniculatus |
5 |
Microcos
nervosa |
10 |
Schefflera heptaphylla |
20 |
9.2.12
The ecological enhancement works will be an integral
part of the detailed design of the proposed development. Relevant works plans
and the planting plan shall be reviewed by the responsible qualified ecologist.
This qualified ecologist shall be a member of the ET.
9.2.13
A 12-months establishment period shall be provided
after the planting works. Monitoring of the plants once a month is recommended.
Species planted along the bank and buffer zone shall be checked by a qualified
ecologist to ensure correct species are used in accordance with the
recommendation in the EIA. Apart from the species identity, monitoring
parameters shall include the overall survival rate and general health condition
of each species. The monthly monitoring shall be conducted by a qualified
ecologist and provide advice whether necessary actions, such as replacement of
dead plants, removal of invasive species, etc. are required to ensure the
performance of the planting works. The monitoring findings shall be properly
reported in the corresponding monthly EM&A report.
d) Translocation
of affected crab species of conservation interest Cryptopotamon anacoluthon
and Somanniathelphusa zanklon
9.2.14
The enhancement works at R1f will be confined in
areas enclosed by temporary partitions about 1.5m from the bank. Majority of
the original section of R1f to be retained (about 75% of its area) will be
unaffected. During the erection of the temporary partition in the watercourse,
most of the individuals of the two crab species Cryptopotamon anacoluthon
and Somanniathelphusa zanklon
would move away from the works activities to avoid disturbance but, some
individuals would be accidentally moved into the demolition works area.
Translocation of these affected individuals to the unaffected portion of R1f is
therefore recommended.
9.2.15
One locality of Cryptopotamon anacoluthon in
R1f (Figure 9.1) is unavoidably affected by the project due to its
relevant section of the watercourse is unable to be preserved onsite. In order
to minimise the impact on the individuals of this locality, same translocation
practice recommended above is also applicable to this section.
9.2.16
A confirmation survey is recommended to be
undertaken prior to erection of the temporary partition for the ecological
enhancement works for the retained section of stream R1f, which aims to update
the condition of the crab localities identified in the EIA stage, and to confirm
recommended receptor site(s) (the unaffected section along the retained section
of stream R1f is recommended as the preferred receptor site. Other potential
receptor sites for consideration are indicated in Figure 9.1); and to advise
the translocation methodology according to the survey results and
post-translocation monitoring requirements to be agreed with AFCD. The
confirmation findings shall be well presented in a Confirmation Survey
Report (for Cryptopotamon anacoluthon and Somanniathelphusa
zanklon).
9.2.17
It is expected that the translocation practice is to
be conducted by the qualified ecologist at the same day of the completion of
the erection of the temporary partitions along the bank to be reinstated. The
qualified ecologist shall inspect whether individuals of the two crab species
are trapped in the enhancement works area defined by the temporary partitions, and carry out translocation immediately
according the agreed methodology with AFCD stated in the Confirmation Survey
Report (for Cryptopotamon anacoluthon and Somanniathelphusa
zanklon).
9.2.18
Collection permit for target species would be
applied from AFCD prior to commencement of translocation. Direct capture, hand
netting, and baited traps would be applied at the semi-natural stream where the
two crab species would be affected by proposed development. Capture would be
carried out in wet season when the crabs are more active. At least 3 capture
days are proposed, depending on the project programme, site and weather
condition, and number of individuals captured. All captured crabs would be
temporarily stored in containers with stream water with leaves and
over-crowding in the containers should be avoided. They would be translocated
to the finalized receptor site(s) within the same day. The ecological
enhancement works for the retained section of stream R1f shall only be started
when the whole translocation is completed.
9.2.19
A post-translocation monitoring agreed with AFCD
through the Confirmation Survey Report (for Cryptopotamon anacoluthon
and Somanniathelphusa zanklon)
would be carried out by qualified ecologist(s) by the end of wet season
after translocation to assess the recapture rate. The monitoring findings shall
be properly reported in the corresponding monthly EM&A report.
10.1.1
An assessment of potential health hazard to humans
due to exposure of electric field and magnetic field generated by overhead lines
have been assessed in Section 9 of the EIA Report.
