JKR
STANDARD
JKR/SIRIM 3:2020
ICS: 91.020; 13.020
Environmental protection and
enhancement works for projects
© Copyright 2020
Jabatan Kerja Raya &
SIRIM Berhad
JKR
Jabatan Kerja Raya (JKR) Malaysia is a federal government department in Malaysia under Ministry of
Works Malaysia which is responsible for construction and maintenance of public infrastructure in
Malaysia such as roads, government buildings, schools, hospitals, airports, harbors, piers and related
engineering works.
JKR Malaysia vision is to become a world-class service provider and centre of excellence in asset
management, project management and engineering services for the development of the nation’s
infrastructure through creative and innovative human capital and state-of-the-art technology.
SIRIM
SIRIM Berhad is a premier total solutions provider in quality and technology innovations that helps
industries and businesses to compete better through every step of the business value chain.
SIRIM Berhad is the centre of excellence in standardisation, facilitating industries and businesses in
enhancing their production and competitiveness, protecting consumers’ health and safety, and giving
them the choice for quality products and services.
JKR STANDARD
JKR Standard is developed according to SIRIM standardisation procedures, which are in line with
international practices that ensure appropriate notification of work programmes and participation of
interested parties. As a standards development organisation, SIRIM Berhad has extensive expertise in
standards research and consultancy which helps industries and businesses meet local and international
requirements and practices.
JKR Standard is developed from JKR Malaysia initiatives as a technical advisory in infrastructure
development for the Government of Malaysia through collaboration with SIRIM which provides
requirements, specifications, guidelines or characteristics that can be used to ensure that materials,
products, processes and services are fit for their purpose.
JKR Standard is developed through consensus by established committee, which consists of experts in
the subject matter. The use of this standard is voluntary, and it is open for adoption by regulators,
government agencies, associations, industries, professional bodies, etc.
© Copyright 2018
For further info or enquiries on JKR Standard, please contact:
Standards Department
SIRIM STS Sdn Bhd
1, Persiaran Dato’ Menteri
Section 2, P.O. Box 7035
40700 Shah Alam
Selangor Darul Ehsan
Tel: 60 3 5544 6314/6909
Fax: 60 3 5510 8830
Email: stdsd@sirim.my
http://www.sirimsts.my
OR
Cawangan Alam Sekitar & Kecekapan Tenaga
Jabatan Kerja Raya Malaysia
Tingkat 23, Menara PJD
No. 50, Jalan Tun Razak
50400, Wilayah Persekutuan
Kuala Lumpur
Tel: 60 3 2618 7701
Fax: 60 3 4041 1988
Website: www.jkr.gov.my
JKR/SIRIM 3:2020
Contents
Page
Foreword............................................................................................................................... iI
0
Introduction ............................................................................................................. 1
1
Scope ...................................................................................................................... 1
2
Normative references .............................................................................................. 1
3
Terms and definitions .............................................................................................. 2
4
General requirements .............................................................................................. 9
4.1
Non-physical works ............................................................................................... 10
4.2
Physical works ...................................................................................................... 32
5
Roles and responsibility......................................................................................... 48
Annex A
Normative references........................................................................................ 53
Annex B
Examples of Bills of Quantities (BQ) for environmental protection works .......... 56
Annex C
Method of measurement for environmental protection works ............................ 69
Annex D
Contractual requirements ................................................................................. 96
Annex E
Standard report format for Environmental Management Plan (EMP),
Environmental Monitoring Report (EMR), Environmental Audit Report (EAR),
Environmental Close Audit Report (ECAR) and Construction Waste Management
Plan (CWMP) .................................................................................................. 105
Annex F
Examples of Best Management Practices (BMPs) .......................................... 119
Annex G
Drawing for environmental protection works ................................................... 135
Annex H
Malaysia marine, national water quality, national lake water and ground water
quality criteria and standards .......................................................................... 150
Bibliography ...................................................................................................................... 158
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Foreword
This standard was developed by the Project Committee on Environmental Protection and Enhancement
Works for Projects established by SIRIM Berhad.
This standard was developed with the following objectives:
a) to provide a systematic and structured assessment system for environmental protection measures
and incorporated in the preparation of tender document;
b) to provide comprehensive document in accordance with the current technical requirements
incorporating latest environmental protection, mitigation and enhancement for a project;
c) to educate and create awareness among the stakeholders on environmental protection.
This standard will be subjected to review to reflect current needs and conditions. Users and other
interested parties may submit comments on the contents of this standard for consideration into future
versions.
Compliance with this standard does not by itself grant immunity from legal obligations.
ii
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JKR/SIRIM 3:2020
Environmental protection and enhancement works for projects
0.
Introduction
In line with the environmental policy of Jabatan Kerja Raya Malaysia which is committed to
ensure the implementation of government projects with emphasis on the importance of
environmental protection as well as legal and regulatory compliance, efforts to improve
environmental management during project implementation is prioritised. A comprehensive
environmental management and effective environmental protection and conservation
efforts during the implementation of construction projects are very crucial in delivering a
project that can be completed and meets the quality, time and cost set by the client, meet
the satisfaction of all stakeholders involved and at the same time ensure that the overall
project is conducted in the most sustainable manner.
To ensure that the projects are managed in environmental and sustainable manner, specific
requirements, guided by the requirements in National Policy on Environment, National
Physical Plan and the Environmental Quality Act 1974, are identified and incorporated in
the preparation of the tender document and subsequently implemented during the planning,
design, procurement and construction stages of the project.
This standard is developed to provide a comprehensive guide to prepare tender documents
from the planning, design and construction phases of projects in accordance with technical
requirements incorporating the latest environmental protection, mitigation and
enhancement measures. This standard incorporates the current technical requirements
such as policies, legislation and needs of other various external technical agencies that
have been identified as stakeholders of construction projects in Malaysia. This standard
provides pictorial guidance and standard drawings for best management practices based
on current needs.
1.
Scope
This standard provides requirement and comprehensive guide on environmental
management that covers planning, design, procurement, construction and handing over of
projects for roads, building, marine structure (coastal), airports and railways.
This standard provides guidance and standard drawings for Best Management Practices
(BMPs) based on current needs.
This standard is applicable to both conventional and design and build projects.
2.
Normative references
Refer to Annex A.
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3.
Terms and definitions
For the purposes of this standard, the following terms and definitions apply.
3.1
Environmental Compliance Report (ECR)
Document on periodic monitoring of mitigation measures and monitoring programme as
stipulated in PMM and EIA Agreement of Environment Conditions implemented by the
project proponent.
NOTE. For projects approved by EPD Sabah, only ECR is prepared and submitted in accordance
with the approved schedule.
3.2
3.2.1
Environmental Impact Assessment (EIA)
For Peninsular Malaysia, including Federal Territories
Study to identify, predict, evaluate and communicate information about the impacts on the
environment of a proposed project and to detail out the mitigating measures prior to project
approval and implementation (refer on Appendix 6 EGIM).
[SOURCE: Department of Environmental Malaysia]
3.2.2
For Sabah
Detailed assessment in quantitative terms wherever possible, and in qualitative terms of:
a)
the likely environmental impacts of a development activity; and
b)
the measures required to prevent, mitigate or abate any adverse environmental
impacts, or to protect the environment.
NOTE. The prescribed activities requiring EIA are normally of high magnitude in terms of area and
sensitivity, and thus require detailed assessment study to predict the potential impacts and to
formulate practical, realistic and effective mitigation measures and monitoring programme.
[SOURCE: Environment Protection Enactment 2002 Environment Protection (Prescribed Activities)
(Environmental Impact Assessment) Order 2005]
3.2.3
For Sarawak
Project planning tool to ensure the impacts of a proposed project, be it positive or negative,
is evaluated and the mitigating measures are identified and recommended.
3.3
3.3.1
Environmental Management Plan (EMP)
For EIA
Document that translates the pollution prevention and mitigation measures (P2M2s)
recommended in the EIA Report and the approval conditions (CoAs) into action.
[SOURCE: EGIM 2016]
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3.3.2
For non-EIA
Documentation of administrative environmental management and coordination procedures
for on-site management for projects cost above RM20 million including earthworks, or
project sites located in Environmentally Sensitive Areas (ESA) identified by relevant state
authority.
3.4
Environmentally Sensitive Area (ESA)
3.4.1
Environmentally Sensitive Area (ESA)
Special areas that are very sensitive to any changes in the ecosystem as a result of natural
processes or activities in or around the area, either directly or indirectly.
NOTES:
1. The ESA’s sensitivity level is based on three inter-related elements, namely the risk of natural
disasters, the value of life support services, and the area’s heritage value.
2.
ESA Framework for Peninsular Malaysia is as below:
LEVEL 1
a)
Environmentally Sensitive Area
Existing and proposed Protected Areas (PA)
Management criteria
Development, farming or logging is not allowed except
for eco-tourism, research and education.
b)
Threatened habitats outside PA:
•
Turtle landing sites, seaweed beds, coral
reefs, limestone outcrops, quartz ridges and
migratory bird stopover sites
•
Existing and proposed catchments areas
•
c)
•
d)
Areas above 1 000 m contour
•
•
•
•
•
•
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Threatened habitats outside PA should be
identified in the State Structure Plan and Local
Plans.
A management plan should be provided with the
habitats identified and gazetted.
Infrastructure facilities other than dam infrastrucure
are not permitted.
Logging and agricultural or activities are not
permitted.
New urban and agricultural development in the
highlands is only permitted in the two Special
Management Area (SMAs), namely:
i. Cameron Highlands-Kinta-Lojing; and
ii. Genting Highlands-Bukit Tinggi-Janda Baik
For these two SMAs, new agricultural development
is only allowed outside of forest reserves and water
catchment areas.
New development is not permitted in Fraser’s Hill
SMA.
Existing development complies with the strategies
and guidelines outlined in Fraser’s Hill
Development Coordination Study.
For highland areas that have been developed,
controls are implemented through the provision of
Special Area Plan (SAP).
All construction and agricultural activities in areas
of more than 1 000 m contour fully comply with the
existng and future rules and guidelines.
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LEVEL 2
a)
Environmentally Sensitive Area
All forests and wetlands outside of PA
•
•
b)
Areas of peat soil, soft soil, sinkholes and
former underground mines
•
•
c)
A 500 m buffer zone around ESA Level 1
•
•
d)
Areas between 300 m and 1 000 m contour
•
•
Management criteria
Development or agriculture is not allowed.
Sustainable logging and low-impact eco-tourism
are permitted, subject to local constraints.
Sustainable logging activities emphasised in the
monitoring and enforcement.
Mapping of this area in the State Structure Plan
and Local Plan.
A feasibility study is conducted before the site is
developed.
The 500 m buffer zone is modified if there is an
existing or committed development, but control is
provided according to the characteristics of the
area.
Land use inventory is carried out at the Local Plan
level where the buffer zone boundaries are
updated taking into account:
i) the existing development (industrial and
agricultural areas, settlements, etc);
ii) the committed development; and
iii) planning for the construction of critical
infrastructure such as highways, railways,
electricity transmission lines, etc.
All construction and agricultural activities in this
area fully comply with existing and future rules and
guidelines.
The areas are identified, mapped and detailed in
the State Structure Plan and Local Plan.
LEVEL 3
a)
Environmentally Sensitive Area
500 m buffer zone around Level 2 ESA
b)
Water catchments area
groundwater recharge zones
c)
Areas of 150 m to 300 m contour
All development and agricultural activities in the areas
between 150 m to 300 m contour fully comply with
existing and future rules and guidelines.
d)
Islands and marine parks
All development at islands and marine parks fully
comply with existing and future rules and guidelines,
such as Sabah Islands Management Plan (SIMP).
e)
Coastal areas
All coastal development fully comply with Rancangan
Fizikal Zon Persisiran Pantai Negara (NCZPP), state
Pelan Pengurusan Persisiran Pantai Bersepadu
(ISMP), Shoreline Management Plan (SMP) and
existing and future rules and guidelines.
4
intake
Management criteria
Controlled development in which the type and intensity
of development is subjected to constraints such as
coastal zone experiencing erosion and areas exposed
to the threat of flooding.
and
Water catchments area intake and groundwater
recharge zones are identified in the State Structure
Plan and Local Plan.
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JKR/SIRIM 3:2020
3. ESA Framework for Sabah as below:
a)
b)
c)
d)
e)
f)
g)
LEVEL 1
Environmentally Sensitive Area
Management criteria
Existing and proposed protected areas
•
Development, agriculture or logging is not
Main conservation areas
allowed except for eco-tourism, research and
Catchment areas of existing and proposed
education.
new dams
•
Area in Class II Forest Reserve cannot be
Water protection area
converted from natural forests.
Restricted development area under Shoreline
•
Rehabilitation of natural forests is permitted.
Management Plan (SMP)
Gazetted cultural, historical and
archaeological sites
Areas with geological features and sensitive
areas
LEVEL 2
a)
b)
c)
Environmentally Sensitive Area
All forests and wetlands outside protected
areas
Marine conservation areas under Sabah
Islands Management Plan (SIMP)
Development in restricted areas under
Shoreline Management Plan (SMP)
•
•
•
Management criteria
Development is not permitted.
Sustainable logging with credible farmers
certified under Malaysian Good Agricultural
Practices (MyGAP) and low-impact nature-based
tourism within the area’s carrying capacity are
permitted.
No loss of biodiversity in forests where land use
has changed.
LEVEL 3
a)
b)
c)
d)
e)
Environmentally Sensitive Area
Areas over 1 000 m countour
Kinabatangan Corridor of Life (KCOL)
Water intake catchment area
Water conservation area
Problematic rock formations
•
•
•
Management criteria
Development is restricted.
Sustainable logging with credible farmers
certified under Malaysian Good Agricultural
Practices (MyGAP).
Controlled development in which type and
intensity of development is subject to constraints.
4. Details on ESA’s rank and planning guidelines are described in the following documents:
i)
ii)
iii)
iv)
Garis Panduan Perancangan Pemuliharaan dan Pembangunan Kawasan Sensitif Alam
Sekitar (KSAS) PLANMalaysia 2017
Development Guidelines of Hilly Areas and Highland, PLANMalaysia 2009,
Guidelines on Physical Development Planning for Island and Marine Parks, PLANMalaysia
2014.
Garis Panduan Pengurusan Gempa Bumi 2018
[SOURCE: Rancangan Fizikal Negara-3 2015]
3.4.2
Special Management Area (SMA)
Highlands exceeding 1 000 m permitted for development, as stated in the Rancangan
Fizikal Negara.
EXAMPLE
Special Management Areas (SMA) permitted for new urban and agricultural
development are:
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a) Cameron Highlands-Kinta-Lojing; and
b) Genting Highlands-Bukit Tinggi-Janda Baik
NOTES:
1. In the SMA area, new agricultural development is only permitted outside the forest reserves and
water catchment areas. All development complies with the Development Guidelines of Hilly
Areas and Highland, PLANMalaysia 2009 or others related guidelines.
2. New developments are not permittted in SMA Bukit Fraser. Existing development complies with
the strategies and guidelines stipulated in Kajian Penyelarasan Pembangunan Bukit Fraser.
[SOURCE: Rancangan Fizikal Negara-3 2015]
3.5
Erosion and Sediment Control Plan (ESCP)
Plan or set of plans that demonstrate measures to control stormwater drainage, soil erosion,
and sediment runoff during the construction, site stabilisation, and maintenance phases of
a construction or other soil disturbance activities.
[SOURCE: MS 2526-12:2014]
3.6
3.6.1
JKR project implementation method
conventional contract (in-house or consultant)
Planning and design which is prepared in-house or by appointed consultant. The
construction phase is carried out by appointed contractor through a tender process.
Surveillance and scrutinising are done by JKR or external consultant.
[SOURCE: JKR Malaysia Website]
3.6.2
design and build contract
Government needs statement provided by JKR Malaysia. The planning, design and
construction and monitoring is carried out by the contractors. At various stages of
construction phase, JKR Malaysia performs the quality audit and monitoring activities.
[SOURCE: JKR Malaysia Website]
3.7 Land-disturbing pollution prevention and mitigation measures (LD-P2M2)
document
Legal pledge made by the project proponent to take efforts, measures, actions, or due
diligence in accomplishing the overarching goal of protecting the environment and in
mitigating the environmental impact in the process of implementation of the proposed
development project.
[SOURCE: EGIM 2016]
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JKR/SIRIM 3:2020
3.8
marine structure (coastal)
All man-made structures of steel, concrete, light alloy or composite construction having an
interface with the sea.
Type of marine structures are:
i)
berthing facilities;
ii) dry docking facilities; and
iii) coastal protection structures.
3.9
Proposal Mitigation Measures (PMM)
Document that provides a description of the likely environmental impacts of a development
activity and the measures required to prevent, mitigate or abate any adverse environmental
impacts or to protect the environment.
NOTES:
1. PMM is only applicable to Sabah.
2.
The prescribed activities requiring PMM are normally of low magnitude in terms of area and
sensitivity. The impacts are known or can be predicted even without a detailed assessment study,
and the mitigation measures and monitoring mechanism are in place.
3.10
scheduled waste
Any waste falling within the categories of waste listed in the First Schedule, Environmental
Quality (Scheduled Wastes) Regulations 2005.
EXAMPLE
Scheduled waste in the construction site are rags, plastics, papers, e-waste
or oil filters that are contaminated with scheduled wastes, used engine oil, used paint and
spent lubricant oil.
3.11
sewage
Any liquid waste or wastewater discharge containing human, animal, domestic or
putrescible matter in suspension or solution, and includes liquid containing chemicals in
solution either in the raw, treated or partially treated form.
[SOURCE: Environmental Quality (Sewage) Regulations 2009]
3.12 social impact assessment
Processes of analysing, monitoring and managing the intended and unintended social
consequences, both positive and negative, of planned interventions (policies, programmes,
plans and projects) and any social change processes invoked by these interventions.
[SOURCE: The International Principles for Social Impact Assessment, 2015]
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3.13
solid waste
Solid waste includes:
i)
Any scrap materials or other unwanted surplus substance or rejected products arising
from the application of any process;
ii)
Any substance required to be disposed of as being broken, worn out, contaminated
or otherwise spoiled; or
iii)
Any other materials that according to Solid Waste and Public Cleansing Management
Act 2007 (Act 672) or any other written law is required by the authority to be disposed
of,
but does not include scheduled wastes as prescribed under the Environmental Quality Act
1974 [Act 127], sewage as defined in the Water Services Industry Act 2006 [Act 655] or
radioactive waste as defined in the Atomic Energy Licensing Act 1984 [Act 304].
[SOURCE: Solid Waste and Public Cleansing Management Act 2007 (Act 672)]
3.13.1 construction solid waste
Any solid waste generated from any construction or demolition activity, including
improvement, preparatory, repair or alteration works. Internationally, it is commonly known
as construction and demolition (C&D) waste.
[SOURCE: MS 2672, also as in Act 672]
3.13.2
household solid waste
Any solid waste generated by a household, and of a kind that is ordinarily generated or
produced by any premises when occupied as a dwelling house and includes garden waste.