10.1.2
Based on the assessment, the strength of the
electric and magnetic fields generated from the 400kV overhead cables are well
below the stipulated guideline limits issued by the ICNIRP in 1998, thus, no
significant impacts arising from construction and operation phases of the
Project on electric field and magnetic field are anticipated. No specific
monitoring programme for electric field and magnetic field is required.
11.1.1
The EIA has recommended EM&A for landscape and
visual mitigation measures to be undertaken during the design, construction and
operational stages of the project. The design, implementation and
maintenance of landscape mitigation measures is a key aspect of this and should
be checked to ensure that they are fully realised and that potential conflicts
between the proposed landscape measures and any other project works and
operational requirements are resolved at the earliest
possible date and without compromise to the intention of the mitigation
measures. In addition, implementation of the mitigation measures recommended by
the EIA will be monitored through the site audit programme.
11.2.2
The landscape and visual mitigation measures
proposed should be incorporated in the detailed landscape and engineering
design. The construction phase mitigation measures should be
implemented as early as possible during construction and should be in place
throughout the entire construction period. Mitigation measures for
the operational phase should be implemented during the detailed design and be
built as part of the construction works so that they are in place on
commissioning of the Project.
11.2.3
All the recommended mitigation measures and designs
are detailed in the implementation schedule in Appendix
4.1.
11.3.1
A RLA of the ET
should monitor all of the landscape and visual mitigation measures undertaken
during the construction phase and throughout establishment period of the
operation phase. Site inspection and audit should be undertaken by the RLA at
least once every two weeks throughout the construction phase and at least once
a month during establishment period. Ad-hoc inspections and audits should also
be carried out in case of tree transplantation, adverse weather where
significant damage to existing trees is anticipated, and when significant
environmental problems are identified. The broad scope of site inspection and
audit is detailed below:
11.3.2
Site audits should be undertaken during the
construction phase of the Project to check that the proposed landscape and
visual mitigation measures are properly implemented and maintained as per their
intended objectives. Site inspections should be undertaken by the ET at least once
every two weeks during the construction period, by a
RLA. Particularly audits should be carried out during site clearance when tree
felling, and transplantation may occur. For all soft landscaping work,
including measures involving trees such as tree transplantation, compensatory
planting and woodland restoration, there should be at least a 12-month
establishment period (however an extended establishment period and audit
mechanism shall be considered where the transplanting of important trees are
involved) and maintenance which will commence once soft landscaping in an area
has been planted. The broad scope of the audit is detailed below.
·
The
extent of the agreed works areas should be regularly checked during the
construction phase. Any trespass by the contractor outside the limit of the
works, including any damage to existing trees and woodland shall be noted and
reported to the ER.
·
The
progress of the engineering works should be regularly reviewed on site to
identify the earliest practical opportunities for the landscape works to be
undertaken.
·
The
tree and shrub transplanting and planting operations.
·
Topsoil
protection and storage operations.
·
All
existing trees and vegetation within the study area which are not directly
affected by the works are retained and protected.
·
The
methods of protecting existing vegetation proposed by the Contractor are
acceptable and enforced.
·
All
landscaping works are carried out in accordance with the specifications.
·
The
newly planted trees, shrubs and grassed areas are properly maintained
throughout the establishment period.
11.4.1
In the event of non-compliance, the responsibilities
of the relevant parties are detailed in the Event/Action plan provided in Table 11.1.
Table 11.1 Event and Action Plan for Landscape and Visual
Event |
Action |
|||
ET |
IEC |
ER |
Contractor |
|
Design
Check |
1.
Check final design conforms to the requirements of EP and prepare report. |
1. Check report. 2. Recommend remedial design if necessary. |
1.
Undertake remedial design if necessary. |
- |
Non-conformity
on one occasion |
1. Inform the IEC, ER and the Contractor 2. Discuss remedial actions with IEC, ER and
Contractor 3. Monitor remedial actions until rectification
has been completed |
1. Check inspection report. 2. Check Contractor’s working method 3. Discuss with ET, ER and Contractor on possible remedial measures. 4. Advise ER on effective of proposed remedial measures. 5. Check implementation of remedial measures |
1. Confirm receipt of notification of
non-conformity in writing 2. Review and agree on the remedial measures
proposed by the Contractor 3. Ensure remedial measures are properly
implemented |
1. Identify source and
investigate the non-conformity 2. Amend working methods agreed with ER as
appropriate 3. Rectify damage and undertake any necessary
replacement |
Repeated
Non-conformity |
1. Identify sources 2. Inform the Contractor, IEC and ER 3. Discuss inspection frequency 4. Discuss remedial actions with IEC, ER and
Contractor 5. Monitor remedial actions until rectification
has been completed 6. If non-conformity stops, cease additional
monitoring |
1. Check inspection report 2. Check Contractor’s working method 3. Discuss with ET, ER and Contractor on possible
remedial measures 4. Advise ER on effectiveness of proposed
remedial measures |
1. Notify the Contractor 1. In consultation with the ET and IEC, agree
with the Contractor on the remedial measures to be implemented 2. Supervise implementation of remedial measures |
1. Identify source and investigate the
non-conformity 2. Amend working methods agreed with ER as appropriate 3. Rectify damage and undertake any necessary replacement. Stop
relevant portion of works as determined by ER until the non-conformity is
abated. |
12.1.1
The quantity and timing for the generation of waste
during the construction phase have been estimated. Measures including the opportunity for
on-site sorting, reusing excavated materials 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.
12.2.1
Regular audits and site inspections should be
carried out during construction phase by the ET to ensure that the recommended
good site practices and other recommended mitigation measures are properly
implemented by the Contractor. The
audits should concern all aspects of on-site waste management practices
including waste generation, storage, recycling, transport and disposal. Apart from site inspection, documents
including licences, permits, disposal and recycling records should be reviewed
and audited for compliance with the legislation and contract requirements.
12.2.2
The requirements of the environmental audit
programme are set out in Section 14.2.6 of this Manual. The audit programme will verify the
implementation status and evaluate the effectiveness of the mitigation
measures.
12.3.1
Mitigation measures for waste management recommended
in the EIA Report should form the basis of the Waste Management Plan (WMP) to
be developed by the Contractor in the construction stage. Appendix 4.1 provides the
implementation schedule of the recommended mitigation measures during
construction and operation phases.
12.3.2
Waste generated during the construction activities
should be audited regularly by the ET to determine if waste is being managed in
accordance with approved procedures and the site WMP. The audit should look at
all aspects of on-site waste management practices including waste generation,
storage, recycling, transport and disposal. Apart from site inspection,
documents including licences, permits, disposal and recycling records should be
reviewed and audited for compliance with the legislations and contract
requirements. In addition, the routine site inspections should check the
implementation of the recommended good site practices, waste reduction
measures, and other waste management mitigation measures.
12.3.3
With the appropriate handling, storage and removal
of waste arisings during the construction and operation of the Project, the
potential to cause adverse environmental impacts would be minimized. During the
site inspections, the ET shall pay special attention to the issues relating to
waste management and check whether the Contractor has implemented the recommended
good site practices, waste reduction measures and other mitigation measures.
13.1.1
The EIA report has reviewed the potential
contaminated land uses associated with the Project, within the land
contamination assessment area and the potential impacts on the future land
uses.
13.2.1
The land contamination assessment examined the potential contaminative
land use within the assessment area and their potential impacts to future land
use. The potentially
contaminated sites could not be accessed to assess the site conditions by site
walkover, at the time of reporting. As the identified potentially
contaminated sites are still in operation and the development will only commence in stages
from 2025 to
2033, and there
may be change in land use prior to development within both the potentially
contaminated and non-contaminated sites, it is recommended to conduct further
works. This would include site re-appraisal, SI works as well as submission of
supplementary Contamination Assessment Plan(s), Contamination Assessment
Report(s) and Remediation Action Plan(s) (RAP(s)) for the EPD approval after
the sites are handed over to Project Proponent for development. If contaminated soil and/or
groundwater were identified, remediation should be carried out according to
EPD’s approved RAP(s) and Remediation Report(s) (RR(s)) should be submitted to
EPD for agreement after completion of the remediation works. No development
works shall be commenced prior to EPD’s agreement of the RR(s).