[SOURCE: Act 672]
3.13.3
municipal waste
Any refuse or waste materials, whether solid, semi-solid or liquid in form, generated by or
emanating from domestic, commercial, industrial or public premises or places including
waste materials from any garden, farm, plantation or forest but excluding scheduled wastes.
[SOURCE: Natural Resources And Environment Ordinance Chapter 84]
3.13.4
recyclable construction solid waste
Any construction solid waste which is separated for recycling as specified in the Second
Schedule of Solid Waste and Public Cleansing Management (Scheme for Construction
Solid Waste) Regulation 2018.
8
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3.13.5
residual solid waste
Any construction solid waste which is not reused, recycled or composted and can be placed
in receptacle.
4.
General requirements
The project proponent/contractor shall at all times adhere to all existing statutes regarding
the protection of the environment. Prior to the execution of the project, the project
proponent/contractor shall comply with all related federal and state legislations such as, but
not limited to, the following:
a)
Environmental Quality Act 1974 (Act 127)
b)
Environmental Quality (Scheduled Wastes) Regulations 2005
c)
Environmental Quality (Sewage) Regulations 2009
d)
Environmental Quality (Clean Air) Regulation 2014
e)
Environment Quality (Prescribed Activities) (Environment Impact Assessment) Order
2015
f)
Federal Territory (Planning) Act 1982 (Act 267)
g)
Fisheries Act 1985 (Act 317)
h)
National Forestry Act 1984 (Act 313)
i)
Land Conservation Act 1960 (Act 385)
j)
Local Government Act 1976 (Act 171)
k)
National Land Code 1965 (Act 56)
l)
Occupational Safety and Health Act 1994 (Act 514)
m)
Solid Waste and Public Cleansing Management Act 2007 (Act 672)
n)
Street, Drainage and Building Act, 1974: Act 133 and Amendment, 1978
o)
Town and Country Planning Act 1976 (Act 172)
p)
Wildlife Conservation Act 2010 (Act 716) Amendment 2012
q)
Workers Minimum Amenities Act 1990 (Act 446)
r)
Akta Penyiasatan Kajibumi 1974 (Akta 129)
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JKR/SIRIM 3:2020
s)
Akta Air 1920
t)
National Heritage Act 2005 (Act 645)
For Sabah:
a)
Environment Protection Enactment 2002 (Sabah)
b)
Town and Country Planning Ordinance (Sabah Cap. 141)
For Sarawak:
a)
Natural Resources and Environment Ordinance, 1993 - Chapter 84, Laws of
Sarawak 1958
b)
Natural Resources and Environment (Prescribed Activities) Order 1994
c)
Sarawak Land Code 1958
d)
Sarawak River Ordinance 1993
e)
Wildlife Protection Ordinance 1998
f)
Forest Ordinance 2015
g)
Water Ordinance 1994
The current and updated legislations (including any amendments) shall be used as
reference at all times.
For the purpose of implementing this standard, the environmental protection and
enhancement work are itemised in the Bill of Quantities (BQ) as given in the tables in Annex
B. Elaboration of methods of measurement for each item stated in the BQ is given in
Annex C.
For contractual requirements, refer to Annex D.
4.1
4.1.1
Non-physical works
Environmental Impact Assessment (EIA)/Proposal Mitigation Measures (PMM)
The project proponent shall engage EIA consultant (qualified person) to conduct EIA/PMM
study and submit report on project’s impact on the environment if the project is listed as
prescribed activities indicated in Table 1.
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JKR/SIRIM 3:2020
Table 1. EIA legislation
Location
of project
EIA legislation applicable
EIA report format guidelines
Peninsular
Malaysia,
Federal
Territories
First Schedule and Second
Schedule in the
Environmental Quality
(Prescribed Activities)
(Environmental Impact
Assessment) Order 2015
a)
Sabah
First Schedule in the
Environment Protection
(Prescribed Activities)
(Environmental Impact
Assessment) Order 2005
a)
b)
b)
c)
Sarawak
Second Schedule in the
Environment Protection
(Prescribed Activities)
(Environmental Impact
Assessment) Order 2005
-
The Natural Resources and
Environment (Prescribed
Activities) Order 1994
a)
b)
c)
Deliverables
documents
Handbook of Environmental
Impact Assessment Guidelines in
Malaysia (EGIM)
EIA Guidelines specific to activities
-
EIA Report
EMP
LDP2M2
P2M2
ESCP
Handbook for Environmental
Impact Assessment (EIA) in
Sabah (2nd edition)
Garis panduan penyediaan
Laporan Pematuhan Alam Sekitar
(ECR)
EIA Guidelines specific to activities
-
PMM Report
ECR
-
EIA Report
ECR
-
EIA Report
EMP
EMR
A Handbook of the Policy and
Basic Procedure of Environmental
Impact Assessment (EIA) in
Sarawak
Handbook of EIA procedures in
Sarawak
EIA Guidelines specific to activities
Figures 1, 2 and 3 outline the procedures of EIA/PMM application for Peninsular Malaysia,
Sabah and Sarawak, respectively.
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Figure 1. EIA process for Peninsular Malaysia, including Federal Territories
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Figure 2. PMM and EIA process for Sabah
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Figure 3. EIA process for NREB Sarawak
14
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4.1.2
Social Impact Assessment
The project proponent/contractor shall provide social impact assessment report as specified
by Act A1522 (Town and Country Planning Amendment Act 2017) or other relevant
authorities, if applicable.
Complete guide for the preparation of social impact assessment report is described in
Manual Penyediaan Laporan Penilaian Impak Sosial (SIA) Bagi Projek Pembangunan Edisi
Ke-2, PLANMalaysia, 2018.
4.1.3
Environmental Management Plan (EMP)
4.1.3.1 General
4.1.3.1.1 Environmental Management Plan (EMP) shall be established to show the
commitment of the project proponent/contractor in terms of accountability and availability of
resources. An EMP shall be improved and adapted throughout the life of the project to
reflect changing conditions. It shall be subjected to periodic review to ensure its continuous
relevance and validity. Example of format for EMP is given in Annex E.
4.1.3.1.2 The objectives of Environmental Management Plan are:
a)
to set out various environmental protection/conservation measures that conform to
the environmental conditions;
b)
to ensure that the contractor comply with all applicable environmental standards and
guidelines, legislative requirements and other relevant conditions related to the
environment;
c)
to specify a detailed environmental monitoring and auditing programme to ensure that
the project proponents and all his sub-contractors comply with all stipulated
requirements throughout the duration of the project; and
d)
to streamline the different functions of various sections and authorities related to the
environmental matters during the construction.
4.1.3.1.3 Any project that falls under one of the following categories shall prepare an EMP:
a)
project classified either under Environmental Quality (Prescribed Activities)
(Environmental Impact Assessment) Order 2015 or The Natural Resources and
Environment (Prescribed Activities) Order 1994 (Sarawak), which the EMP shall be
submitted to DOE/NREB and its ESCP shall be submitted to Department of Irrigation
and Drainage;
b)
project not subject to EIA, based on the discretion of the Controller of Environmental
Quality Sarawak;
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c)
project not subject to EIA, which the EMP shall be submitted to JKR Malaysia and its
ESCP shall be submitted to local authority. Projects under the following categories:
i)
project sites located in Environmental Sensitive Areas (ESAs) identified by
relevant state authority; and
ii)
projects that cost RM20 million and above including earthworks.
4.1.3.1.4 The project proponent/contractor shall submit the EMP and shall be approved
prior to commencement of any works on site.
4.1.3.1.5 The EMP shall refer, but not limited to the following:
a)
DOE/NREB format for the preparation of EMPs;
b)
the approved EIA reports, if applicable; and
c)
EIA Approval Conditions from DOE/NREB (attached if any).
4.1.3.1.6 As the EMP is a document for practical use on site by nominated personnel, it
shall be concise, up to date and site specific.
4.1.3.2
Requirement of EMP
4.1.3.2.1 The EMP to be submitted for projects requiring EIA shall contain, but not limited
to, the following:
a)
introduction that includes project description, scope of work, project layout, project
implementation schedule, site description, details of project proponent/contractor,
condition and duration of contract and project cost;
b)
environmental management and protection policy;
c)
organisational structure which includes organisation chart with responsibilities, details
of responsible person(s) and job description, environmental consultant and accredited
laboratory;
d)
training requirements including relevant training needs and training plan;
e)
environmental requirements such as EIA Approval Conditions (COAs), action plan,
LD-P2M2 document, pollution prevention and mitigation measures (P2M2), ESCP,
water, air, noise and vibration control (if required), materials and waste management
and scheduled waste management;
f)
environmental monitoring programme, including parameters to monitor, monitoring
locations and monitoring frequency, validity of data, verification of data and details of
laboratory conducting environmental monitoring and analysis;
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g)
Environmental Contingency Plan or Emergency Response Plan (ERP), including
issues identified, action plan, communication and information of relevant agencies;
h)
abandonment and closure plan, if applicable;
i)
declaration by project proponent; and
j)
checklist.
Additional information required by JKR Malaysia that shall be included in EMP are:
a)
financial resources for implementation of EMP;
b)
auditing programme, including scope of audit and frequency;
c)
identification of aspect, impact and recommended mitigation measures;
d)
analysis on performance of environmental protection measures, project review and
recommendations for improvement; and
e)
relevant figures or drawings:
i)
location plan;
ii)
layout of site and facilities;
iii)
organisation chart;
iv)
location of water, air, noise and vibration monitoring stations (baseline);
v)
location of water, air, noise and vibration monitoring stations (proposed);
vi)
ESCP;
vii)
Overall Mitigation Plan; and
viii) Emergency Response chart for any non-compliances observed/identified.
4.1.4 Environmental Compliance Report (ECR) for Sabah
For project approved by Environment Protection Department (EPD) Sabah, the project
proponent/contractor shall prepare and submit ECR in accordance with the approved
schedule. The ECR shall be approved prior to commencement of any works on site.
The ECR shall contain the following:
a)
front cover that includes the name of project proponent, report title, ECR submission
month, reference to approval letter and approval date of EIA/PMM, and the name of
Environmental Consultant preparing the ECR;
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b)
introduction that includes project description, date of monitoring, the name of
Environmental Consultant preparing the EIA/PMM, progress report, name and
contact details of the Environmental Officer, name and contact details of the
Environmental Consultant and any other approval from other relevant authorities (if
applicable);
c)
changes on concept (such as project component, area width, etc.) or environment
condition (land use, waterway morphology, etc.);
d)
relevant legal requirements (EIA/PMM);
e)
plant layout, mitigation measure layout, spatial data, etc.;
f)
compliance status, corrective actions and recommendation;
g)
sampling analysis report including weather conditions, sampling location, sampling
method, sample analysis and recommendation;
h)
relevant figures or drawings;
i)
conclusion for overall level of compliance, overall non-conformance, overall correction
actions and recommendation for improvement;
j)
other relevant documents such as work progress report, copy of license, etc.; and
k)
declaration by project proponent.
Detailed description of preparation is given in Garispanduan Penyediaan Laporan
Pematuhan Alam Sekitar (ECR), EPD Sabah.
4.1.5 Land-Disturbing Pollution Prevention and Mitigation Measures (LD-P2M2)
4.1.5.1 For EIA projects, LD-P2M2 document shall be prepared by Enviornmental
Consultant and submitted together with the EMP. The LD-P2M2 shall provide guidance to
the Environmental Officer (EO), in supervising the installation, inspection and maintenance
of the Best Management Practices (BMPs) to prevent, reduce or eliminate the generation
of pollutants resulting from land disturbing activities, as well as in preparing the required
documentation and reports.
4.1.5.2 The LD-P2M2 shall contain, but not limited to the following:
a)
Narrative description: Describing the project description, existing site conditions,
conditions after development, major land disturbing activities, total site area, total
disturbed area, soil types, design criteria for Pollution Prevention and Mitigation
Measures (P2M2), expected rainfall, runoff velocities and peak flows, and illustration
of how, what, where, why, and when P2M2 is to be installed, inspected and
maintained.
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b)
Schedule of construction (land disturbing) activities: Detailing the project
phasing, construction stages and sequences that progress with the implementation
of each of the LD-P2M2s in a timely manner.
c)
LD-P2M2 Plan and Construction Notes: A plan consisting of maps and/or site plans
showing the existing geomorphology and land use of the site, to be overlaid with site
development map that depicts the proposed land disturbing activities or earthworks,
inclusive of proposed area alterations and the locations of all P2M2s facilities.
Construction notes which refer to general instructions of P2M2s application.
d)
Method Statement: Environmental Method Statement that details how, what, where,
why, and when the elements of environmental protection, P2M2s will be integrated
and implemented into each of the land disturbing activities. The land disturbing
activities which progress in stages and sequence include but are not limited to:
i)
site land clearing;
ii)
excavation of cuttings;
iii)
forming of embankments and fills;
iv)
excavation of foundation pits, trenches and tunnels or viaduct;
v)
stream or river diversion;
vi)
stream or river crossing;
vii)
in-stream works; and
viii)
drilling of boreholes.
Detailed description of preparation is given in Guidelines on Land Disturbing Pollution
Prevention and Mitigation Measures (LD-P2M2), DOE Malaysia.
4.1.6
4.1.6.1
Erosion and Sediment Control Plan (ESCP)
Requirements
For development sites involving 1 hectare or more, the ESCP shall be submitted to:
a) local authority, for any non-EIA development proposal; or
b) Department of Irrigation and Drainage, for any EIA development proposal.
ESCP and the latest checklist in Annex C of Submission Checklist for Stormwater
Management in Malaysia shall be submitted by designer at least two months in advance or
earlier prior to commencement of physical work at site.
However, the relevant authority, at their discretion, may require ESCP for any development
in critical areas of less than 1 hectare.
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Approval for ESCP shall be obtained from the relevant authority at least 14 calendar days
before the beginning of any construction activity including earthwork.
Upon acceptance of approval, the ESCP shall be submitted to the Superintendent Officer
or Project Director (S.O/P.D.) prior to commencement of any earthwork activity at project
site.
The following items apply to an ESCP document.
a)
The document shall be prepared in accordance with the ESCP Design Guidelines,
Manual Saliran Mesra Alam (MSMA) and MS 2526-12, or Sarawak Urban
Stormwater Management (SUStoM)(applicable to Sarawak only).
b)
It shall be amended whenever a change in the design, construction, operation or
maintenance at the construction site has a significant effect on the discharge of
pollutants to the waters at project site not previously addressed in the document.
d)
It shall be amended if discharges are causing water-quality deterioration or the BMPs
are ineffective in minimising pollutants in storm water discharging from the
construction site.
e)
The document plan shall be revised within 7 calendar days following an inspection
when additions and/or modifications to BMPs are necessary to correct observed
problems.
4.1.6.2
ESCP content
The ESCP shall provide the following information:
a)
description of site condition, concept of development, erosion and sediment control
approach and any information deemed important for evaluation of the ESCP;
b)
results of two assessments (hydrological analysis and soil loss analysis) Hydrological analysis on various site conditions including pre- and post-construction,
every stage/phase of earthwork or construction; and soil loss analysis for the
difference of soil condition before and after the inclusion of erosion and sediment
control BMPs;
c)
if required, hydrogeological analysis - Analysis of ground water conditions;
d)
engineering design and calculation of selected BMPs - The design shall cover
selected runoff management BMPs, erosion control BMPs, sediment control BMPs
and any part of permanent stormwater conveyance or BMPs to be utilised as erosion
and sediment control on site;
e)
site plans and engineering drawings - Site plans are visual interpretation of the entire
ESCP and thus shall be prepared in two versions, i.e. the pre-bulk grading plan and
post-bulk grading plan. Engineering drawings of selected BMPs, shall clearly state
the size, dimension and detailing of structures to be constructed;
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f)
other supporting documents such as Bill of Quantities (BQ) for the ESCP (breakdown
of each BMPs and maintenance cost) and material or installation specification to be
applied on-site; and
g)
inspection and maintenance plan - Specify all aspects of maintenance and inspection
including person in-charge, type of maintenance and inspection required and its
scheduling, as well as record keeping (checklist, test results, drawings, maintenance
log, etc).
4.1.6.3
Performance evaluation
4.1.6.3.1 The ESCP shall be sustained throughout the project through continuous
maintenance and improvement.
4.1.6.3.2 Periodic inspection and monitoring shall be carried out weekly, or any interval
stipulated by related authorities. The inspection shall check for structural integrity and
maintenance status and using the latest checklist in Annex D on Submission Checklist for
Stormwater Management in Malaysia. Indicators of ineffective ESCP such as flooding,
slope failure, excessive erosion and sedimentation shall be observed, recorded, and taken
action against. Record keeping of all information on ESCP shall be clearly stated in the
inspection and maintenance plan. The records shall be systematically kept on-site and
made accessible to all related parties.
4.1.6.3.3
The ESCP shall be:
a) continously reviewed to ensure suitability throughout the project;
b)
modified in response to change in overall development plan, construction schedule
and site difficulties; or
c) improved for best management practices.
4.1.7
4.1.7.1
Environmental monitoring, reporting and auditing
Environmental monitoring and reporting
4.1.7.1.1 Project proponent shall engage a DOE/NREB-registered Environmental
Consultant to carry out environmental monitoring and to provide the Environmental
Monitoring Report upon commencement of the project to report the progress of the project
and to state the environment quality within the project site. Refer to Table 8 for report
frequency.
4.1.7.1.2 The project proponent/contractor shall monitor parameters relevant to the
project. All samples taken shall be tested by an accredited laboratory. Categories of
monitoring includes:
a)
Performance monitoring (PM) - A description of performance monitoring (PM)
programme for all pollution prevention and mitigation measures (P2M2) proposed for
the project. A tabulation of relevant PM parameters, recommended limits, monitoring
locations and frequencies, and instrumentation and personnel required shall also be
included.
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b)
Compliance monitoring (CM) - A description of compliance monitoring (CM)
programme for all pollution prevention and mitigation measures (P2M2) shall be
included. A tabulation of relevant CM parameters, discharge or emission standard,
monitoring locations and frequencies, and instrumentation and personnel required
shall also be included.
c)
Impact monitoring (IM) - The requirement on impact monitoring (IM) shall be
evaluated on a case to case basis. The general consideration is that, IM is required
only in cases where pollution prevention and mitigation measures (P2M2s)
conforming to the category of best available technologies (BATs) cannot be clearly
identified or there exist uncertainties in the long-term impact to the receptors. If IM is
required, a description of the IM program, monitoring parameters, monitoring
locations and frequencies shall be described. A discussion of how long the IM
programme will be carried out, instrumentation and personnel required shall also be
included.
4.1.7.1.3 The project proponent/contractor shall produce environmental monitoring
reports consisting in-situ and accredited laboratory results, sampling photographs with
weather charts and analysis of the monitoring data in terms of environmental performance.
The frequency of submission for Environmental Monitoring Report (EMR) is as given in
Table 8. An example of format for EMR is given in Annex E.
The report shall include, but not limited to, the following:
a)
introduction to project;
b)
water quality, air quality, noise and vibration monitoring, where applicable;
c)
ESC, BMPs monitoring;
d)
sewage discharge monitoring;
e)
coral reef health and marine water quality monitoring (for projects in marine parks and
ESAs);
f)
site observation details;
g)
status of compliance; and
h)
recommendation.
4.1.7.1.4 For each type of monitoring, the project proponent/contractor shall indicate the
sampling and test procedures, the results and comparison to the baseline, and conclusion
on result findings. The required monitoring is as follows:
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a)
Water quality monitoring:
i)
Conduct in-situ monthly river/stream/other water body quality monitoring as
specified and as shown on drawings or as directed by the S.O./P.D. throughout
the project for the following parameters: a) turbidity; b) pH; c) dissolved oxygen
(DO); and d) temperature.
ii)
Conduct monthly river/stream/other water body quality monitoring as specified
and as shown on drawing or as directed by the S.O./P.D. throughout the project
for the following parameters: a) Total suspended solid (TSS); b) biochemical
oxygen demand (BOD); c) chemical oxygen demand (COD); d) escherichia coli
(E.coli); e) ammoniacal nitrogen; and f) oil and grease.
iii)
Conduct in-situ monthly water quality monitoring of the effluent discharge at
accommodation, workshop and canteen area as specified and as shown on
drawing or as directed by the S.O./P.D. throughout the project for the following
parameters: a) turbidity; b) pH; c) dissolved oxygen (DO); and d) temperature.
iv)
Conduct monthly water quality monitoring of the effluent discharge at
accommodation, workshop and canteen area as specified and as shown on
drawing or as directed by the S.O./P.D. throughout the project for the following
parameters: a) total suspended solid (TSS); b) biochemical oxygen demand
(BOD); c) chemical oxygen demand (COD); d) Escherichia coli (E.coli);
e) ammoniacal nitrogen; and f) oil and grease.
v)
Conduct monthly water quality monitoring at the discharge outlet of silt trap,
sediment pond, sediment basin as specified and as shown on drawing or as
directed by the S.O./P.D. throughout the project for turbidity and total suspended
solids (TSS).
vi)
Conduct in-situ turbidity test at the discharge outlet of the silt trap, sediment
pond, sediment basin within 30 min after rainfall event of more than 12.5 mm or
as directed by the S.O./P.D. If raining continues for more than 24 h, the
measurement shall be done daily (for EIA projects only).
vii)
The results shall comply with the requirements given in Table 2. Depending on
the discharge point to waterbody, the requirement for lake and ground water
may be applicable. The requirements for both water body is given in Annex H.
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Table 2. Water quality standard
Aspects
Water a, b
Parameter
a
National Water Quality
Standards (NWQS)b
Standard A
Standard B
Class IIA
Class IIB
Turbidity
-
-
-
≤ 50 NTU
≤ 50 NTU
Suspended
solids
-
≤ 50 mg/l
≤ 100 mg/l
≤ 50 mg/l
≤ 50 mg/l
Biochemical
oxygen
demand5 @
20°C (BOD)5
-
≤ 20 mg/l
≤ 50 mg/l
≤ 3 mg/l
≤ 3 mg/l
Chemical
oxygen
demand
(COD)
-
≤ 120 mg/l
≤ 200 mg/l
≤ 25 mg/l
≤ 25 mg/l
pH
-
6–9
5.5 – 9
6–9
6–9
E-Coli
-
-
-
≤ 100
counts/
100 ml
≤ 400
counts/
100 ml
Dissolved
oxygen (DO)
-
-
-
5 – 7 mg/l
5 – 7 mg/l
Oil and
grease
-
≤ 5 mg/l
≤ 10 mg/l
≤ 40 μg/l, N
≤ 40 μg/l, N
Ammoniacal
nitrogen
(river)
-
≤ 10 mg/l
≤ 20 mg/l
≤ 0.3
≤ 0.3
≤ 250 NTU
-
-
-
-
≤ 50 mg/l
-
-
-
-
Turbidity
Silt trap and
sediment basin
discharge
Recommended limit
for non-EIA projects
Environmental Quality
(Sewage) Regulations,
2009a
Total
suspended
solids
Second Schedule (Regulation 7), Environmental Quality (Sewage) Regulations 2009, Environmental Quality Act 1974.
Standard A: For the areas upstream of surface or above subsurface water supply intakes
Standard B: Applicable to any other inland waters or Malaysian waters
b
National Water Quality Standards for Malaysia. Refer to Annex H for details.
Class IIA: Water Supply II – conventional treatment required
Fishery II – sensitive aquatic species
Class IIB: Recreational use with body contact
N – No visible floatable materials or debris or no objectionable odour, or no objectionable taste.
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b)
Air quality monitoring:
i)
Conduct quarterly air quality monitoring for Particulate Matters (PM10/PM2.5),
NO2, SO2, CO and O3 for 24-hour period including wind velocity and direction
as specified or as directed by the S.O./P.D. throughout the project.
ii)
All equipment or generator set that produce heat and power shall be monitored
for NO2 and CO quarterly as specified or as directed by the S.O./P.D.
throughout the contract period.
iii)
The results shall comply to the requirements given in Table 3.
Table 3. Air quality standard
Aspects
Parameter
Recommended Malaysian Guidelines on
Ambient Air Quality [Standard (2020)]
Particulate Matter (PM10) (24 hr)
≤ 100 μg/m3
Particulate Matter (PM2.5) (24 hr)
≤ 35 μg/m3
SO2 (24 hr)
≤ 80 μg/m3
NO2 (24 hr)
≤ 70 μg/m3
O3 (8 hr)
≤ 100 μg/m3
CO (8 hr)
≤ 10 μg/m3
Air
c)
Noise monitoring:
i)
Conduct quarterly noise level monitoring for a representative sample of
locations, existing noise zones; identification of the major sources of sound
including Leq, L10, L90, Lmin and Lmax as specified or as shown on drawing or as
directed by the S.O./P.D. throughout the project for day time (7.00 am to 10.00
pm) and night time (10.00 pm to 7.00 am).
ii)
The results shall comply with the requirements given in Table 4.
iii)
The location of the noise monitoring station shall be placed to the nearest
sensitive receptor such as hospital, school, and housing scheme as identified
and directed by the S.O./P.D. The contractor shall comply with the general
recommendations set out in Guidelines for Environmental Noise Limits &
Control 2019 and The Guidelines for Noise Labeling and Emission Limits of
Outdoor Sources 2007 together with any other specific requirements.
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Table 4. Noise limits and control standard
Noise
sensitive
receptors
Time
Suburban
residential
Urban
residential
Commercial
and mixed
development
Industrial
FIRST SCHEDULE - NEW DEVELOPMENT
Day (7.00 am –
10.00 pm)
LAeqa ≤ 55 dBA
LAeq ≤ 60 dBA
LAeq ≤ 65 dBA
LAeq ≤ 65 dBA
LAeq ≤ 70 dBA
Night (10.00 pm –
7.00 am)
LAeq ≤ 50 dBA
LAeq ≤ 55 dBA
LAeq ≤ 60 dBA
LAeq ≤ 60 dBA
LAeq ≤ 65 dBA
FOURTH SCHEDULE - NEW ROADS AND/OR REDEVELOPMENT OF EXISTING ROADS
Day (7.00 am –
10.00 pm)
LAeq ≤ 60 dBA
LAeq ≤ 65 dBA
LAeq ≤ 65 dBA
LAeq ≤ 70 dBA
LAeq ≤ 75 dBA
Night (10.00 pm –
7.00 am)
LAeq ≤ 55 dBA
LAeq ≤ 60 dBA
LAeq ≤ 60 dBA
LAeq ≤ 65 dBA
LAeq ≤ 70 dBA
FIFTH SCHEDULE - NEW RAILWAY & TRANSIT LINES AND RE-ALIGNMENTS
Day (7.00 am –
10.00 pm)
LAeq ≤ 60 dBA
LAeq ≤ 60 dBA
LAeq ≤ 65 dBA
LAeq ≤ 70 dBA
LAeq ≤ 75 dBA
Night (10.00 pm –
7.00 am)
LAeq ≤ 55 dBA
LAeq ≤ 55 dBA
LAeq ≤ 60 dBA
LAeq ≤ 65 dBA
LAeq ≤ 75 dBA
SIXTH SCHEDULE - CONSTRUCTION, MAINTENANCE AND DEMOLITION WORK
Day (7.00 am –
7.00 pm)
Evening (7.00 pm
– 10.00 pm)
Night (10.00 pm –
7.00 am)
a
L10 ≤ 75 dBA
Lmax ≤ 90 dBA
L10 ≤ 70 dBA
Lmax ≤ 85 dBA
L10 ≤ 70 dBA
Lmax ≤ 85 dBA
-
-
L10 ≤ 80 dBA
L10 ≤ 80 dBA
-
-
L10 ≤ 80 dBA
L10 ≤ 80 dBA
-
-
L10 ≤ 75 dBA
L10 ≤ 80 dBA
Recommended Permissible Sound Levels.
NOTE. Refer Guidelines for Environmental Noise Limits & Control 2019.
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d)
Vibration monitoring:
i)
Conduct vibration monitoring as specified or as directed by the S.O./P.D.
throughout the project for ground vibration and structural vibration.
ii)
The results shall comply to the requirements given in Table 5.
Table 5. Vibration limits and control standard
e)
Aspects
Parameter
Vibration
Vertical Vibration Peak Velocity
(mm/s)
Planning Guidelines for Vibration Limits and Control
of the Environment (Department of Environment)
Not more than 3 mm/s at receiver location or
across real property boundary.
Coral reef and seagrass bed health monitoring:
i)
If applicable, conduct monitoring every three months throughout the project by
using standard methods such as reef check survey, or line intercept transect
(100 m permanent transect) and 1 m x 1 m permanent quadrate for seagrass
bed (3 quadrate on each 20 m transect with start point, middle point and end
point for at least five sites or as determined by Department of Fisheries
Malaysia. The result shall comply with the requirement given in Table 6.
ii)
Critical observation includes coral bleaching and physical damage (breakage).
iii)
Type of report to be submitted are written report, photos and video of survey
site.
Table 6. Coral reef control standard
Aspects
Coral reef
health
f)
Parameter
Live coral cover according to
Reef Check Procedure
Observation
Maintain live coral cover of fair category (26 % to
50 % live coral cover).
Marine parks water quality monitoring:
i)
Conduct weekly monitoring as specified and as shown on drawing or as directed
by the S.O./P.D. throughout the project for the following parameters: a) turbidity;
b) pH; c) total suspended solids (TSS); d) dissolved oxygen (DO); and f) sea
surface temperature.
ii) Conduct monthly monitoring as specified and as shown on drawing or as directed
by the S.O./P.D. throughout the project for the following parameters: a) arsenic
(III); b) lead; c) oil and grease; d) Escherichia coli (E.coli); e) ammoniacal nitrogen;
and f) phosphate.
iii) Summary of monitoring parameters is given in Table 7.
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Table 7. Water quality monitoring parameters to be monitored
Parameters to be monitored weekly
Parameters to be monitored monthly
Turbidity (ensure visibility more than 3 m)
Arsenic (III)
pH
Lead
Total suspended solids (TSS)
Oil and grease
Dissolved oxygen (DO)
Faecal coliform
Oil and grease film sightings
Ammoniacal nitrogen (NH3-N)
Sea surface temperature
Phosphate
NOTES:
1.
Refer Annex H for Malaysia Marine Water Quality Criteria and Standard.
2. Weekly reports for parameters monitored to be submitted weekly to Department of
Fisheries Malaysia and DOE.
4.1.7.2
Auditing programme and report
4.1.7.2.1 The project proponent/contractor shall engage a third party qualified DOEregistered/NREB/EPD-registered Environmental Auditor to audit all activities on site.
4.1.7.2.2
The audit shall be conducted as follows:
a)
prior to commencement of construction works;
b)
quarterly or as stipulated in EIA approval condition during development activities;
c)
prior to issuance of certificate of practical completion; and
d)
during operation, if required.
The frequency of submission for Environmental Audit Report (EAR) and Environmental
Closure Audit Report (ECAR) is as given in Table 8.
4.1.7.2.3 For Sarawak, Environmental Compliance Audit shall follow the EIA approval
conditions and the latest guidelines under the Natural Resources and Environment (Audit)
Rules 2008.
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Table 8. Period for submission of documents by the contractor
Documents
No. of copies
Reporting
frequency
Duration (as required
by JKR MALAYSIA)
Report submission
For Peninsular, including Federal Territories
Environmental
Management
Plan (EMP)
5 hardcopies
Environmental
Monitoring
Report (EMR)
3 hardcopies,
1 softcopy
Environmental
Audit Report
(EAR)
3 hardcopies,
1 softcopy
Environmental
Closure Audit
Report (ECAR)
3 hardcopies,
1 softcopy
Once only (to
be updated
when
necessary)
EMP shall be approved
before commencement
of site clearing and
earthwork activities on
sitea
For EIA, submission to
DOE and JKR Malaysia
Monthly
14 days after
monitoringb
For EIA, submission to
DOE and JKR Malaysia
For non-EIA, submission
to JKR Malaysia only
For non-EIA, submission
to JKR Malaysia only
14 days after auditc
Quarterly
For EIA, submission to
DOE and JKR Malaysia
For non-EIA, submission
to JKR Malaysia only
Once only
14 days prior to
issuance of Certificate
of Practical Completion
(CPC) c
For EIA, to DOE and JKR
Malaysia
For non-EIA, Submission
to JKR Malaysia
For Sarawak
Environmental
Management
Plan (EMP)
5 hardcopies
Environmental
Monitoring
Report (EMR)
5 hardcopies
Environmental
Compliance
Audit Report
(ECAR)
4 hardcopies,
1 softcopy
Once only (to
be updated
when
necessary)
As directed by
S.O./P.D. a
Quarterly
14 days after
monitoringb
For EIA, Submission to
NREB and JKR Malaysia
For non-EIA, submission
to JKR Malaysia
For EIA, NREB and JKR
Malaysia
For non-EIA, submission
to JKR Malaysia only
2 times
internal audit
and 1 time
external audit
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30 days after auditc
For EIA, submission to
NREB and JKR Malaysia
For non-EIA, submission
to JKR Malaysia only
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Table 8. Period for submission of documents by the contractor (continued)
Documents
No. of copies
Reporting
frequency
Duration (as required
by JKR MALAYSIA)
Report submission
For Sabah
Environmental
Compliance
Report (ECR)
1 hardcopy
Monthly to
quarterly
(depends on
duration of the
project)
Not applicable
Submission to EPD
Sabah.
Additional 1 hardcopy
to Sandakan Branch
(for EIA/PMM projects
located at the East
Coast Region of
Sabah)
aTo
be carried out by registered environmental consultant and shall be approved prior to commencement
of any works on site.
bTo
be carried out by accredited laboratory.
cTo
be carried out by registered third-party environmental auditor.
4.1.7.2.4 The EAR shall include status of compliance and recommendations which
include non-conformity report and corrective actions or improvement works needed. An
example of format for EAR is given in Annex E.
4.1.7.2.5 The ECAR shall include evaluation of project performance which include
environmental monitoring result, mitigation measures and environmental management
performance. An example of format of ECAR is given in Annex E.
4.1.7.2.6 For Sarawak, the controller may order one or more type(s) of environmental
audit which are environmental compliance audit, environmental management system audit
and environmental risk audit.
4.1.8
Training
The project proponent/contractor shall organise training for relevant employees as follows:
a)
environmental law and regulations, and including existing laws pertaining to areas
proposed for development e.g. Fisheries Act 1985, and Wildlife Conservation Act
2010;
b)
environmental management and conservation;
c)
works that have impact on the environment;
d)
post EIA and environmental monitoring;
e)
Emergency Response Preparedness related to environment;
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f)
waste management; and
g)
any competency training approved by DOE/NREB/EPD.
4.1.9
Other management plans
Where applicable and as required by the relevant authorities, based on the sensitivitiy of
the selected area, the project proponent/contractor shall prepare the following plans to be
submitted to the relevant authorities.
4.1.9.1
Flora Management Plan
4.1.9.1.1 The project proponent/contractor shall provide a flora survey report, including
Site Inventory Analysis and Penilaian Hasil Hutan, and prepare a Flora Management Plan
as specified by Jabatan Perhutanan, Sabah Forestry Department, Forest Department
Sarawak or other relevant authorities, for tree conservation which includes method of
preservation and course of actions to be taken, if applicable.
4.1.9.1.2 The project proponent/contractor shall submit a report prepared by
botanist/forester on the effectiveness of the tree conservation, preservation and action plan
as proposed in the EMP as directed by the S.O./P.D. The report shall also cover aspects of
new findings not covered during the earlier investigation and proposal of any rectification
plan required.
4.1.9.2
Wildlife/Fauna Management Plan
4.1.9.2.1 The project proponent/contractor shall provide a fauna survey/wildlife inventory
report which identify the fauna species and their habitat, in particular those of rare,
endangered, and endemic fauna species that require protection, rehabilitation and/or
relocation. The project proponent/contractor shall continuously monitoring of wildlife/fauna
within and surrounding their project area and provide support to PERHILITAN on
enforcement and mitigation of wildlife.
4.1.9.2.2 The project proponent/contractor shall prepare a Wildlife Management Plan
and/or wildlife rescue and monitoring plan as specified by Jabatan Perlindungan Hidupan
Liar dan Taman Negara (PERHILITAN), Sabah Wildlife Department, Sarawak Forestry
Corporation or other relevant authorities, for monitoring, enforcement and mitigation of
wildlife, if applicable. A registered environmental consultant shall be engaged for preparing
and supervising the Wildlife Management Plan.
4.1.9.3
Coral Reef and Marine Ecosystem Management Plan
The project proponent/contractor shall provide Coral reef and marine ecosystem survey
report and prepare Coral Reef Management Plan as specified by Department of Fisheries
Malaysia, Sabah Parks, Sarawak Forestry Department, Sarawak Forestry Corporation or
other relevant authorities, for translocation of coral colonies and immotile marine
organisms, if applicable.
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4.1.9.4
Construction Waste Management Plan
The project proponent/contractor shall provide Construction Waste Management Plan as
specified by JKR Malaysia, Jabatan Pengurusan Sisa Pepejal Negara or other relevant
authorities, for management of waste including storage, segregation and disposal, if
applicable.
4.1.9.5
Conservation Management Plan
The project proponent/contractor shall provide Conservation Management Plan as
specified by Jabatan Warisan Negara or other relevant authorities, for management of
construction site that does not disturb natural or man-made heritage site, if applicable.
4.2 Physical works
4.2.1
Erosion and Sediment Control (ESC)
4.2.1.1
General
The erosion and sediment control BMPS shall be designed, installed and maintained to
comply with ESCP Guidelines, Manual Saliran Mesra Alam (MSMA) and MS 2526-12, or
Sarawak Urban Stormwater Management (SUStoM). Examples of best management
practices for erosion and sediment control are given in Annex F.