13.2.2
Remediation works, if necessary, would be carried
out at the contaminated sites identified in the future contamination assessment
as detailed in Section 12 of the EIA Report during construction. Mitigation
measures as outlined in the future RAP approved by EPD should be implemented to
throughout the remediation works (Appendix
4.1). The EM&A requirements
should be carried out in the form of regular site inspection to ensure the
recommended mitigation measures are properly implemented and findings of the
audit should be reported in the EM&A reports.
13.2.3
Given that any contaminated soil/ groundwater would
be remediated prior to the development, there is no land contamination issue
anticipated in the operation phase. As such, EM&A during operation phase
for land contamination is not considered necessary.
14.1.1
The cultural heritage impact assessment includes
both built heritage and archaeology. No mitigation will be required based for
built heritage, but it is anticipated that potential archaeology will be
affected by the proposed development.
The extent both laterally and significance of the potential archaeology
needs to be established in an archaeological field survey prior to the
construction phase. Mitigation such as
rescue excavation or archaeological monitoring programmes may be required after
the archaeological field survey results are known.
Built Heritage
14.2.1
There are no monitoring or audit requirements for
built heritage for both construction and operation phases.
Terrestrial Archaeology
Construction Phase
14.2.2
An archaeological field survey in the identified area
of archaeological potential (AREA 2) cannot be conducted at this stage as the
area is currently in use by light industrial activities and structures. It is
marked on Figure 14.1. The archaeological field survey should be
undertaken prior to the construction phase but after resumption of the land and
clearance of the structures in the northern part of AREA 2. The methodology should include field walking,
auger testing and text pit excavations. The recommended archaeological field
survey scope within this report may have to be reviewed after the resumption of
the area and clearance of the structures and is subject to agreement with
AMO. Mitigation may be required for this
area after the results of the archaeological field survey are known.
14.2.3
The archaeological field survey should be undertaken
by a qualified and licenced archaeologist (under Cap.53). The licencing process includes the drafting
of an Archaeological Action Plan to the satisfaction of AMO and submission of
Licence application by the archaeologist.
The process may require 2-3 months.
AMO, subject to their discretion, may audit the archaeological field
investigation works.
14.2.4
Depending on the results of the archaeological field
survey, further works may be necessary prior to construction phase. Further
works may include rescue excavation prior to the commencement of construction
works or archaeological watching brief in the course of construction phase. The
implementation, scope and methodology of further mitigation works needs to be
agreed in the Archaeological Field Survey Report with AMO and implemented at
the appropriate stage by a licenced archaeologist.
14.2.5
For development areas identified
with low or no archaeological potential in the Project Site, it is
advised that precautionary measure be in place in case of discovery of
antiquities or supposed antiquities in the course of the construction
works. It is recommended therefore that
AMO be notified in the in case of discovery of antiquities or supposed
antiquities and works be halted until the significance of the findings can be
established and necessity of follow up works, if necessary, can be confirmed.
Operation Phase
14.2.6
No adverse impact is anticipated for terrestrial
archaeology and thus no further action or mitigation is required during the
operation phase.
15.1.1
Site inspection provides a direct means to initiate
and enforce specified environmental protection and pollution control
measures. 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. Site inspection is one of the most effective tools to
enforce the environmental protection requirements at the works area.
15.1.2
The ET shall be responsible for formulating the
environmental site inspection programme as well as the deficiency and action
reporting system, and for carrying out the site inspections. The proposal for
rectification, if any, should be prepared and submitted to the ET Leader and
IEC by the Contractor.
15.1.3
Regular site inspections shall be carried out and
led by the ER and attended by the Contractor and ET at least once per week
during the construction phase. 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 construction site activities of the Project. The
ET shall make reference to the following information
in conducting the inspection. During the inspection, the following
information should be referred to:
a) EIA Report
recommendations on environmental protection and pollution control mitigation
measures;
b) works progress
and programme;
c) individual works
methodology proposals (which shall include the proposal on associated pollution
control measures);
d) contract
specifications on environmental protection;
e) relevant
environmental protection and pollution control legislations; and
f) previous site
inspection results.