4.2.1.2
Surface runoff management BMPs
The project proponent/contractor shall install and maintain appropriate surface runoff
control measures prior to the commencement of site clearing and earthworks. Upon
completion, the site shall be reinstated and other measures which are not required shall be
removed, unless otherwise stated. The best management practices for erosion control
include, but not limited to the following.
a)
Earth bank/perimeter dike: A temporary berm, dike, embankment or ridge of
compacted soil. located in such a manner as to intercept, divert and channel water to
a desired location to reduce potential erosion and off-site sedimentation.
b)
Diversion: A channel of compacted soil constructed above, across or below a slope
with a supporting earthen ridge on the lower side to reduce the erosion of steep or
highly erodible areas or to convey water through a construction site.
c)
Lined waterway (rock materials): A waterway or outlet with a lining of rock, stone
or other permanent material to provide for the disposal of concentrated runoff, where
grassed waterways would be inadequate due to high velocities.
d)
Catch drain: A drain running along the side of a road or track to collect runoff from
road/track surface.
e)
Cascading drain: Concrete stepped catch drains laid on the steep terraced slopes
to guide flows from the berm drains down to catch drains at the base.
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f)
Riprap: A layer of medium rock laid onto slopes and channel beds to protect soil from
erosion in areas of concentrated runoff.
g)
Check dam: A small, temporary device constructed of rock, sandbags or fiber rolls,
placed across a natural or man-made channel or drainage ditch to reduce the velocity
of concentrated stormwater flows, to trap small amounts of sediment generated in the
conveyances, to reduce scour and channel erosion and to encourage sediment
dropout. The check dams shall be inspected regularly after rain and any damages
shall be rectified. The sediment accumulated behind the check dams shall be
removed when it has reached two-thirds of its height and disposed at designated site.
h)
Temporary interceptor dike: A ridge of compacted soil, often accompanied by a
ditch or swale with a vegetated lining, located at the top or base of a sloping disturbed
area to limit the flow accumulation of erosive volume of water.
i)
Swales: Temporary or permanent channel, which may be linked with natural
vegetation, synthetic materials or rock to slowly convey runoff to a discharge point.
j)
Temporary and permanent pipe slope drain: A temporary or permanent heavyduty flexible pipe or conduit structure placed from the top of a slope to the bottom of
a slope to convey storm water runoff down the face of a cut or fill slope.
k)
Rock outlet protection: Paved and/or riprapped channel treatment, placed below
storm drain outlets or any discharge outlets to reduce storm water velocity and to
prevent scour at storm water outlets.
l)
Sandbag barrier: A temporary linear sediment barrier consisting of stacked
sandbags placed around site perimeter, along streams and channels, below the toe
or down slope and erodible slopes, around stockpiles, etc., to intercept and slow the
flow of sediment-laden surface runoff. Sediment should be removed when the
sediment accumulation reaches one-third of the barrier height and disposed at
designated site.
m)
Storm drain inlet protection: Silt fence, sandbag or fiber rolls installed around any
storm drain inlet to reduce stormwater velocity and detain or filter sediment-laden
runoff.
n)
Silt fence: Temporary sediment barrier made of non-woven, synthetic filtration fabric
stretched across and parallel to the contours of the site, attached to supporting wood
or steel posts and entrenched, to prevent sediment carried by sheet flow from leaving
the site by slowing storm water runoff and causing the deposition of sediment at the
structure. The silt fence shall be inspected after every rain event. The silt accumulated
behind the fence shall be removed when it has reached two-thirds of the fence filter
height and disposed at designated site.
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4.2.1.3 Erosion Control BMPs
The proponent/contractor shall install and maintain appropriate erosion control measures
immediately upon reaching formation level. Upon completion, the site shall be reinstated,
including landscaping, and erosion control item and other measures which are not required
shall be removed, unless otherwise stated. The best management practices for erosion
control include, but not limited to the following.
a)
Mulching: Application of residues such as grass clippings, leaves, hay, straw,
shredded bark, sawdust, wood chips, shredded newspaper, cardboard and wool; to
protect soil surface from raindrop impact for reducing the velocity of runoff and to
foster the growth of vegetation for providing insulation against extreme heat.
b)
Revegetation (turfing): Establishment of temporary vegetation cover with fast
growing species on disturbed or denuded land to reduce storm water runoff velocity
and maintain sheet flow and to promote infiltration of runoff into soil.
c)
Hydroseeding/hydromulching: Mechanical method with forced water of applying
seed, fertiliser and mulch to exposed land in one step in order to revegetate.
d)
Riprap slope protection: A layer of medium rocks placed on slopes or streambanks
to improve the stability of soil slopes.
e)
Protective blanket/erosion control blanket/soil stabilisation mat: Use of the
biodegradable blanket or mat on steep slopes, channels or streambanks to protect
soil and hold seed and mulch in place so that vegetation can become well established.
f)
Surface roughening: Use of mechanised equipment to roughen the soil on a bare
slope with grooves or terraces that run perpendicular to the direction of the slope to
loosen compacted soil that has been cleared and graded, cut or filled; to create small
grooves or terraces which can reduce runoff velocity and trap seed, fertilisers and
sediment; and to provide more favourable conditions for vegetation establishment.
g)
Creepers: Creepers planted through either seeds or saplings into a planter bed
previously prepared with drainage layer/weep holes and topsoil. Creepers should be
planted individually directly at the toe of wall/slopes at approximately 0.3 m centre to
centre. Commonly used creepers are of the species Centrosema pubescens,
Ficuspumila and Parthenocissus himalayana. Ficuspumila and Parthenocissus
himalayana are suitable on concrete/gunited slopes and rock surfaces.
4.2.1.4 Sediment Control BMPs
The project proponent/contractor shall install appropriate sediment control measures prior
to commencement of any earthwork and shall be maintained throughout the construction
period to ensure the effectiveness. Upon completion, the sediment control item and other
measures which are not required shall be removed, unless otherwise stated. The best
management practices for sediment control include, but not limited to the following, and
drawings are illustrated in Annex G:
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a)
Silt trap/sediment basin: Temporary basin with a controlled release structure,
formed by excavating or constructing an earthen embarkment across a waterway or
low drainage area to collect and store sediment prior to entering natural waterways.
The silt trap/sediment basin may be a construction of gabion units, sand bedding,
stone filling or mortared riprap. The silt traps/sediment basins shall be inspected
regularly especially after heavy rain and any damages shall be rectified. The sediment
accumulated in the silt traps/sediment basins shall be removed when it has reached
two-thirds of its depth and disposed at designated site.
b)
Fiber rolls/coir log or wattles: A fiber roll consists of straw, flax, coconut husk or
other similar materials that are rolled and bound into a tight tubular roll and placed
around the worksite perimeter. This control is called wattles when paced on the face
of slopes at regular intervals. This control is used to intercept runoff, reduce runoff
flow velocity, release runoff as sheet flow and provide some removal of sediment from
runoff.
c)
Turbidity curtain/silt curtain: Flexible floating permeable fabric or geotextile
materials installed in watercourse and is placed parallel or perpendicular to the
direction of flow. This curtain is weighted or anchored down to achieve closure while
supported at the top through a floatation system. This control measure provides
sediment containment or sedimentation protection for a watercourse, prevent
migration of silt into the larger body of water and reduce or eliminate debris and
turbidity. Turbidity curtain/silt curtain shall be utilised depending on the condition of
the water.
Location
Marine
Lake
River
Type
Woven
Non-woven or woven
Non-woven or woven
Tensile strength
 200 kN/m
 150 kN/m
 150 kN/m
Method of installation for turbidity curtain/silt curtain shall not give adverse impact to
coral reef and marine ecosystem.
d)
Temporary gabion wall: A wall comprising rocks in gabions, shall be constructed in
difficult terrains such as on slopes and narrow valleys for the purpose of collecting
and storing sediment prior to entering natural waterways.
e)
Brush barrier/matting: A temporary sediment barrier constructed at the perimeter of
a disturbed area or on slope surface using residue materials available from site
clearing and grubbing to intercept and retain sediment from disturbed areas of limited
extent, preventing sediment from leaving the site.
f)
Geobags: A geosynthetic product made of polyester, polyethylene or polypropylene
used for protecting riverbanks and hydraulic structures from severe scouring and
erosion.
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g)
4.2.2
Active treatment system: A water treatment system where the sediment-laden
runoff collected in ponds are pumped into a container/geo-tube bag and online
injection of site-specific polymers/water-soluble anionic polyacrylamide product are
introduced to facilitate mixing and reaction between the polymer and the suspended
particles. Upon reaching into the container/geo-tube bag, the turbid waters start to
coagulate and subsequently flocculate or agglomerate. A pulsing pump used to
pressure the container/geo-tube bag will cause the clear water to permeate through
the container/geo-tube bag wall and leave the sediment behind.
Dust and mud control
The contractor shall ensure the following.
a)
A stabilised pad located at points where vehicles enter and leave a construction site
shall be installed and properly maintained to reduce or eliminate the amount of dust
and mud transported into public roadways. This control may take the form of tracking
pads, boards, rumple strips, wash trough, wash bay, water jet or through pool of
water.
b)
Suitable spraying equipment, such as water bowser and water sprinkler, shall be
provided for regular spraying of water over the existing roads, tracks and access
roads, near settlements, completed as well as incomplete road and other barren
areas of the site used by the contractor especially during the dry season or as and
when directed by the S.O./P.D.
c)
When the construction trucks or equipment utilise public or private roadways, all dirt
and materials shall be removed from the trucks/equipment by hosing, lorry washtrough, etc. before leaving the site.
d)
The contractor shall promptly remove all dirt and other materials spilled from his or
his sub-contractor’s vehicles on public or private roadways.
e)
Tarpaulin shall be used to cover open trucks carrying sand, aggregates, earth and
other loose construction materials liable to spillage when passing through villages and
settlements or on all roadways.
4.2.3
Fuel spillage management
4.2.3.1 The project proponent/contractor shall ensure that the bulk fuel tank storage area,
including grease trap, shall be properly constructed and sufficiently bunded. The bund wall
(concrete or brick) around the storage tanks shall have the capacity to contain the worst
spillage condition (110 % of the capacity of the container). Refer Annex G.
4.2.3.2 Containment tray shall be placed under machineries and during maintenance of
machineries to avoid fuel spillage.
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4.2.4
Waste management requirement
All types of waste i.e. solid waste and scheduled wastes are to be segregated, stored and
disposed in accordance with Solid Waste and Public Cleansing Management Act 2007 (Act
672) (if applicable), Environmental Quality Act 1974 (Act 127), and other approving authority
requirements (e.g. the local authority).
4.2.4.1
4.2.4.1.1
Solid waste
Construction solid waste
The construction solid waste shall comply with the requirements mentioned in Solid Waste
and Public Cleansing Management (Scheme for Construction Solid Waste) Regulation
2018, requirements from other approving authorities and MS 2673.
The items below are additional to those mentioned in the Solid Waste and Public Cleansing
Management (Scheme for Construction Solid Waste) Regulation 2018 and MS 2673:
a)
The contractor shall establish and maintain an appropriate Construction Waste
Management Plan (CWMP). Refer Annex E for example of format.
b)
The contractor shall segregate construction solid waste into two types: residual solid
waste and recyclable construction solid waste. Designated bins for each type shall be
allocated.
c)
Construction solid waste shall be stored in proper bins and containers [such as Rollon Roll-off (RORO)] at a dedicated collection point prior to collection by a licensed
contractor. A waste management schedule shall be set up to ensure that licensed
contractors carry out the collection and disposal of construction waste at regular
intervals.
d)
The contractor is prohibited from carrying out open burning of the construction solid
waste.
e)
The contractor shall adopt ways to minimise waste such as reduce, reuse and recycle
of waste. Example of waste minimisation is to reduce the amount of waste from
concrete usage, firstly is by ordering the correct quantity and batch or by using
concrete panels. Excess concrete can then be recycled as concrete blocks and bench
or reused as hardcore materials.
f)
Construction solid waste data and transaction shall be recorded.
4.2.4.1.2
Household solid waste
The household solid waste shall comply with the requirements mentioned in MS 2593 and
the following.
a)
For workers accommodation within the construction site area, the contractor shall
follow Solid Waste and Public Cleansing Management (Scheme for Construction
Solid Waste) Regulations 2018.
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b)
For workers accommodation outside the construction site and being managed by a
commercial company, the contractor shall follow Solid Waste and Public Cleansing
Management (Scheme for Commercial, Industrial and Institutional Solid Waste)
Regulations 2018.
c)
For workers accommodation located in a residential area, the contractor shall follow
Solid Waste and Public Cleansing Management (Scheme for Household Solid Waste
and Solid Waste Similar to Household Solid Waste) Regulations 2011, including
amendment 2016.
d)
The contractor shall undertake the collection and disposal of household solid waste
such as litter, kitchen and canteen refuse, non-hazardous solid waste including office,
workshop and accommodation waste. Household solid waste collection shall be made
at least twice a week or as and when directed by the S.O/P.D.
e)
Household solid waste shall be stored in proper bins and containers [such as mobile
garbage bin (MGB)], collected and disposed of at designated site(s) approved by the
S.O/P.D. or to a locally available landfill by a licensed contractor.
f)
A waste management schedule shall be set up to ensure that licensed contractors
carry out the collection and disposal of waste materials at regular intervals. Proper
facilities for the temporary collection of household solid waste shall be established at
the site office.
g)
The contractor shall not carry out open burning of the household solid waste.
h)
The project proponent/contractor should adopt ways to minimise household solid
waste such as reduce, reuse and recycle of waste.
g)
Household solid waste data and transaction shall be recorded.
4.2.4.2
Scheduled waste
Storage, labelling, transportation and disposal of scheduled waste shall be done in
accordance with the Environmental Quality (Scheduled Waste) Regulation 2005. Type of
scheduled waste from construction site may include, but not limited to, waste from electrical
and electronic assemblies, asbestos waste, adhesive or glue waste containing organic
solvent, spent lubricating and hydraulic oil, oily residue, etc.
4.2.4.2.1
Scheduled waste storage
The project proponent/contractor shall ensure the following.
a)
Scheduled waste shall be kept in labelled containers/drums and stored in storage
shed.
b)
Contractor shall submit the notification to the DOE once only, unless there is a change
in the category of waste produced within 30 days after being generated.
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c)
Storage for scheduled waste shall be compatible and durable container, scheduled
waste container shall always be closed and provide proper scheduled waste storage
area to prevent spillage into the environment.
d)
The storage area shall be properly constructed and sufficiently bunded. The bund wall
(concrete or brick) around the storage tanks should have the capacity to contain the
worst spillage condition (110 % of the capacity of the largest container stored in the
storage area). Refer Annex G.
e)
For incompatible scheduled waste, it shall be stored in separate containers and such
containers shall be placed in separate secondary containment areas.
4.2.4.2.2 Scheduled waste disposal
The project proponent/contractor shall undertake the collection and disposal of scheduled
waste at site according to the following.
a)
Scheduled waste collection shall be made within 180 days or 20 tonne, whichever
first, or as and when directed by the S.O./P.D.
b)
Scheduled waste shall be identified, stored in proper bins or containers, labelled and
delivered for disposal at designated site(s) approved by the S.O./P.D. or to prescribed
premises licensed by the DOE.
c)
Any spilled oil and grease shall be promptly removed, and this contaminated waste
shall be kept in proper containers. Used oil and grease shall be kept in separate
containers. All containers shall be stored in secured areas prior to disposal by a
licensed contractor as per the Environmental Quality (Scheduled Wastes)
Regulations 2005.
d)
Scheduled waste inventory shall be updated in the Electronic Scheduled Waste
Information System (eSWIS).
e)
All details including forms, documents, receipts, etc. related to management of
construction scheduled waste shall be kept at site and recorded for auditing purposes.
f)
Training shall be organised for all relevant employees involved in identification,
handling, transportation, storage, labelling and response to spillage or release of
scheduled wastes.
4.2.5
Site office and facilities
4.2.5.1
Site office, workshop, canteen and workers accommodation
The items below are additional requirements mentioned in the latest version of JKR
Standard Specification for Building Works or latest version of JKR Standard Specification
for Road Works or MS 2593.
a)
Wastewaters generated from kitchen sinks, bathrooms and wet areas shall be
adequately treated prior to discharge in compliance with Environmental Quality Act
1974 (Act 127).
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b)
Temporary grease trap shall be installed and properly maintained at kitchen areas,
accommodation and workshop.
c)
The provision of sewerage facilities shall comply with Water Services Industry Act
2006 (Act 655), Water Services Industry (Planning, Design and Construction of
Sewerage System and Septic Tank) Rules 2013 and MS 1228.
d)
Sanitary facilities for worker accommodation, if provided, shall be constructed with
septic tank (for below 30 PE) or small sewage treatment system (for 31 PE to 149
PE). For 150 PE and above, sanitary facilities shall comply with the requirements
given in Environmental Quality (Sewage) Regulations 2009.
e)
Effluent quality shall comply with Environmental Quality (Sewage) Regulations 2009.
4.2.6
Site clearing and earthwork
Site clearing and earthworks shall not be carried out prior to approval obtained by the
relevant parties/authorities. Detailed specification for site clearing is given in the latest
version of JKR Standard Specifications for Road Works and Building Works.
4.2.6.1
Site clearing
The project proponent/contractor shall ensure the following.
a)
Site clearing shall be done in stages and within construction limit only.
b)
Cleared vegetation and debris shall be disposed to an approved designated area.
The contractor shall be responsible for identifying these disposal areas, unless stated
otherwise. The approved disposal areas shall be prepared and approved by the
relevant local authority before any site clearing is allowed to commence.
c)
Cleared vegetation, debris and soils shall, on no account, be deposited or placed into
watercourses, streams and rivers.
d)
Trees and vegetation identified for conservation shall be protected by the contractor
at all costs.
e)
Other clearing activities such as access road construction, site office and work-camp
construction, etc. shall be carried out with minimal cutting of trees and site clearing.
The intended area shall be marked out for the S.O./P.D.’s inspection and approval
prior to any site clearing works.
f)
Holes and cavities resulting from clearing, grubbing, de-stumping and de-rooting shall
be backfilled with acceptable materials and compacted to approximate densities of
adjacent areas.
g)
All necessary temporary drainage shall be provided for keeping the site and other
areas free of standing water. Efforts shall be made to channel the surface runoff as
much as possible away from the work areas.
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h)
If due to unforeseen circumstances that turfing cannot be carried out immediately to
the slope exposed areas, temporary protection shall be applied over exposed
surfaces by the contractor.
i)
Necessary precautions shall be taken to prevent deposition of debris, rubbish, silt,
waste materials, polluted water, chemicals, etc. during execution of the works from
entering existing streams/waterways.
j)
Mangrove areas shall be preserved on site unless deemed necessary for
construction. However, the clearing of mangroves shall be limited to the construction
infrastructural area only and with the approval of relevant authorities.
k)
Site clearing shall not be done in riparian reserved area.
4.2.6.2
Earthworks
The project proponent/contractor shall ensure the following.
a)
All the necessary sediment control BMPs shall be installed before the commencement
of earthworks.
b)
All silt traps, sedimentation basins, erosion control measures and drainage system as
shown in drawings shall be constructed in stages and maintained by the contractor.