15.1.4
The Contractor shall keep the ER and ET Leader
updated with all relevant environmental related information on the construction
contract necessary for him to carry out the site inspections. Site
inspection results and associated recommendations for improvements to the
environmental protection and pollution control efforts should be recorded and
followed up by the Contractor in an agreed time-frame. 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, to report on any remedial measures subsequent to the site
inspections.
15.1.5
The ER, ET and the Contractor should also carry out
ad-hoc site inspections if significant environmental problems are identified.
Inspections may also be required subsequent to receipt of a valid environmental
complaint, or as part of the investigation work, as specified in the Event
and Action Plan for the EM&A programme.
15.2.1
There are statutory requirements on environmental
protection and pollution control requirements with which construction
activities must comply.
15.2.2
In order to ensure the works
comply with corresponding requirements, all method statements of works should
be submitted by the Contractor to the ER for approval and to the ET Leader to
ensure sufficient environmental protection and pollution control measures have
been included. The Environmental Mitigation Implementation schedule
(EMIS) is summarised in Appendix
4.1. Any proposed changes to the mitigation measures shall be
certified by the ET Leader and verified by the IEC as conforming to the
relevant information and recommendations contained in the EIA Report.
15.2.3
The ER and ET shall also review the progress and
programme of the works to check that relevant environmental legislations have
not been violated, and that any foreseeable potential for violating laws can be
prevented.
15.2.4
The Contractor should provide the update of the
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, method statements, any application letters for different
licences/permits under the environmental protection laws, and copies of all
valid licences/permits. The site diary and environmental records shall also be
available for inspection by the relevant parties.
15.2.5
After reviewing the document, the ET shall advise
the IEC and Contractor of any non-compliance with legislative requirements on
environmental protection and pollution control so that they can timely take
follow-up actions as appropriate. If the follow-up actions may still
result in potential violation of environmental protection and pollution control
requirements, the ER and ET should provide further advice to the Contractor to
take remedial action to resolve the problem.
15.2.6
Upon receipt of the advice, the Contractor shall
undertake immediate actions to correct the situation. The ER and ET
shall follow up to ensure that appropriate action has been taken in order to
satisfy legal requirements.
15.3
Choice
of Construction Method
15.3.1
At times during the construction phase the
Contractor may submit method statements for various aspects of
construction. This state of affairs would only apply
to those construction methods that the EIA has not imposed conditions while for
construction methods that have been assessed in the EIA, the Contractor is
bound to follow the requirements and recommendations in the EIA Study. The
Contractor’s options for alternative construction methods may introduce adverse
environmental impacts into the Project. It is the responsibility of
the Contractor and ET, in accordance with established standards, guidelines and
EIA Study recommendations and requirements, to review and determine the
adequacy of the environmental protection and pollution control measures in the
Contractor’s proposal in order to ensure no unacceptable impacts would
result. To achieve this end, the ET shall provide a copy of the Proactive Environmental
Protection Proforma as shown in Appendix
15.1 to the IEC for approval. The IEC should audit the review of
the construction method and endorse the proposal on the basis
of no adverse environmental impacts.
15.4.1
The following procedures should be undertaken upon
receipt of any environmental complaint:
·
The
Contractor to log complaint and date of receipt onto the complaint database and
inform the ER, ET and IEC immediately;
·
The
Contractor to investigate, with the ER and ET, the complaint to determine its
validity, and assess whether the source of the problem is due to construction
works of the Project with the support of additional monitoring frequency and
stations, if necessary;
·
The
Contractor to identify remedial measures in consultation with the IEC, ET and
ER if a complaint is valid and due to the construction works of the Project;
·
The
Contractor to implement the remedial measures as required by the ER and to
agree with the ET and IEC any additional monitoring frequency and stations,
where necessary, for checking the effectiveness of the remedial measures;
·
The
ER, ET and IEC to review the effectiveness of the Contractor's remedial
measures and the updated situation;
·
The
ET to undertake additional monitoring and audit to verify the situation if
necessary, and oversee that circumstances leading to the complaint do not
recur;
·
If
the complaint is referred by the EPD, the Contractor to prepare interim report
on the status of the complaint investigation and follow-up actions stipulated
above, including the details of the remedial measures and additional monitoring
identified or already taken, for submission to EPD within the time frame
assigned by the EPD; and
·
The
ET to record the details of the complaint, results of the investigation,
subsequent actions taken to address the complaint and updated situation
including the effectiveness of the remedial measures, supported by regular and
additional monitoring results in the monthly EM&A reports.