The location of these mitigating measures shall be detailed and shown on the ESCP
in the EMP/ECR for the approval of the S.O./P.D.
c)
All necessary temporary drainage shall be provided for keeping the site and other
areas free of standing water before the commencement of any earthworks. Effort shall
be made to channel the surface runoff as much as possible away from the work areas.
d)
Unsuitable materials and surplus earth shall be disposed of in designated areas,
within the site or off site. Unless otherwise stated, the contractor shall be responsible
for identifying these disposal areas. The dump site/disposal areas shall be identified
and approved by the S.O./P.D. before commencement of any earthworks. In the event
that additional disposal areas are required, the contractor shall also be responsible
for identifying these disposal areas which shall be approved by the S.O./P.D. Prior
approval for identified route to transport the unsuitable material and surplus earth
shall be obtained from the relevant authorities.
e)
The method of depositing the unsuitable materials and surplus earth to the designated
area shall be properly engineered, designed and shall be sufficiently graded, levelled,
compacted, properly drained, revegetated and approved by the S.O./P.D. Refer to
Annex G.
f)
Transport and stockpile topsoil to designated areas approved by the S.O./P.D. for
reuse during turfing, hydroseeding and landscaping.
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g)
4.2.7
The earthworks shall be scheduled to be carried out as much as possible during dry
weather periods. This is to ensure that the earthwork activities being carried out are
done in a systematic/orderly manner in order to minimise earth surfaces from being
exposed for long periods during wet weather periods. The turfing or hydro seeding
shall be carried out immediately after earthworks and before work on other beam/lift
commences. If due to unforeseen circumstances that turfing cannot be carried out
immediately, temporary protection shall be applied to the exposed slopes.
Access road and existing road
The project proponent/contractor shall ensure the following.
a)
Prior approval for using new or existing roads as construction access road shall be
obtained from the relevant agencies.
b)
All access roads to the site shall be built away from the existing watercourses,
streams and rivers with proper drainage system and be paved for a distance of at
least 10 m from where these access roads join existing roads.
c)
All access roads shall be properly maintained including the drainage system
throughout the construction period to the satisfaction of the S.O./P.D.
d)
Where the contractor uses existing/private roads as his access, he shall be
responsible for any damage to the existing roads, bridges, drains, culverts, roadside
furniture, existing properties and all other appurtenances and services on such roads
caused by any work carried out by him throughout the construction period. Any
damages shall be repaired and reinstate the same to their original condition or the
condition satisfying the current standards/guidelines/requirements to the satisfaction
of the S.O./P.D.
4.2.8
Water quality control
The project proponent/contractor shall ensure the following.
a)
All silt fence, silt traps, sedimentation basins and other erosion and sediment control
measures as shown in ESCP drawings/LD-P2M2 shall be constructed and properly
maintained.
b)
The water used for cleaning vehicle tyres in wash troughs shall be distributed through
any sediment settling sump overflow and directed into the trap tilt. The used water
shall not be allowed to discharge directly into existing drainage system or any water
bodies.
c)
Surface run-off water shall be treated before discharge to watercourse.
d)
The project proponent/contractor shall carry out water spraying minimum three times
a day along haul/access roads, existing road and nearby settlement zone or other
affected areas.
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e)
The project proponent/contractor is prohibited from discharging oil and grease to any
watercourse. Oil drums shall be placed within a sheltered, paved bunded area and
the drainage outlet shall be provided with an oil sump or oil interceptor. Any spilled oil
and grease shall be promptly removed.
4.2.9
Air quality control
The project proponent/contractor shall ensure the following.
a)
Open burning of cleared vegetation, debris, construction waste, etc. is prohibited.
b)
All air quality control measures shall be constructed and properly maintained.
c)
The contractor shall also ensure air quality control at quarry/batching plant (if any)
complies with environmental requirements as stipulated in the Environmental Quality
(Clean Air) Regulations, 2014.
4.2.10
Noise control
The project proponent/contractor shall ensure the following.
a)
All work shall be carried out with least disturbance and noise. All equipment and
machineries are in proper working condition so as to minimise the amount of noise
generated. The S.O./P.D. may require the contractor to replace any machinery that
to his discretion is emitting excessive noise.
b)
Noise barrier shall be installed at the boundary of project side adjacent to any
sensitive receptor area.
4.2.11
Vibration control
The project proponent/contractor shall ensure the following.
a)
The project proponent/contractor shall ensure that at any time, the vibration levels
resulting from his works at or across real property boundary do not exceed the
recommended limits as specified in Table 5. No person, unless duly authorised by
law or carrying legitimate duties, shall use explosives or results in explosions which
create a vibration disturbance across a real property boundary or on a public space
or right of way.
b)
In the case if blasting work is required, prior approval shall be obtained from relevant
authorities and shall comply to Garis Panduan Kerja Peletupan Pembangunan,
Jabatan Mineral dan Geosains.
c)
If dynamic replacement and dynamic compaction activities are conducted, the project
proponent/contractor shall ensure that earth drain/ditch is constructed to minimise the
vibration effect.
d)
The project proponent/contractor shall comply with the general recommendations set
out in The Planning Guidelines for Vibration Limits and Control in the Environment
2007 together with any other specific requirements.
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4.2.12
4.2.12.1
Preservation of flora and fauna
Flora
The project proponent/contractor shall ensure the following.
a)
Prior to site clearing, the forester and/or botanist engaged by the project
proponent/contractor shall assist the surveyor to identify any trees of rare, endemic
or endangered species which need to be conserved or relocated. The contractor shall
produce a flora survey report as specified by Jabatan Perhutanan/Sabah Forestry
Department/Forest Department Sarawak or other relevant authorities. Trees which
are classified as rare, endemic and endangered shall be conserved and marked
(crossed) red. Similarly, trees having girth of 800 mm and above shall be conserved
and marked (crossed) red. Trees which are rare, endemic or endangered and
required to be relocated shall be marked (crossed) white.
b)
The project proponent/contractor shall be responsible for the transportation of trees
to nearby sites, arboretum or other alternatives, so as not to cause interruption to
traffic flow and become hazardous to road users, as advised by the forester. The
project proponent/contractor shall ensure all relocated trees are well kept.
c)
The falling of trees during cutting or logging activities shall be confined within the
construction boundary. Only minimum tree cutting is allowed unless they impose
danger to the public and traffic after completion of the project.
d)
The project proponent/contractor is prohibited from destroying, removing or clearing
trees, timber, shrub and other flora to any extent greater than that approved by the
S.O./P.D. as being necessary for the execution of the contract.
e)
The project proponent, contractor and their employees are prohibited from disposing
waste materials amongst vegetation within or outside the work site.
4.2.12.2
Wildlife/fauna
The project proponent/contractor shall comply with the Wildlife Conservation Act, 2010 (Act
716) Amendment 2012, Wildlife Conservation Enactment 1997 for Sabah and other related
legislations. The project proponent/contractor shall also ensure the following.
a)
The project proponent/contractor shall inform or consult PERHILITAN/Sabah Wildlife
Department/Sarawak Forestry Corporation with regards to preservation of wildlife
prior to commencement of project.
b)
Prohibition from activities:
44
i)
hunting, trapping, disturbing, capturing, endangering or destroying such wildlife
by any means (e.g. poison, baits, bird line or net) as may be protected by
relevant statutes including removing or damaging bird nests and eggs; and
ii)
housing, confining or breeding any wildlife.
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c)
The project proponent/contractor shall be responsible to inform of any presence of
wildlife (refer to First Schedule and Second Schedule of Wildlife Conservation Act
2010 (Act 716) for list of Priorities Species) at their site to PERHILITAN/Sabah Wildlife
Department/Sarawak Forestry Corporation for further action, which include relocation
and rescue of wildlife.
d)
Project proponent/contractor shall be responsible to rehabilitate and enrich
degraded/disturbed wildlife habitat within the construction area once the project
completed, if applicable.
4.2.13
4.2.13.1
Preservation of coral reef and marine ecosystem
Coral reef
The project proponent/contractor shall ensure the following.
a)
Prior to site clearing, the surveyor, assisted by a marine biologist and a marine park
officer, shall identify any boulder or encrusted coral colony or coral colonies/reefs or
immotile endangered species such as giant clams which need to be conserved or
translocated. Coral colonies and immotile species which have been identified shall be
conserved and marked accordingly in the construction plan.
b)
The project proponent/contractor shall ensure that all coral reefs and immotile marine
organisms such as giant clams which are identified to be conserved in the
construction area, are transplanted to an approved location and in accordance with
the transitional rules set by the Department of Fisheries Malaysia/Sabah Parks.
c)
Transplantation of identified coral colonies shall be carried out before any earth
works. For non-transplantable coral colonies (boulder corals, encrusting coral),
design of piling location shall be changed accordingly including redesigning of the
structures for avoidance.
d)
The approval for the transplant operation of coral reefs and immotile marine
organisms shall be obtained from the Director General of the Department of Fisheries
Malaysia/Sabah Parks at least three weeks prior to commencement of work, and the
relocation work shall be monitored by the Department of Fisheries Malaysia/Sabah
Parks.
e)
The project proponent, contractor and their employees are prohibited from collecting
or possessing of any coral and marine organisms, whether alive or dead, dredging or
extracting any sand or gravel, discharging or depositing any pollutant, altering or
destroying the natural breeding grounds or habitat of aquatic life, or destroying any
aquatic life.
f)
The project proponent, contractor and their employees are prohibited from anchoring
any vessel by dropping any kind of weights, or by attaching any type of rope or chain
to any coral, rock or other submerged object.
g)
The sites for translocation of coral has to be 200 m away from project site with similar
depth profile as original coral population location.
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4.2.13.2
Marine aquatic/marine life
The project proponent and contractor shall ensure the following.
a)
The project proponent, contractor and their employees are prohibited from fishing or
attempts to fish capturing, disturbing, removing or possessing any aquatic animal or
aquatic plant or part thereof, whether alive or dead.
b)
The project proponent, contractor and their employees are prohibited from
constructing or erecting any building on or over any land or waters within a marine
park or marine reserve without specific written permission from the Director General
of the Department of Fisheries Malaysia/Sabah Parks/Sabah Fisheries Department.
c)
The project proponent, contractor and their employees are prohibited from destroying
or removing anything in marine parks or marine reserve.
4.2.14
Preservation of man-made and natural heritage sites
For projects located within heritage sites identified by Jabatan Warisan Negara, the project
proponent/contractor shall comply to all requirements stipulated by Jabatan Warisan
Negara. The project proponent/contractor shall ensure the following.
a)
Any development shall comply with the requirements under National Heritage Act
2005 (Act 645), Environment Quality Act 1974 and Garis Panduan Pemuliharaan
Bangunan Warisan.
b)
All new development in the sensitive areas including world heritage sites shall submit
the proposal to the Jabatan Warisan Negara for getting planning approval before any
works start.
c)
If works related to the protection, preservation and conservation of the man-made and
natural heritage, the contractor registered with Construction Industry Development
Board (CIDB) shall be appointed.
d)
All works related to the preservation and conservation of areas including man-made
and natural heritage shall appoint a registered conservator under Jabatan Warisan
Negara to give technical advice on all related conservation works.
e)
All works related to the preservation or man-made and natural heritage sites should
be well monitored through record and documentation of the report (before the work
start, during and after the work done) together with final report, videography and
photography.
f)
All works related to the sensitive areas shall provide a comprehensive Heritage
Impact Assessment (HIA) report and Conservation Management Plan report of the
area involved and submitted to Jabatan Warisan Negara for approval.
g)
All related or new developments shall comply with the requirements gazetted under
UNESCO Convention Concerning the Protection of the World Cultural and Natural
Heritage 1972.
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h)
To ensure that all effective measures regarding legal, technical and financial aspects
are taken necessary holistically for the identification, protection and conservation of
this cultural and natural heritage situated on its territory.
i)
All related issues and challenges shall endeavor as appropriate as possible to
conduct scientific and technical research including sustainable methods, techniques
and testing that threaten cultural or natural heritage.
j)
All sensitive areas that are gazetted by relevant state authority shall be preserved at
all time.
k)
To submit a comprehensive method statement in any conservation works proposed
to the Jabatan Warisan Negara for approval.
l)
All proposed works shall include all conservation principles and should be well
protected to minimise the impact of damage to the existing fabrics and conditions.
m)
All testing that requires chemical treatment shall comply with the security procedures
at all time and assisted by the expert.
n)
Any new development (if any) in heritage site shall remain its original characters,
forms, function, materials, colours and design.
o)
Site of natural beauty needs to galvanise support from across the public and private
sectors to work towards preserving natural and man-made wonders so that future
generations will enjoy and experience, and not be deprived of their beauty.
p)
Site of natural beauty and universal value in particular deserve joint action from all
stakeholders including government, client, end user, local authorities and relevant
agencies, to protect them from the ravages of unfettered human activity.
4.2.15
Requirement for water ways
The project proponent/contractor shall ensure the following.
a)
Approval shall be obtained from Department of Irrigation and Drainage Malaysia and
other related agencies for any works related to all type of existing waterways including
diversions, modifications replacements and/or relocation of rivers, watercourses and
related structures during execution of the works.
b)
Coordination for all operations and necessary adjustments shall be made to their
programme resulting from the requirements from relevant agencies pertaining to
changes made to the natural waterways.
c)
Temporary diversions of rivers and/or waterways shall be capable of sustaining flows
throughout the year as specified by the JPS or other related agencies.
d)
All the temporary work or structure shall be immediately removed and waterways shall
be reinstated as before, upon completion of activity.
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5.
Roles and responsibility
5.1
Project proponent
The project proponent (PP) is legally responsible for ensuring regulatory compliance and
instilling environmental agenda in all stages of project implementation. The major roles and
responsibilities of the project proponent include the following:
a)
formulating an Environmental Policy of the organisation with respect to the EIA/PMM
(Sabah) project, which shall be communicated to the stakeholders, consultants,
contractors and other parties involved in the project planning and implementation;
b)
establishing an organisational structure which clearly shows the emplacement of a
Registered EIA Consultant and an Environmental Officer (EO), where they are
charged with specific responsibilities;
c)
conducting self-regulation;
d)
submitting the Environmental Compliance Report (ECR) (Applicable for Sabah only);
e)
allocating sufficient funds for:
i)
all steps in EIA process;
ii)
every stage of project planning and implementation with itemised budget for
water quality monitoring, air quality and noise monitoring;
iii)
comprehensive site survey and investigation of the specific existing site
conditions;
iv)
implementation of Environmental Management Plan (EMP) or ECR;
v)
mitigation of environmental impacts; and
vi)
training provisions.
f)
appointing an Environmental Officer (EO), at the stage of post submission of EIA
Report to be charged with responsibilities to execute environmental quality control
and performance monitoring functions during the construction and operation phases
of the project implementation;
g)
establishing a project Environmental Performance Monitoring Committee (EPMC) to
monitor the environmental performance, effectiveness of pollution prevention and
mitigation measures (P2M2), and status of regulatory compliance of the project;
h)
setting up a ‘mini laboratory’, wherever appropriate, to facilitate the implementation of
environmental performance monitoring programme. This mini laboratory shall be
adequately equipped with relevant resources including staff and portable analytical
testing equipment;
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i)
ensuring the Environmental Management Plan (EMP) including temporary and
permanent pollution prevention and mitigation measures (P2M2) are implemented
and maintained according to industry’s best practices; and
j)
participating in public participation processes with EIA consultant, as necessary.
5.2
Site Meeting/Environmental Performance Monitoring Committee (EPMC)
The Site Meeting/EPMC shall be represented by all relevant parties involved in project
implementation and chaired by a senior member appointed by the project proponent to
represent them. The EPMC is responsible for the following:
a)
monitor the environmental performance, effectiveness of pollution prevention and
mitigation measures (P2M2), and status of regulatory compliance of the project; and
b)
review the Performance Monitoring Report (PMR) as prepared by the Environmental
Officer.
The chairman shall be responsible for ensuring that the decisions of the meeting are
responsibly executed.
The EPMC shall meet at a minimum, once in a quarter and the minutes of the meeting shall
be maintained.
5.3
Environmental Consultant
The project proponent shall appoint a registered Environmental Consultant as the key
personnel to ensure that the environmental impacts from a project are correctly identified,
assessed, and mitigated. The roles and responsibilities of Environmental Consultant are
as follows:
a)
prepare the Terms of Reference (TOR) for EIA study of a project proposal of a First
or Second Schedule activity or preparing the Scoping Notes for PMM study of a
project proposal under the First Schedule or preparing the Terms of Reference (TOR)
for EIA study of a project proposal under the Second Schedule for Sabah;
b)
perform quality control (QC) to ensure the quality of EIA Report meets the
requirements of DOE and is fit for submission;
c)
prepare and defend the EIA Report of a project of a First or Second Schedule activity;
d)
set up Public Display and Engagement Meetings for Second Schedule Activity only;
and
e)
prepare the Environmental Management Plan (EMP).
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5.4
Contractor
The project proponent shall appoint a suitable contractor with adequate experience and
able to comply with environmental management system requirement. The contractor is
responsible for the following:
a)
complying with all the requirement of the standard; and
b)
conducting activities in accordance with the EIA approval conditions and EMP/ECR.
5.5
Environmental Officer (EO)
5.5.1
For EIA project or PMM project (Applicable for Sabah only)
The project proponent shall appoint qualified personnel as an Environmental Officer (EO)
for a project that requires EIA/PMM. The EO shall have a degree in Civil Engineering or
Environmental Science with minimum 3-year experience. The EO shall obtain CESSWI
(Certified Erosion, Sediment, Stormwater Inspector) Certification or Certified Inspector of
Sediment and Erosion Control (CISEC) or its equivalent certification recognised by
DOE/EPD/NREB. The roles and responsibilities of EO are as follows:
a)
ensure regulatory compliance at the project implementation stage based on the
conditions of approval by DOE (post submission of EIA Report) or environment
conditions in EIA Report approval or mitigation declaration in PMM Report approval
by EPD;
b)
ensure compliance at the project implementation stage based on the requirements in
the contract document, Bill of Quantities (BQ) and JKR EMS ISO 14001;
c)
ensure implementation of the Environmental Management Plan (EMP) and supervise
the installation and maintenance of Erosion and Sediment Control (ESC) or the
temporary and permanent pollution prevention and mitigation measures (P2M2);
d)
implement the Environmental Compliance Report (ECR) (Applicable for Sabah only);
e)
perform or supervise the conduct of performance monitoring (PM) programme as
specified in the PMD;
f)
communicate the status of environmental regulatory compliance of the project during
construction and operation phases to the project proponent;
g)
maintain a detailed record of major upset conditions encountered, if any, for the
duration of the project construction and operation phases;
h)
review the audit findings by third party auditors and ensure that the contractors carry
out corrective action on the findings;
i)
ensure that the contractor circulated copies of reports (refer Table 8) to the relevant
parties;
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j)
act as an environmental advisor to the project proponent in advising him to undertake
additional efforts, if any, to further ensure effective implementation of the
Environmental Management Plan (EMP) or Environmental Compliance Report (ECR)
including temporary pollution prevention and mitigation measures (e.g. P2M2) on a
sustained basis; and
k)
prepare a trend/performance analysis for each parameter on environmental
monitoring from the beginning until the end of the contract period and submit if
requested.