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, noise and water quality monitoring data to be
submitted shall be separately agreed.
16.1.2
The ET is responsible for establishing and
maintaining a dedicated website throughout the entire construction period for
publishing all the relevant environmental monitoring data (including but not
limited to the baseline and impact monitoring). The ET shall propose the
format and functionality of the website for agreement with the ER and IEC prior
to publishing of data. 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.
16.1.3
Types of reports that the ET shall prepare and
submit include baseline monitoring report, monthly EM&A report and final EM&A
review report. In accordance with Annex 21 of the EIAO-TM, a copy of
the monthly and final review EM&A reports shall be made available to the
Director of Environmental Protection.
16.2
Baseline
Monitoring Report
16.2.1
The baseline monitoring report shall include at
least the following:
i.
Up to half a page executive summary;
ii.
brief project background information;
iii.
drawings showing locations of the baseline
monitoring stations;
iv.
monitoring results (in both hard and diskette
copies) together with the following information:
·
monitoring methodology;
·
name of laboratory and types of equipment used and
calibration details;
·
parameters monitored;
·
monitoring locations;
·
monitoring date, time, frequency and duration; and
·
quality assurance (QA)/quality control (QC) results and
detection limits;
v.
details of influencing factors, including;
·
major activities, if any, being carried out on the
site during the period;
·
weather conditions during the period; and
·
other factors which might affect monitoring results;
vi.
determination of the Action and Limit Levels for
each monitoring parameter and statistical analysis of the baseline data;
vii.
revisions for inclusion in the EM&A Manual; and
viii.
comments, recommendations and conclusions.
16.3
Monthly
Monitoring Report
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 and endorsed by the IEC.
The EM&A report shall be prepared and submitted to EPD within 10 working
days of the end of each reporting month, with the first report due the month
after construction commences. Copies of
each monthly EM&A report shall be submitted to the following parties: the
IEC, the ER and EPD. Before submission
of the first EM&A report, the ET 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 should prepare and submit a Baseline
Environmental Monitoring Report at least one month before commencement of
construction of the Project. Copies of the Baseline Environmental
Monitoring Report should be submitted to the IEC, ER and EPD. The ET
should liaise with the relevant parties on the exact number of copies require.
16.3.3
The ET 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
16.3.4
The first monthly EM&A report shall include at
least the following:
i.
Executive summary (1-2 pages);
·
breaches of Action and Limit levels;
·
complaint log;
·
notifications of any summons and successful
prosecutions;
·
reporting changes; and
·
future key issues.
ii.
Basic project information:
·
project organization including key personnel contact
names and telephone numbers;
·
programme;
·
management structure; and
·
works undertaken during the month.
iii.
Environmental status
·
advice on the status of statutory environmental
compliance such as the status of compliance with the environmental permit (EP)
conditions under the EIA Ordinance, submission status under the EP and
implementation status of mitigation measures;
·
works undertaken during the month with illustrations
(such as location of works, daily excavation rate, etc.); and
·
drawings showing the project area, any environmental
sensitive receivers and the locations of the monitoring and control stations
(with co-ordinates of the monitoring locations).
iv.
A brief summary of EM&A requirements including;
·
all monitoring parameters;
·
environmental quality performance limits (Action and
Limit levels);
·
Event-Action Plans;
·
environmental mitigation measures, as recommended in
the project EIA Study final report; and
·
environmental requirements in contract documents.
v.
Implementation status
·
advice on the implementation status of environmental
protection and pollution control / mitigation measures, as recommended in the
project EIA Report.
vi.
Monitoring result (in both hard and diskette copies)
together with the following information:
·
monitoring methodology;
·
name of laboratory and types of equipment used and
calibration details;
·
monitoring parameters;
·
monitoring locations;
·
monitoring date, time, frequency, and duration;
·
weather conditions during the period;
·
any other factors which might affect the monitoring
results; and
·
QA / QC results and detection limits.
vii.
Reporting on non-compliance, complaints, and
notifications of summons and successful prosecutions:
·
record of all non-compliance (exceedances) of the
environmental quality performance limits (Action and Limit levels);
·
record of all complaints received (written or
verbal) for each media, including locations and nature of complaints
investigation, liaison and consultation undertaken, actions and follow-up
procedures taken, results and summary;
·
record of all notification of summons and successful
prosecutions for breaches of current environmental protection / pollution
control legislation, including locations and nature of the breaches,
investigation, follow-up actions taken, results and summary;
·
review of the reasons for and the implications of
non-compliances, complaints, summons and prosecutions including review of
pollution sources and working procedures; and
·
description of the actions taken in the event of
non-compliance and deficiency reporting and any follow-up procedures related to
earlier non-compliance.
viii.
Others
·
an account of the future key issues as reviewed from
the works programme and work method statements;
·
advice on the solid and liquid waste management
status;
·
record of any project changes from the originally
proposed as described in the EIA (e.g. construction methods, mitigation
proposals, design changes, etc.); and
·
comments (for examples, effectiveness and
efficiency of the mitigation measures), recommendations (for examples, any
improvement in the EM&A programme) and conclusions.
Subsequent monthly EM&A
Report
16.3.5
Subsequent monthly EM&A report shall include at
least the following:
i.
Executive summary (1-2 pages);
·
breaches of Action and Limit levels;
·
complaint log;
·
notifications of any summons and successful
prosecutions;
·
reporting changes; and
·
future key issues.
ii.
Basic project information:
·
project organization including key personnel contact
names and telephone numbers;
·
programme;
·
management structure;
·
works undertaken during the month; and
·
any updates as needed to the scope of works and
construction methodologies.
iii.
Environmental status
·
advice on the status of statutory environmental
compliance such as the status of compliance with the environmental permit (EP)
conditions under the EIA Ordinance, submission status under the EP and
implementation status of mitigation measures;
·
works undertaken during the month with illustrations
(such as location of works, daily excavation rate, etc.); and
·
drawings showing the project area, any environmental
sensitive receivers and the locations of the monitoring and control stations.
iv.
Implementation status
·
advice on the implementation status of environmental
protection and pollution control/mitigation measures, as recommended in the
project EIA Report.
v.
Monitoring result (in both hard and diskette copies)
together with the following information:
·
monitoring methodology;
·
name of laboratory and types of equipment used and
calibration details;
·
monitoring parameters;
·
monitoring locations;
·
monitoring date, time, frequency, and duration;
·
weather conditions during the period;
·
any other factors which might affect the monitoring
results; and
·
QA / QC results and detection limits.
vi.
Reporting on non-compliance, complaints, and
notifications of summons and successful prosecutions:
·
record of all non-compliance (exceedances) of the
environmental quality performance limits (Action and Limit levels);
·
record of all complaints received (written or
verbal) for each media, including locations and nature of complaints
investigation, liaison and consultation undertaken, actions and follow-up
procedures taken, results and summary;
·
record of all notification of summons and successful
prosecutions for breaches of current environmental protection / pollution
control legislation, including locations and nature of the breaches,
investigation, follow-up actions taken, results and summary;
·
review of the reasons for and the implications of
non-compliances, complaints, summons and prosecutions including review of
pollution sources and working procedures; and
·
description of the actions taken in the event of
non-compliance and deficiency reporting and any follow-up procedures related to
earlier non-compliance.
vii.
Others
·
an account of the future key issues as reviewed from
the works programme and work method statements;
·
advice on the solid and liquid waste management
status;
·
record of any project changes from the originally
proposed as described in the EIA (e.g. construction methods, mitigation
proposals, design changes, etc.); and
·
comments (for examples, effectiveness and
efficiency of the mitigation measures), recommendations (for examples, any
improvement in the EM&A programme) and conclusions.
viii.
Appendices
·
Action and Limit levels;
·
graphical plots of trends of the monitoring
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.
·
monitoring schedule for the present and next
reporting period;
·
cumulative statistics on complaints, notifications
of summons and successful prosecutions; and
·
outstanding issues and deficiencies.