5.5.2 For non-EIA project
The project proponent shall appoint qualified personnel as an Environmental Officer (EO)
for a project that does not require EIA. The EO shall have a degree in Civil Engineering or
Environmental Science with minimum 1-year experience or minimum 3-year experience in
environmental sectors for personnel without a degree qualification. The roles and
responsibilities of EO are as follows:
a)
monitor the implementation of the environmental and enhancement works scope with
compliance to:
i)
contract document and Bill of Quantities (BQ);
ii)
the EMP as approved by relevant regulatory bodies;
iii) the requirement of this standard; and
iv) all relevant regulations and orders under the Environmental Quality Act 1974 (Act
127)
b)
ensure the implementation of the Environmental Management Plan (EMP) and
supervise the installation and maintenance of Erosion and Sediment Control (ESC);
c)
ensure proper record keeping on the implementation and where relevant,
maintenance of all BMPs components for inspection purposes. All BMPs shall be
done prior to earthworks and following the stage of earthworks, as appropriate;
d)
check the EMR and ensure that the control parameters of water, air, noise, vibration
and coral health (if necessary) in accordance with a baseline set out in the EMP;
e)
identify causes and take mitigation measures for each environmental issue arising at
the project site;
f)
review the audit findings by third party auditors and ensure that the contractors carry
out corrective action on the findings;
g)
ensure that the contractor circulated copies of reports (refer Table 8) to the relevant
parties;
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h)
prepare a trend/performance analysis for each parameter on environmental
monitoring from the beginning until the end of the contract period and submit if
requested; and
i)
act as an environmental advisor to the project proponent in advising him to undertake
additional efforts, if any, to further ensure effective implementation of the
Environmental Management Plan (EMP) including ESCP on a sustained basis.
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Annex A
(normative)
Normative references
The following normative references are indispensable for the application of this standard.
For dated references, only the edition cited applies. For undated references, the latest
edition of the normative reference (including any amendments) applies.
Environmental Quality Act 1974 (Act 127)
Environmental Quality (Scheduled Wastes) Regulations 2005
Solid Waste and Public Cleansing Management Act 2007 (Act 672)
Water Services Industry Act 2006 (Act 655)
Atomic Energy Licensing Act 1984 (Act 304)
Solid Waste and Public Cleansing Management (Scheme for Construction Solid Waste)
Regulation 2018
Environmental Quality (Sewage) Regulations 2009
Environmental Quality (Clean Air) Regulation 2014
Environment Quality (Prescribed Activities) (Environment Impact Assessment) Order 2015
Federal Territory (Planning) Act 1982 (Act 267)
Fisheries Act 1985 (Act 317)
National Forestry Act 1984 (Act 313)
Land Conservation Act 1960 (Act 385)
Local Government Act 1976 (Act 171)
National Land Code 1965 (Act 56)
Occupational Safety and Health Act 1994 (Act 514)
Street, Drainage and Building Act, 1974: Act 133 and Amendment, 1978
Town and Country Planning Act 1976 (Act 172)
Wildlife Conservation Act 2010 (Act 716) Amendment 2012
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Workers Minimum Amenities Act 1990 (Act 446)
Akta Penyiasatan Kajibumi 1974 (Akta 129)
Akta Air 1920
National Heritage Act 2005 (Act 645)
Environment Protection Enactment 2002
Town and Country Planning Ordinance (Sabah Cap. 141)
Natural Resources and Environment Ordinance, 1993 – Chapter 84, Laws of Sarawak 1958
Natural Resources and Environment (Prescribed Activities) Order 1994
Sarawak Land Code 1958
Sarawak River Ordinance 1993.
Wildlife Protection Ordinance 1998.
Forest Ordinance 2015.
Water Ordinance 1994
Handbook of Environmental Impact Assessment Guidelines in Malaysia (EGIM)
Handbook for Environmental Impact Assessment (EIA) in Sabah (2nd edition)
Garis Panduan Penyediaan Laporan Pematuhan Alam Sekitar (ECR)
Handbook of the Policy and Basic Procedure of Environmental Impact Assessment (EIA)
in Sarawak
Handbook of EIA Procedures in Sarawak
Guidelines on Land Disturbing Pollution Prevention and Mitigation Measures (LD-P2M2),
Department of Environment Malaysia
Guidelines for erosion and sediment control in Malaysia, Department of Irrigation and
Drainage
Manual Saliran Mesra Alam (MSMA)
MS 2526-12, Urban stormwater management – Part 12: Erosion and sediment control
Sarawak Urban Stormwater Management (SUStoM)
Submission Checklist for Stormwater Management in Malaysia, Department of Irrigation
and Drainage Malaysia
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National Water Quality Standards for Malaysia
Malaysian Guidelines on Ambient Air Quality
Guidelines for Environmental Noise Limits & Control 2019
Guidelines for Noise Labelling and Emission Limits of Outdoor Sources 2007
The Planning Guidelines for Vibration Limits and Control in the Environment 2007
Malaysia Marine Water Quality Criteria and Standard
Town and Country Planning Amendment Act 2017 (Act A1522)
Manual Penyediaan Laporan Penilaian Impak Sosial (SIA) bagi Projek Pembangunan,
PLANMalaysia
MS 2673, Construction solid waste management – Code of practice
MS 2593, Temporary construction site workers’ amenities and accommodation – Code of
practice
Solid Waste and Public Cleansing Management (Scheme for Commercial, Industrial and
Institutional Solid Waste) Regulations 2018
Solid Waste and Public Cleansing Management (Scheme for Household Solid Waste and
Solid Waste Similar to Household Solid Waste) Regulations 2011, including amendment
2016
JKR Standard Specification for Building Works
JKR Standard Specification for Road Works
Water Services Industry (Planning, Design and Construction of Sewerage System and
Septic Tank) Rules 2013
MS 1228, Code of practice for design and installation of sewerage systems
Garis Panduan Kerja Peletupan Pembangunan, Jabatan Mineral Dan Geosains
Wildlife Conservation Enactment 1997
UNESCO Convention Concerning the Protection of the World Cultural and Natural Heritage
1972
ISO 14001, Environmental Management System - Requirement
Garis Panduan Pemuliharaan Bangunan Warisan, Jabatan Warisan Negara
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Annex B
(normative)
Examples of Bills of Quantity (BQ) for environmental protection works
No.
Description of works
Unit
Qty
Rate
Amount
RM
Cent
NON – PHYSICAL WORKS
1
1.1
2
ENVIRONMENTAL IMPACT
ASSESSMENT (EIA)
Preparation, submission and approval of
EIA Report by environmental consultant
registered with Department of Environment
(DOE)
Sum
SOCIAL IMPACT ASSESSMENT (SIA)
2.1
Preparation and submission of SIA Report
by SIA consultant.
3
ENVIRONMENTAL MANAGEMENT PLAN
(EMP)/ENVIRONMENTAL COMPLIANCE
REPORT (ECR)
3.1
Preparation of EMP/ECR shall be deemed
to include the cost of any survey required,
literature, references, consultation and the
production of the documents. It shall also
include the cost for the engagement of
registered environmental consultant
required for carrying out the preparation of
the said report in accordance with
DOE/EPD Sabah Guidelines.
sum
sum
For EMP, preparation, submission, approval
and updating (if necessary) (5 copies) by
environmental consultant, including:
a) Land-Disturbing Pollution Prevention
and Mitigation Measures (LD-P2M2)*
b) Erosion and Sediment Control Plan*
*if applicable
Additional management plan, if required:
a) Construction Waste Management Plan
b) Flora Management Plan
c) Wildlife/Fauna Management Plan
56
sum
sum
sum
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No.
Description of works
d) Coral Reef and Marine Ecosystem
Management Plan
e) Conservation Management Plan
f) Any other plans required
4
4.1
Unit
Qty
Rate
Amount
sum
sum
sum
ENVIRONMENTAL OFFICER (E.O.)
Provision of a full time E.O. for
environmental management works only,
throughout the contract period for the
implementation of EIA/PMM/non-EIA
projects.
manmth
For EIA/PMM project
E.O. shall have a degree in Civil
Engineering or environmental science with
3-year experience and be certified to
CESSWI/CISEC or equivalent.
For non-EIA project
E.O. shall have a degree in Civil
Engineering or environmental science with
1-year experience or minimum 3-year
experience in environmental sectors for
personnel without a degree qualification.
5
ENVIRONMENTAL MONITORING, AUDIT
AND TRAINING
5.1
ENVIRONMENTAL MONITORING
5.1.1
WATER QUALITY CONTROL AND
MONITORING
a) Conduct monthly river/stream/other
water body (excluding marine park)
quality monitoring as specified and as
shown on drawing or as directed by the
S.O./P.D. for the following parameters
throughout the contract period:
i)
1.
2.
3.
4.
nr
Water quality sampling and in-situ
testing:
Turbidity;
pH;
Dissolved Oxygen (DO); and
Temperature.
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No.
Description of works
ii)
1.
2.
3.
4.
5.
6.
1.
2.
3.
4.
ii)
1.
2.
3.
4.
5.
6.
Qty
Rate
Amount
Water quality sampling and
laboratory testing:
Total suspended solid (TSS);
Biochemical oxygen demand
(BOD);
Chemical oxygen demand (COD);
Escherichia coli (E. coli);
Ammoniacal nitrogen; and
Oil and grease.
b) Conduct monthly water quality
monitoring of the effluent discharge at
accommodation, workshop and canteen
area as specified and shown on
drawing or as directed by the S.O./P.D.
for the following parameters throughout
the contract period:
i)
Unit
nr
Water quality sampling and in-situ
testing:
Turbidity;
pH;
Dissolved Oxygen (DO); and
Temperature.
Water quality sampling and
laboratory testing:
Total suspended solids (TSS);
Biochemical oxygen demand (BOD);
Chemical oxygen demand (COD);
Escherichia coli (E. coli);
Ammoniacal nitrogen; and
Oil and grease.
c) Conduct monthly water quality
monitoring at the discharge outlet of silt
trap, sediment pond, sediment basin as
specified and as shown on drawing or
as directed by the S.O./P.D. throughout
the contract period:
nr
i)
Water quality sampling and in-situ
testing:
1. Turbidity test at the discharge outlet
ii)
Water quality sampling and
laboratory testing:
1. Total suspended solids (TSS).
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No.
Description of works
Unit
d) Conduct in-situ water quality monitoring
at the discharge outlet of silt trap,
sediment pond, sediment basin as
specified and as shown on drawing or
as directed by the S.O./P.D. throughout
the contract period:
sum
i)
Turbidity test at the discharge outlet
within 30 min after rainfall event of
more than 12.5 mm or as directed
by the S.O./P.D. If raining
continues for more than 24 h, the
measurement shall be done daily.
(For EIA Projects only)*
ii)
If in-situ turbidity test [4.1.7.1.3 a)
vi)] is required, include provision,
installation and maintenance of at
least 203 mm diameter rain gauge
(manual gauge) or equivalent and
other accessories required (pole
stand, etc.) for rainfall intensity
measurement.
e) For marine parks projects, conduct
weekly water quality monitoring as
specified and as shown in the drawing
or as directed by the S.O./P.D.
throughout the project for the following
parameters:
i)
1.
2.
3.
4.
ii)
1.
2.
3.
4.
5.
6.
7.
Qty
Rate
Amount
nr
Water quality sampling and in situ
testing:
Turbidity;
pH;
Dissolved Oxygen (DO);
Sea surface temperature;
Water quality sampling and
laboratory testing:
TSS
Arsenic (III);
Lead;
Oil and grease;
Faecal coliform;
Ammoniacal nitrogen; and
Phosphate.
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5.1.2
Description of works
Unit
Qty
Rate
Amount
AIR QUALITY CONTROL AND
MONITORING
Air Quality Sampling
Air quality sampling shall be deemed to
include testing by accredited laboratory
a) Conduct quarterly air quality monitoring
for Particulate Matters (PM10/PM2.5) and
if required, NO2, SO2, CO and O3 for 24hour period including wind velocity and
direction as specified or as directed by
the S.O./P.D. throughout the contract
period.
sum
b) If required, all equipment or generator
set that produce heat and power shall
be monitored for NO2 & CO quarterly as
specified or as directed by the S.O./P.D.
throughout the contract period.
sum
NOISE AND VIBRATION CONTROL AND
MONITORING
Noise Level Measurement
Noise level shall be deemed to include
monitoring by accredited laboratory
a) Conduct quarterly noise level
monitoring for a representative sample
of locations, existing noise zones;
identification of the major sources of
sound including LAeq, L10, L90, Lmin and Lmax
as specified or as shown in drawings or
as directed by the S.O./P.D. throughout
the contract period for:
sum
i) Day time (7.00 am – 7.00 pm);
ii) Evening (7.00 pm – 10.00 pm);
iii) Night time (10.00 pm – 7.00 am)
Vibration Measurement
Vibration measurement shall be deemed to
include monitoring by accredited laboratory
a) Conduct vibration monitoring as
specified or as directed by the S.O./P.D.
throughout the contract period:
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No.
Description of works
i)
ii)
5.1.4
Ground vibration.
Structural vibration.
Qty
Rate
Amount
sum
sum
CORAL REEF AND SEAGRASS BED
HEALTH MONITORING
If required, conduct monitoring every four
months throughout contract period:
Method: Standard methods such as reef
check survey, or line intercept transect (100
m permanent transect) and 1 m x 1 m
permanent quadrate for seagrass bed (3
quadrates on each 20 m transect – start
point, middle point and end point.
Sites: At least five sites or as determined by
Department of Fisheries Malaysia
(report to be submitted with photos and
video)
5.2
Unit
sum
ENVIRONMENTAL MONITORING
REPORT
Preparation of …….. hardcopy and ……
softcopy (per month) of the following report
in accordance with DOE/JKR MALAYSIA
requirement throughout the contract period:
i)
5.3
Monthly environmental monitoring
report (EMR), including aerial view
photo or video (if applicable).
sum
ENVIRONMENTAL AUDIT
This audit, where applicable, shall be in
accordance with DOE/JKR MALAYSIA
requirements:
a) Conduct audit prior to commencement
of construction works.
sum
b) Conduct quarterly third party audit as
specified including preparation of …….
copies of Environmental Audit Report
(per audit) throughout the contract
period.
sum
c) Conduct an environmental closure audit
prior to issuance of certificate of
practical completion once including
preparation of …… copies of the report.
sum
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5.4
Description of works
Unit
The project proponent/contractor shall
provide training in the field of environment
for the project team to fulfill the requirement
of relevant acts, regulations and
requirement of EMS. This training shall
include post EIA, Environmental
Management System (EMS) and waste
management including scheduled waste.
The training shall be conducted and given
by an established organisation with
reputable track records in environmental
protection during project management and
construction.
nr
Qty
Rate
Amount
TRAINING
*The training shall be in accordance with the
latest government requirement.
PHYSICAL WORKS (Based on the
EMP/ECR as approved by DOE/JKR
MALAYSIA/EPD)
6
6.1
DUST AND MUD CONTROL
Water Bowser Truck
Item for water bowser truck shall be
deemed to include provision and
maintenance of vehicle, water supply and
driver.
Water bowser truck: for carrying out water
spraying along haul/access roads and
existing roads, and near settlements, for a
minimum of three times per day.
6.2
nr
Tyre Washing Facilities
Item for tyre washing facilities shall be
deemed to include construction of tyre
washing concrete platform, and provision
and maintenance of water supply system.
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No.
Description of works
Unit
Qty
Rate
Amount
a) Wash trough:
Provision, operation and maintenance of
wash trough including operator, water tank
and other necessary equipment as specified
and as per drawing for carrying out cleaning
of vehicle tyres at various exits of the
worksites or as directed by the S.O./P.D.
nr
b) Wash bay:
Provision, operation and maintenance of
wash bay including operator, water tank,
portable water jet and other necessary
equipment as specified and as per drawing
for carrying out cleaning of vehicle tyres at
various exits of the worksites or as directed
by the S.O./P.D.
6.3
nr
Water Sprinkler
Item for water sprinkler shall be deemed to
include provision and maintenance of water
sprinkler
Water sprinkler; [e.g. for control of dust at
quarry/batching plant using pumping
system].
7
7.1
SURFACE RUN-OFF CONTROL
Check dam
Construction of check dam using rocks as
specified and as shown in the drawing or as
directed by the S.O./P.D.
7.2
m3
Sandbags
Supply and lay gunny sack (or equivalent)
size [(350 – 500) mm x (600 – 700) mm]
filled with sand as specified and shown in
the drawing or as directed by the S.O./P.D
7.3
sum
nr
Silt fence
Construction of 1.0 m high silt fence
including non-woven geotextile and wooden
post with dimension as specified and shown
in the drawing or as directed by the
S.O./P.D.
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7.4
Description of works
Qty
Rate
Amount
Gabion wall
Construction of 1.0 m x 1.0 m x 1.0 m
gabion cage with rock fill, sand bed and
geotextile including excavation, jointing,
backfilling and disposal of surplus materials
as specified and shown in drawing and as
directed by the S.O./P.D.
8
Unit
m3
TEMPORARY DRAINAGE WORKS
Drainage excavation shall be deemed to
include preparation of surfaces, double
handling, disposal of surplus excavated
material, upholding sides of excavation,
allowance for joints, backfilling and removal
of dead services and reinstatement of
original surface:
i)
ii)
9
9.1
In earth for […. mm] wide earth drains,
depth not exceeding 1.5 m.
In earth for […. mm] wide earth drains,
depth not exceeding 1.5 m – 2.0 m
m
m
TEMPORARY EROSION CONTROL
Natural control
a) Planting and maintenance of spot
turfing until fully established as
specified or as directed by the S.O./P.D.
for the following:
i) Axonopus compressus (Cow grass)
ii) Cynodon dactylon (Bermuda grass)
iii) Digitaria didactyle (Serangoon
grass)
iv) …….(any other suitable species)
b) Planting and maintenance of
creepers/shrubs until fully established
as specified or as directed by the
S.O./P.D. for the following:
i)
Centrusemo pubscens
ii)
Ficuspumila
iii) Parthenocissus himalayana
iv) Fern
v)
……… (any other suitable species)
64
m2
m2
m2
m2
m2
m2
m2
m2
m2
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No.
9.2
Description of works
Unit
Qty
Rate
Amount
Proprietary products
Supply, install and maintain proprietary or
any man-made products available in the
market to control erosion on slopes
subjected to JKR MALAYSIA’s approval.
i)
ii)
iii)
iv)
Erosion Control Blanket (ECB)
Biodegradable blanket
Canvas sheet
…………. (any other suitable products)
10
TEMPORARY SEDIMENT CONTROL
10.1
Silt trap/sediment basin/sediment pond
a) Excavation to form silt trap/sediment
basin/sediment pond as per drawing
including backfilling and disposal of
surplus material.
b) Sand bedding for silt traps
c) Stone filling at outlet
d) 25 mm size aggregate filling including
geotextile
e) Gabion cage with rock fill and geotextile
including excavation, jointing, backfilling
and disposal of surplus materials as
specified and shown in the drawing or
as directed by the S.O./P.D.
i) 1.0 m x 1.0 m x 1.0 m gabion
ii) 2.0 m x 1.0 m x 1.0 m gabion
iii) 2.0 m x 1.0 m x 0.3 m gabion
mattress
iv) 1.0 m x 1.0 m x 0.3 m gabion
mattress
10.2
m2
m2
m2
m2
m3
m3
m3
m3
m3
m3
m3
m3
Silt curtain/turbidity curtain
Installation of silt curtain/turbidity curtain
(woven/non-woven geotextile) including
accessories (anchor, floats, etc.) according
to approved method of installation by the
supplier or vendor, and as specified and as
shown in the drawing or as directed by the
S.O./P.D.