16.4
Final
EM&A Review Reports
General
16.4.1
The EM&A programme for construction stage should
be terminated upon the completion of the construction activities, while the
EM&A programme for operation stage should be terminated upon the completion
of operation monitoring.
16.4.2
The proposed termination should only be implemented
after the proposal has been endorsed by the IEC, the Engineer and the Project
Proponent followed by approval from the Director of Environmental Protection.
Final
EM&A Review Report for Construction Stage
16.4.3
The final EM&A review report for construction
stage (to be submitted after completion of construction activities) should
contain at least the following information:
i.
Executive summary (1-2 pages):
ii.
Drawings showing the project area, any environmental
sensitive receivers and the locations of the monitoring and control stations;
iii.
Basic project information including a synopsis of
the project organization, contacts of key management, and a synopsis of work
undertaken during the course of the project or past
twelve months;
iv.
A brief summary of EM&A requirements including:
·
environmental mitigation measures for construction
stage, as recommended in the project EIA Report;
·
environmental impact hypotheses tested;
·
environmental quality performance limits (Action and
Limit levels);
·
all monitoring parameters;
·
Event and Action Plans;
v.
A summary of the implementation status of
environmental protection and pollution control/mitigation measures for
construction stage, as recommended in the project EIA Report and summarized in
the updated implementation schedule;
vi.
Graphical plots and the statistical analysis of the
trends of monitoring parameters over the course of the project, including:
·
the major activities being carried out on site
during the period;
·
weather conditions during the period; and
·
any other factors which might affect the monitoring
results;
vii.
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.
A summary record of all complaints received (written
or verbal) for each media, liaison and consultation undertaken, actions and
follow-up actions taken and results;
xi.
A review of the validity of EIA predictions for
construction stage and identification of shortcomings in EIA recommendations;
xii.
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 for
construction stage); and
xiii.
Recommendations and conclusions (for example, a
review of success of the overall EM&A programme for construction stage to
cost-effectively identify deterioration and to initiate prompt
effective mitigatory action when necessary).
Final
EM&A Review Report for Construction Stage
16.4.4
The final EM&A review report for operation stage
(to be submitted after completion of operation monitoring) should contain at
least the following information:
i.
Executive summary (1-2 pages):
ii.
Drawings showing the project area, any environmental
sensitive receivers and the locations of the monitoring and control stations;
iii.
Basic project information including a synopsis of
the project organization, contacts of key management, and a synopsis of work
undertaken during the course of the project or past
twelve months;
iv.
A brief summary of EM&A requirements including:
·
environmental mitigation measures for construction
stage, as recommended in the project EIA Report;
·
environmental impact hypotheses tested;
·
environmental quality performance limits (Action and
Limit levels);
·
all monitoring parameters;
·
Event and Action Plans;
v.
A summary of the implementation status of environmental
protection and pollution control/mitigation measures for operation stage, as
recommended in the project EIA Report and summarized in the updated
implementation schedule;
vi.
Graphical plots and the statistical analysis of the
trends of monitoring parameters over the course of the project, including:
·
the major activities being carried out on site
during the period;
·
weather conditions during the period; and
·
any other factors which might affect the monitoring
results;
vii.
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.
A summary record of all complaints received (written
or verbal) for each media, liaison and consultation undertaken, actions and
follow-up actions taken and results;
xi.
A review of the validity of EIA predictions for operation
stage and identification of shortcomings in EIA recommendations;
xii.
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 for
operation stage); and
xiii.
Recommendations and conclusions (for example, a
review of success of the overall EM&A programme for oeprational
stage to cost-effectively identify deterioration and to initiate prompt
effective mitigatory action when necessary).
16.5.1
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 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 and one year following completion of
the operation phase monitoring for construction phase EM&A and operational
EM&A respectively.
16.6
Interim
Notifications of Environmental Quality Limit Exceedances
16.6.1
With reference to the Event and Action Plans, when
the environmental quality performance limits are exceeded and if they are
proven to be valid, the ET should immediately notify the IEC and EPD, as
appropriate. The notification should be followed up with advice to the 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 notification is presented in Appendix 16.1.
END OF TEXT