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m2
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No.
11
Description of works
Unit
Qty
Rate
Amount
MAINTENANCE
Items for maintenance shall be deemed to
include disposal of accumulated debris,
sediment and silt to an approved site,
unless otherwise stated.
a)
b)
c)
d)
e)
f)
g)
h)
12
Silt fence.
Sandbags.
Silt trap.
Sediment basin/sediment pond.
Gabion wall.
Check dam.
Silt curtain/turbidity curtain.
Temporary drainage.
STOCKPILE/TOPSOIL PROTECTION
Provision and maintenance of canvas
sheeting to immediately cover topsoil
stockpile for turfing and landscaping.
13
13.1
sum
sum
sum
sum
sum
sum
sum
sum
m2
FUEL SPILLAGE MANAGEMENT
Containment Bund for Bulk Fuel Tank
Item for skid tank bund shall be deemed to
include traps, oil and grease separators,
and its maintenance and removal upon
completion.
Construct impervious concrete base and
temporary roof as per drawing to contain
110 % volume of stored fuel including
grease trap.
14
14.1
66
sum
WASTE MANAGEMENT
Item for waste management shall be
deemed to include handling, storage,
labelling, preparation of documentation
required and transportation from site by a
licensed contractor for disposal in
accordance with the Solid Waste and Public
Cleansing Management Act 2007 (Act 672)
and Environmental Quality Act 1974 (Act
127) as follows:
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No.
14.2
Description of works
i.
Scheduled waste storage as per
drawing and disposal
sum
ii.
Disposal of scheduled waste according
to scheduled waste regulation
sum
iii. Household solid waste separation,
storage/Mobile Garbage Bin (MGB) and
disposal
sum
iv. Construction solid waste separation,
storage/Roll-on Roll-off (RORO) and
disposal
sum
Amount
nr
sum
FLORA MANAGEMENT
Relocate, transport and maintain of
specified flora at specified location as
directed by Jabatan Perhutanan or other
relevant authorities.
17
Rate
MANAGEMENT OF DISPOSAL SITE FOR
SURPLUS MATERIAL
Item coverage shall be deemed to include
all necessary works as mentioned in the
drawing of instruction to contractors on
disposal of surplus cut material and drawing
of unsuitable/surplus material disposal
embankment.
16
Qty
Temporary grease trap
Provision and maintenance of temporary
grease traps at kitchen and accommodation
areas, site office, workshop and scheduled
waste storage
15
Unit
sum
WILDLIFE MANAGEMENT
Implementation of Wildlife Management
Plan (WMP) including monitoring,
enforcement and mitigation.
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sum
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18
Description of works
Rate
Amount
sum
HERITAGE SITE
Protection, preservation and conservation of
the man-made and natural heritage as
directed by National Heritage Department of
Malaysia or other relevant authorities.
68
Qty
CORAL AND MARINE ECOSYSTEM
MANAGEMENT
Relocation of coral and immotile marine
organisms at an approved location as
directed by Department of Fisheries
Malaysia/Sabah Parks or other relevant
authorities.
19
Unit
sum
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Annex C
(normative)
Method of measurement for environmental protection works
C.1 Non-physical work
C.1.1
Environmental Impact Assessment (EIA) (if applicable)
The unit of measurement for preparation of EIA Report shall be Lump Sum (sum).
Measurement
The measurement for payment shall be the preparation and approval of the EIA report in
accordance to the format in the EIA guidelines for specific activities and A Handbook of EIA
Guidelines prepared by Department of Environment (DOE).
Pricing factor
The items for preparation of the EIA Report shall be in accordance with the Preambles to
Bill of Quantities:
a)
Cost of any study required, literatures, references, consultation in the production of
the EIA Report;
b)
Cost for the engagement of a registered environmental consultant required for
carrying out the respective study and preparation of the said report;
c)
Submission of twenty one (21) hard copies and one (1) digital copy of the approved
and accepted report to S.O. The copyright of the said documents shall be transferred
and become the absolute property of the Government
C.1.2 Social Impact Assessment (SIA) (if applicable)
C.1.2.1
Social impact survey
The unit of measurement to conduct social impact survey shall be Lump Sum (sum).
Measurement
The measurement for payment shall be based on surveys and report conducted for the
project.
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Pricing factor
The items to conduct social impact survey shall be in accordance with the Preambles to Bill
of Quantities:
a)
social impact survey prior to preparation of SIA report; and
b)
preparation and submission of Social Impact Assessment report.
C.1.3 Environmental Management Plan (EMP)/Environmental Compliance Report
(ECR)
The unit of measurement for preparation and acceptance of EMP/ECR shall be Lump Sum
(sum) and include Erosion and Sediment Control Plan (ESCP) and LDP2M2 (if applicable).
Measurement
The measurement for payment shall be made upon submission and acceptance of the
EMP/ECR prepared in accordance to the format as stipulated in the DOE/EPD General
Checklist for Preparing EMP/ECR as follows:
a)
30 % upon submission of draft EMP/ECR to DOE/EPD/JKR Malaysia
b)
40 % upon approval of EMP/ECR by DOE/EPD/JKR Malaysia.
c)
30 % upon updating of EMP/ECR to be released upon 80 % of progress project.
Pricing factor
The items for preparation of ESCP shall be in accordance with the Preambles to Bill of
Quantities.
a)
All cost associated in the preparation of a complete report on LD-P2M2.
b)
All cost associated in the preparation of a complete report on drainage system,
erosion control plan and course of action to be taken.
c)
Additional cost for the engagement of a Professional Engineer with Practicing
Certificate (PEPC) and Certified Professional Erosion and Sediment Control (CPESC)
(for EIA project) or equivalent required for the preparation of the ESCP.
d)
Submission of five (5) copies of ESCP for endorsement by the S.O./P.D.
e)
Construction Waste Management Plan for management of waste including storage,
segregation and disposal; if applicable.
f)
Flora Management Plan for tree conservation including method of preservation and
course of action to be taken; if applicable.
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g)
Wildlife Management Plan for translocation of animal to an approved location by
PERHILITAN, if applicable.
h)
Coral Reef and Marine Ecosystem Management Plan for translocation of coral
colonies and immotile marine organisms, if applicable.
i)
Conservation Management Plan to ensure compliance of contractor in managing
construction site that does not disturb natural or man-made heritage site, if applicable.
j)
Other management plan, if applicable.
C.1.4 Environmental Officer (E.O.)
The unit of measurement for provision of E.O. shall be in man-month (man-mth).
Measurement
The measurement for payment shall be made in each interim payment in proportion of the
total period lapsed to the Contract Period (excluding Defects Liability Period).
The measurement for payment shall be the man-month basis throughout project completion
(excluding Defects Liability Period).
Pricing factors
The items for provision of E.O., assigned to be responsible for environmental management
works only, shall be in accordance with the Preambles to Bill of Quantities:
a)
the wages and other emoluments paid to the E.O.;
b)
working outside the contractor’s normal working hours if required by the S.O./P.D.;
c)
the contractor, with the approval of the S.O./P.D., shall employ a competent E.O.;
d)
costs and expenses incurred consequent upon the employment or hiring of a
competent full time E.O. throughout the contract period including payment of
Employee Provident Fund, insurance, medical and hospitalisation;
e)
costs and expenses incurred for the training/awareness briefing by the E.O. to site
personnel whose activities have impact on the environment;
f)
replacement of incompetent E.O. to the equivalent level or higher to the approval of
the S.O./P.D.; and
g)
any substitution when the appointed E.O. is absent or on leave for more than three
(3) consecutive days.
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C.1.5 Environmental monitoring, audit and training
C.1.5.1 Environmental monitoring
Monitoring is conducted for the following.
i)
water quality monitoring;
ii)
air quality monitoring;
iii)
noise monitoring;
iv)
vibration monitoring;
v)
coral reef and seagrass bed health monitoring (Projects in marine park);
vi)
sewage discharge monitoring;
vii)
marine water quality monitoring (Projects in marine park); and
viii)
discharge from silt trap or sediment basin.
C.1.5.1.1 For items i), ii), iii), iv), vi), vii) and viii) only
The unit for measurement to conduct the above monitoring shall be Lump Sum (sum) for
the whole duration of the contract.
Measurement
The measurement for payment shall be the number of samples taken for monitoring, tested
and accepted by the S.O./P.D.
Pricing factor
The items to conduct environmental monitoring (water, air, noise and vibration) shall be in
accordance with the Preambles to Bill of Quantities:
a)
provision of all necessary equipment as specified;
b)
carrying out calibration of all necessary equipment prior to use;
c)
taking samples according to the intervals, parameters and for the duration specified
at approved sampling locations by trained laboratory personnel;
d)
recording and noting of specified data;
e)
sending samples collected, preserved, testing and analysis at approved independent
accredited laboratory. The analysis report shall be signed by a registered chemist;
and
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f)
submission of analysed results for purpose of reporting (preparation of monitoring
report is measured separately).
C.1.5.1.2 For item v)
The unit for measurement to conduct the above monitoring shall be Lump Sum (sum) for
the whole duration of the contract.
Measurement
The measurement for payment shall be the number of monitoring conducted throughout the
contract period and accepted by the S.O./P.D.
Pricing factor
The item to conduct reef check survey or line intercept transect (100 m permanent transect)
and 1 m x 1 m permanent quadrate for seagrass bed (3 quadrate on each 20 m transect –
start point, middle point and end point for at least five sites or as determined by Department
of Fisheries Malaysia).
C.1.5.2 Environmental monitoring report
The unit of measurement for the preparation of submission of the environmental monitoring
report shall be Lump Sum (sum) for the whole duration of the contract.
Measurement
The measurement for payment shall be the number of reports prepared based on
monitoring carried out and accepted by the S.O./P.D.
Pricing factor
The items for preparation of the monitoring report shall be in accordance with the Preambles
to Bill of Quantities:
a)
cost associated in the preparation of a comprehensive report; and
b)
submission of five (5) copies of report (submitted with photos) to S.O./P.D.
C.1.5.3 Environmental audit and closure audit
The unit of measurement to conduct environmental audit and preparation of environmental
monitoring and audit report shall be Lump Sum (sum) for the whole duration of the contract.
Measurement
The measurement for payment shall be the number of reports prepared based on audits
carried out and accepted by the S.O./P.D.
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Pricing factor
The items to conduct environmental audit and preparation of report including the Closure
Audit Report shall be in accordance with the Preambles to Bill of Quantities:
a)
cost and expenses incurred consequent upon the engagement of a competent,
independent environmental auditor, registered with DOE/EPD/NREB and/or have
attended courses on ISO 14001 auditing with a minimum of auditing experience for
at least three sites;
b)
cost of carrying out third party audit prior to commencement of project; once every
three months or at any other intervals deemed necessary due to legal requirement or
nature of works on site; and prior to issuance of certificate of practical completion,
evaluation of monitoring data and verifying implementation of corrective and
preventive actions;
c)
cost associated in the preparation of a comprehensive report including
recommendations for improvement in accordance with the Standard Report Format
as specified in Annex E of this standard; and
d)
submission of five (5) copies of report (per audit) with colour photographs to S.O./P.D.
C.1.5.4 Training
The unit of measurement for training shall be in number (nr).
Measurement
The measurement for payment shall be the number of training sessions carried out for the
duration of the contract.
Pricing factor
The item for training of personnel shall be in accordance with the Preambles to Bill of
Quantities, i.e. cost associated in organising and conducting training of project team
personnel pertaining to environmental management, post EIA, safety and health,
environmental related legal and other requirements.
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C.2 Physical work
C.2.1 Dust and mud control
C.2.1.1 Water bowser truck
The unit of measurement for provision, operation and maintenance of water bowser truck
shall be in number (nr).
Measurement
The measurement for payment shall be the number of water bowser truck provided on site
and shall be made as follows:
a)
40 % on complete provision of vehicle and equipment to the satisfaction of the
S.O./P.D.; and
b)
60 % for operation and maintenance which shall be made in each interim payment in
proportion of the total period lapsed to the Contract Period (excluding Defects Liability
Period).
Pricing factor
The items for provision, operation and maintenance of bowser truck shall be in accordance
with the Preambles to Bill of Quantities:
a)
all costs associated with the provision and operation of trucks including operators,
water supply, pumping of water, water tank and all other necessary equipment
needed to carry out water spraying;
b)
carrying out water spraying minimum 3 times a day along haul/access roads, existing
road and nearby settlement zone or other affected areas or as directed by S.O./P.D.;
c)
maintenance in a roadworthy condition of trucks and associated equipment;
d)
provision of suitable replacement including equipment when the regular truck is not
available or unserviceable for more than 24 hours; and
e)
removal of truck and equipment from site on completion of the works to the
satisfaction of the S.O including reinstatement of the site.
C.2.1.2 Tyre washing facilities
C.2.1.2.1 Wash trough
The unit of measurement for construction and maintenance of wash trough shall be in
number (nr).
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Measurement
The measurement for payment shall be the number of wash trough constructed on site as
shown in the drawing and shall be made as follows:
a)
60 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
40 % for maintenance which shall be made in each interim payment in proportion of
the total period lapsed to the Contract Period (excluding Defects Liability Period).
Pricing factor
The items for construction and maintenance of wash trough shall be in accordance with the
Preambles to Bill of Quantities:
a)
preparation of site and approaches including excavation and disposal of surplus
excavated materials;
b)
construction of wash trough including concrete, formwork, reinforcement, hardcore
complete as shown in the drawing;
c)
filling and regular maintaining of water during the course of the works;
d)
maintenance of wash trough and cleanliness of the surrounding area including
desalting and disposal of materials;
e)
water treatment prior to release to watercourse; and
f)
demolition and disposal of all rubbish, debris and surplus materials from the site to
the satisfaction of the S.O./P.D. including reinstatement of the site.
C.2.1.2.2 Wash bay
The unit of measurement for construction and maintenance of wash bay shall be in number
(nr).
Measurement
The measurement for payment shall be the number of wash bay constructed on site as
shown in drawing and shall be made as follows:
a)
60 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
40 % for maintenance which shall be made in each interim payment in proportion of
the total period lapsed to the Contract Period (excluding Defects Liability Period).
Pricing factor
The items for construction and maintenance of wash bay shall be in accordance with the
Preambles to Bill of Quantities:
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a)
preparation of site and approaches including excavation and disposal of surplus
excavated materials;
b)
construction of wash bay including concrete, formwork, reinforcement, mild steel
grating, hardcore complete as shown in the drawing;
c)
provision of operator, water tank, portable water jet and other necessary equipment
as per drawing;
d)
filling and regular maintaining of water tank during the course of the works;
g)
water treatment prior to release to watercourse;
e)
maintenance of wash bay and cleanliness of the surrounding area including desalting
and disposal of materials; and
f)
demolition and disposal of all rubbish, debris and surplus materials from the site to
the satisfaction of the S.O./P.D. including reinstatement of the site.
C.2.1.3 Water sprinkler
The unit of measurement for provision and maintenance of water sprinkler shall be in
number (nr).
Measurement
The measurement for payment shall be the number of water sprinkler installed at
quarry/batching plant and shall be made as follows:
a)
40 % on complete installation; and
b)
60 % for operation and maintenance which shall be made in each interim payment in
proportion of the total period lapsed to the Contract Period (excluding Defects Liability
Period).
Pricing factor
The items for provision and maintenance of water sprinkler shall be in accordance with the
Preambles to Bill of Quantities:
a)
supply and installation of water sprinkler system including all other necessary
equipment and facilities;
b)
maintenance of water sprinkler system and associated equipment; and
c)
removal of all installations on site to the satisfaction of the S.O./P.D.
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C.2.2 Surface runoff control
C.2.2.1 Check dam
C.2.2.1.1 Construction of check dam
The unit of measurement for construction of check dam shall be in cubic metre (m3).
Measurement
The measurement for payment shall be the volume of rock constructed as shown in the
detailed drawings and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The items for construction of check dam shall be in accordance with the Preambles to Bill
of Quantities:
a)
excavation for preparation of bed and disposal of surplus excavated materials;
b)
construction of rock check dam including overflow as shown in the detailed drawings;
and
c)
removal and disposal of check dam, all rubbish, to the satisfaction of the S.O./P.D.
including reinstatement of the site.
C.2.2.1.2 Maintenance of check dam
The unit of measurement for maintenance of check dam shall be in cubic metre (m3).
Measurement
The measurement for payment shall be the maintenance of the completed check dam and
shall be made in each interim payment in proportion of the total period lapsed to the
Contract Period (excluding Defects Liability Period).
Pricing factor
The items for maintenance of check dam shall be in accordance with the Preambles to Bill
of Quantities:
a)
check dam shall be checked daily after rain events and weekly during the rainy
season and during the non-rainy season;
b)
maintenance throughout the construction period as directed by the S.O./P.D. and
make good and replace any damaged components; and
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c)
removal of silt and sediment accumulated to approximately two-thirds of filter height
including disposal.
C.2.2.2 Sandbag barrier
C.2.2.2.1 Installation of sandbag barrier
The unit of measurement for installation of sandbag barrier shall be in number (nr).
Measurement
The measurement for payment shall be the number of sandbag barrier constructed as
shown in drawing and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The item for construction of installation of sandbag barrier shall be in accordance with the
Preambles to Bill of Quantities, i.e. labour required for installation purposes.
C.2.2.2.2
Maintenance of sandbag barrier
The unit of measurement for maintenance of sandbag barrier shall be in number (nr).
Measurement
The measurement for payment shall be the maintenance of the completed sandbag barrier
and shall be made in each interim payment in proportion of the total period lapsed to the
Contract Period (excluding Defects Liability Period).
Pricing factor
The items for maintenance of sandbag barrier shall be in accordance with the Preambles
to Bill of Quantities:
a)
sandbag barrier shall be checked daily after rain events and weekly during the rainy
season and during the non-rainy season; and
b)
sediment should be removed when the sediment accumulation reaches to
approximately one-third of the barrier height and it has to be incorporated into
earthwork on the site or disposed at an appropriate location.
C.2.2.3 Silt fence
C.2.2.3.1
Construction of silt fence
The unit of measurement for construction of silt fence shall be in metre (m).
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Measurement
The measurement for payment shall be the length of complete fence constructed as shown
in the drawing and shall be made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The items for construction of silt fence shall be in accordance with the Preambles to Bill of
Quantities:
a)
clearing of site for base preparation;
b)
construction of silt fence as shown in the detailed drawing; and
c)
removal and disposal of all rubbish, debris and surplus materials from the site to the
satisfaction of the S.O./P.D. including reinstatement of the site
C.2.2.3.2
Maintenance of silt fence
The unit of measurement for maintenance of silt fence shall be in metre (m).
Measurement
The measurement for payment shall be made in each interim payment in proportion of the
total period lapsed to the Contract Period (excluding Defects Liability Period).
Pricing factor
The items for maintenance of silt fence shall be in accordance with the Preambles to Bill of
Quantities:
a)
silt fence shall be checked daily after rain events and weekly during the rainy season
and during the non-rainy season of geotextile and other components for rips, tears
and other types of deteriorations and replacements if required; and
b)
removal of silt and sediment accumulated to approximately two-thirds of filter height
including its disposal.
C.2.2.4 Gabion wall
C.2.2.4.1 Construction of gabion wall
The unit of measurement for construction of gabion wall shall be in number (nr).
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Measurement
The measurement for payment shall be the number of specified size gabion constructed as
shown in the drawing and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The items for construction of gabion wall shall be in accordance with the Preambles to Bill
of Quantities:
a)
excavation for preparation of bed and disposal of surplus excavated materials;
b)
construction of gabion overflow including cage, geotextile and rock fill as shown in the
detailed drawings;
c)
assembling, tying and staking for the positioning of the gabion units; and
d)
removal and disposal of all rubbish, debris and surplus materials from the site to the
satisfaction of the S.O./P.D. including reinstatement of the site.
C.2.2.4.2 Maintenance of gabion wall
The unit of measurement for maintenance of gabion shall be in number (nr).
Measurement
The measurement for payment shall be made in each interim payment in proportion of the
total period lapsed to the Contract Period (excluding Defects Liability Period).
Pricing factor
The items for maintenance of gabion wall shall be in accordance with the Preambles to Bill
of Quantities:
a)
regular inspections and maintenance throughout the construction period as directed
by the S.O./P.D. and make good and replace any damaged components; and
b)
removal of accumulated silt and sediment when full including disposal.
C.2.3 Temporary drainage works
The unit of measurement for provision and maintenance of temporary earth drain shall be
cubic metre (m3).
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Measurement
The measurement of payment shall be the volume of the void formed from the surface of
the ground after clearing and excavation of topsoil to the lines, levels, grades and
dimensions as shown in the drawings or as directed by the S.O./P.D.
Pricing factor
The items for provision and maintenance of temporary earth drain shall be in accordance
with the Preambles to Bill of Quantities:
a)
preparation of site, excavation, levelling, trimming, shaping and compacting surface
of excavation to the required lines, levels, grade and dimensions and disposal of
surplus excavated material;
b)
reinstatement of site on completion of the work, to the satisfaction of the S.O./P.D.;
c)
inspection at regular interval and after heavy rain to check for clogs and sediment
laden; and
d)
removal of accumulated sediment to disposal site and reshaping of temporary
drainage.
C.2.4 Temporary erosion control
C.2.4.1 Natural control
The unit of measurement for planting and maintenance of turf grass/creepers/shrubs shall
be in square metre (m²).
Measurement
The measurement for payment shall be made of the plan area placed to the lines, level
grades and dimensions shown in the drawing or as directed by the S.O./P.D.
Pricing factor
The item for planting and maintenance of turf grass/creepers/shrubs shall be in accordance
with the Preambles to Bill of Quantities:
a)
removal of debris from the surfaces of earthwork to be turfed;
b)
the preparation of the areas to be turfed including if appropriate the amount of topsoil
to be used and its method of application;
c)
the details and results of investigations to determine which types of grass and
legumes are compatible with the soil in the areas to be turfed;
d)
the types of grass and legumes (if any), strains of seeds or type of plants to be used,
and the function, root and growth characteristics of each type;
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e)
the rates of application of the grass and legume seeds;
f)
the type of mulch to be used and its method and rate of application;
g)
the amount of lime or other chemicals (if any) to be applied to improve the soil before,
during and after turfing;
h)
the equipment and methods to be used in preparing and placing the turf mix and other
materials;
i)
the cultivation and aftercare of the turfed areas, including rates and frequencies of
watering, fertilising, grass cutting and general maintenance for one year after turfing;
and
j)
an estimate of the time required after turfing for establishment of a permanent dense
growth of grass which will require minimal maintenance.
C.2.4.2 Proprietary products
The unit of measurement for installation and maintenance of proprietary products shall be
in square metre (m²).
Measurement
The measurement for payment shall be made of the plan area placed to the lines, level
grades and dimensions shown in the drawing or as directed by the S.O./P.D.
Pricing factor
The items for installation and maintenance of proprietary products shall be in accordance
with the Preambles to Bill of Quantities:
a)
removal of debris from the surfaces of earthwork to be controlled;
b)
the preparation of the areas to be controlled including (if any) the amount of topsoil to
be used and its method of application;
c)
the details and results of investigations to determine which types of proprietary
products used are compatible with the soil in the areas to be artificially controlled; and
d)
the type of proprietary products to be used and its method and rate of application
including equipment and maintenance required.
C.2.5 Temporary sediment control
C.2.5.1 Silt trap/sediment basin/sediment pond
C.2.5.1.1 Gabion
The unit of measurement for construction of gabion units in silt traps or sediment basins
shall be in number (nr).
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Measurement
The measurement for payment shall be the number of specified size gabion unit constructed
as shown in the drawing and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal
Pricing factor
The items for construction of gabion units in silt traps and sediment basins shall be in
accordance with the Preambles to Bill of Quantities:
a)
excavation for preparation of the silt trap and disposal of surplus excavated materials;
b)
construction of gabion overflow including cage, geotextile and rock fill as shown in the
detailed drawings;
c)
assembling, tying and staking for the positioning of the gabion units; and
d)
removal and disposal of all rubbish, debris and surplus materials from the site to the
satisfaction of the S.O./P.D. including reinstatement of the site.
C.2.5.1.2 Sand bedding
The unit of measurement for sand bedding in silt traps or sediment basins shall be in cubic
metre (m3).
Measurement
The measurement for payment shall be the volume of sand bedding constructed as shown
in the drawing and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The items for construction of sand bedding in silt traps and sediment basins shall be in
accordance with the Preambles to Bill of Quantities:
a)
excavation for construction of the sand bedding and disposal of surplus excavated
materials; and
b)
maintenance of the sand bedding to effectively control siltation and sedimentation.
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C.2.5.1.3 Stone filling
The unit of measurement for construction of stone filling in silt traps or sediment basins
shall be in cubic metre (m3).
Measurement
The measurement for payment shall be the volume of stone filling constructed as shown in
the detailed drawings and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The items for construction of stone filling in silt traps and sediment basins shall be in
accordance with the Preambles to Bill of Quantities:
a)
excavation for construction of stone filling and disposal of surplus excavated
materials; and
b)
maintenance of the stone filling to effectively control siltation and sedimentation.
C.2.5.1.4 Mortared riprap
The unit of measurement for construction of mortared riprap in silt traps or sediment basins
shall be in cubic metre (m3).
Measurement
The measurement for payment shall be the volume of mortared riprap constructed as shown
in the drawing and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The item for construction of mortared riprap in silt traps and sediment basins shall be in
accordance with the Preambles to Bill of Quantities:
a)
excavation for construction of the mortared riprap and disposal of surplus excavated
materials; and
b)
maintenance of the mortared riprap to effectively control siltation and sedimentation.
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C.2.5.1.5 Excavation for silt trap/sediment basin/sediment pond construction
The unit of measurement for excavation of earth for silt traps/sediment basin/sediment pond
shall be in cubic metre (m3).
Measurement
The measurement for payment shall be the volume of earth excavated as shown in drawing
and approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The item for excavation of earth for silt traps or sediment basin shall be in accordance with
the Preambles to Bill of Quantities, i.e. excavation for preparation of the silt trap and
disposal of surplus excavated materials.
C.2.5.1.6 Maintenance of silt trap or sediment basin
The unit of measurement for maintenance of silt trap or sediment basin shall be Lump Sum
(sum).
Measurement
The measurement for payment shall be the maintenance of the completed silt trap or
sediment basin and shall be made in each interim payment in proportion of the total period
lapsed to the Contract Period (excluding Defects Liability Period).
Pricing factor
The items for maintenance of silt trap or sediment basin shall be in accordance with the
Preambles to Bill of Quantities:
a)
regular inspections and maintenance throughout the construction period as directed
by the S.O./P.D. and make good and replace any damaged component;
b)
removal of silt and sediment accumulated to approximately two-thirds of filter height
including disposal; and
c)
inspections at weekly interval and after heavy rain for damage and other types of
deteriorations and replacements if required.
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C.2.5.2 Turbidity curtain/silt curtain
C.2.5.2.1 Installation of turbidity curtain/silt curtain
The unit of measurement for installation of turbidity curtain/silt curtain/barrier shall be in
square metre (m2).
Measurement
The measurement for payment shall be the area of curtain constructed as shown in the
detailed drawings and approved by the S.O./P.D. and made as follows:
a)
70 % on complete installation to the satisfaction of the S.O./P.D.; and
b)
30 % on removal.
Pricing factor
The items for installation of silt curtain shall be in accordance with the Preambles to Bill of
Quantities:
a)
installation of silt curtain according to approved method of installation by the supplier
and as shown in the detailed drawings; and
b)
removal including of all rubbish, debris and surplus materials from the site to the
satisfaction of the S.O./P.D.
C.2.5.2.2 Maintenance of turbidity curtain/silt curtain/barrier
The unit of measurement for maintenance of silt curtain shall be in square metre (m2).
Measurement
The measurement for payment shall be the maintenance of the completed silt curtain and
shall be made in each interim payment in proportion of the total period lapsed to the
Contract Period (excluding Defects Liability Period).
Pricing factor
The item for maintenance of silt curtain shall be in accordance with the Preambles to Bill of
Quantities, i.e. inspections at weekly interval and after heavy rain for rips, tears and other
types of deteriorations and replacements, if required.
C.2.6 Stockpile/topsoil protection
The unit of measurement for canvas sheeting to temporarily cover topsoil and finished slope
shall be in square metre (m2).
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Measurement
The measurement for payment shall be the area of sheeting laid (laps shall not be
measured for payment) as approved by the S.O./P.D. and made as follows:
a)
70 % on complete installation to the satisfaction of the S.O./P.D.; and
b)
30 % on maintenance and removal.
Pricing factor
The item for installation of canvas sheeting shall be in accordance with the Preambles to
Bill of Quantities, i.e. supply and placing of canvas sheeting to cover topsoil stockpile.
C.2.7 Fuel spillage management
The unit of measurement for containment bund for bulk fuel tank shall be in Lump Sum
(sum).
Measurement
The measurement for payment shall be the number constructed as shown in drawing and
approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.;
b)
20 % on maintenance; and
c)
10 % on removal.
Pricing factor
The items for construction of containment bund shall be in accordance with the Preambles
to Bill of Quantities:
a)
excavation for preparation of base and disposal of surplus excavated materials;
b)
construction of concrete base, brick wall, roof including grease trap with oil and grease
separator overflow complete as shown in the detailed drawings. The bund wall around
the storage tanks should have the capacity to contain the worst spillage condition
(110 % of the capacity of the container).
c)
regular cleaning and maintenance of grease trap, bund and surrounding areas to
prevent surface corrosion;
d)
installation of proper drainage to bund and surrounding area; and
e)
demolition, removal and disposal of bund and all rubbish, debris and surplus materials
from the site to the satisfaction of the S.O./P.D. including reinstatement of the site.
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C.2.8 Waste management
C.2.8.1 Construction solid wastes
The unit of measurement for disposal of construction solid wastes shall be in Lump Sum
(sum).
Measurement
The measurement for payment shall be the amount of construction solid waste disposed
from the project site.
Pricing factor
The items for disposal of scheduled waste shall be in accordance with the Preambles to Bill
of Quantities:
a)
management of construction solid wastes generated on site according to the
regulations and specification;
b)
segregation and temporary storage of construction solid waste as per regulations;
and
c)
disposal of construction solid wastes, at interval based on amount of waste
generated, by licensed contractor to the designated areas.
C.2.8.2 Household solid wastes
The unit of measurement for disposal of household solid wastes shall be in Lump Sum
(sum).
Measurement
The measurement for payment shall be the amount of household solid waste disposed from
the project site.
Pricing factor
The items for disposal of scheduled waste shall be in accordance with the Preambles to Bill
of Quantities:
a)
management of household solid wastes generated on site according to the
regulations and specification;
b)
segregation and temporary storage of household solid waste as per regulations; and
c)
disposal of household solid wastes, at interval based on amount of waste generated,
by licensed contractor to the designated areas;
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C.2.8.3 Scheduled wastes
C.2.8.3.1 Storage shed
The unit of measurement for construction of storage shed shall be Lump Sum (sum).
Measurement
The measurement for payment shall be the shed constructed as shown in the drawing and
approved by the S.O./P.D. and made as follows:
a)
70 % on complete construction to the satisfaction of the S.O./P.D.; and
b)
30 % on maintenance and removal.
Pricing factor
The item for construction of containment bund shall be in accordance with the Preambles
to the Bill of Quantities, i.e. all costs associated with the construction, maintenance and
removal of suitable storage shed for the purpose of housing scheduled wastes.
C.2.8.3.2 Scheduled wastes disposal
The unit of measurement for disposal of scheduled wastes shall be in Lump Sum (sum).
Measurement
The measurement for payment shall be the number of consignments of scheduled waste
disposed from the project site.
Pricing factor
The items for disposal of scheduled waste shall be in accordance with the Preambles to Bill
of Quantities:
a)
identifying the category of scheduled waste generated from the project site as per the
1st Schedule;
b)
management of scheduled wastes generated on site according to the regulations and
specification;
c)
storing and labelling of scheduled waste as per regulations;
d)
transportation and disposal of scheduled wastes by licensed contractor to the
prescribed premises for treatment; and
e)
training of all relevant employees involved in identification, handling, transportation,
storage and response to spillage or release of scheduled wastes.
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C.2.8.4 Temporary grease trap
The unit of measurement for temporary grease trap shall be in Lump Sum (sum).
Measurement
The measurement for payment shall be the number of temporary grease trap constructed.
Pricing factor
The items for construction of temporary grease trap shall be in accordance with the
Preambles to Bill of Quantities:
a)
construction and maintenance of temporary grease trap at kitchen areas of site office
and accommodation, and workshop;
b)
skimming of oil and grease from the trap for disposal as scheduled waste; and
c)
removal of temporary grease traps to the satisfaction of S.O./P.D.
C.2.9 Management of disposal site for surplus material
The unit of measurement for construction of disposal site for surplus material shall be in
Lump Sum (sum).
Measurement
The measurement for payment shall be the construction of surplus material disposal
embankment constructed as shown in the drawing and approved by the S.O./P.D.
Pricing factor
The items for construction of surplus material disposal embankment shall be in accordance
with the Preambles to Bill of Quantities:
a) construction and maintenance of surplus material disposal embankment as per drawing;
and
b) turfing of embankment.
C.2.10
C.2.10.1
Flora management
Flora survey
The unit of measurement to conduct flora survey shall be Lump Sum (sum).
Measurement
The measurement for payment shall be the submission and acceptance of the report by the
S.O./P.D.
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Pricing factor
The item for conducting flora survey shall be in accordance with the Preambles to Bill of
Quantities, i.e. the costs of literatures, references and consultation in the production of the
flora survey report.
C.2.10.2
Relocation, transportation and maintenance of trees
The unit of measurement for relocation, transportation and maintenance of trees with
conservation value shall be in provisional sum.
Measurement
The measurement for payment shall be upon the completion of the relocation process and
acceptance by the S.O./P.D.
Pricing factor
The items for relocation, transportation and maintenance of trees shall be in accordance
with the Preambles to Bill of Quantities:
a)
trees relocation to an approved site and/or arboretum as required by Jabatan
Perhutanan;
b)
handling, storing and maintaining packages of salvaged trees in well-kept condition
including safety during relocation and transportation;
c)
watering; and
d)
fertiliser required and nurturing until the flora is established at the temporary nursery
and at the final place of relocation.
C.2.11
C.2.11.1
Wildlife management
Fauna survey/wildlife inventory
The unit of measurement to conduct fauna survey shall be in Lump Sum (sum).
Measurement
The measurement for payment shall be based on surveys and report conducted for the
project.
Pricing factor
The item to conduct fauna survey shall be in accordance with the Preambles to Bill of
Quantities, i.e. fauna survey prior to site clearing, during and end of construction period.
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C.2.11.2
Wildlife Management Plan
The unit of measurement for preparation and submission of a Wildlife Management Plan
shall be in Lump Sum (sum).
Measurement
The measurement for payment shall be based on the preparation and submission of a
Wildlife Management Plan conducted for the project.
Pricing factor
The items to prepare, submit and to get approval for Wildlife Management Plan shall be in
accordance with the Preambles to Bill of Quantities:
a)
cost of any study required, literatures, references, consultation in the production of
the Wildlife Management Plan;
b)
cost for the engagement of a relevant registered environmental consultant required
for carrying out the respective study and preparation of the report; and
c)
submission of five (5) hard copies and one (1) digital copy of the approved and
accepted report to the S.O./P.D. The copyright of the said documents shall be
transferred and become the absolute property of the Government.
C.2.11.3
Implementation of Wildlife Management Plan
The unit of measurement for implementation of Wildlife Management Plan shall be
provisional sum.
Measurement
The measurement for payment shall be based on the cost for implementation of Wildlife
Management Plan.
Pricing factor
The cost for implementation of Wildlife Management Plan shall be in accordance with the
Preambles to the Bill of Quantities:
a)
implementation of Wildlife Management Plan as approved by PERHILITAN or other
relevant authorities; and
b)
handling and transporting of wildlife in well-kept condition including safety during
relocation and transportation. It shall also include trapping, transportation, protection
and treatment required for the well-being of the fauna at the rehabilitation centres as
well as before their release at the final place of relocation/rehabilitation.
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C.2.12
C.2.12.1
Coral reef and marine ecosystem management
Coral reef and marine ecosystem survey
The unit of measurement to conduct coral reef and marine ecosystem survey shall be Lump
Sum (sum).
Measurement
The measurement for payment shall be based on surveys and report conducted for the
project.
Pricing factor
The items to conduct coral reef and marine ecosystem survey shall be in accordance with
the Preambles to Bill of Quantities:
a)
Coral reef and marine ecosystem survey prior to site clearing, during and at the end
of the construction period; and
b)
preparation and submission of coral reef and marine ecosystem survey report.
C.2.12.2
Coral Reef and Marine Ecosystem Management Plan
The unit of measurement for preparation and submission of Coral Reef and Marine
Ecosystem Management Plan shall be in Lump Sum (sum).
Measurement
The measurement for payment shall be based on the preparation and submission of Coral
Reef and Marine Ecosystem Management Plan conducted for the project.
Pricing factor
The items to prepare, submit and to get approval for Coral Reef and Marine Ecosystem
Management Plan shall be in accordance with the Preambles to Bill of Quantities:
a)
cost of any study required, literatures, references, consultation in the production of
the Coral Reef and Marine Ecosystem Management Plan;
b)
cost for the engagement of a relevant registered environmental consultant required
for carrying out the respective study and preparation of the report; and
c)
submission of ten (10) hard copies and one (1) digital copy of the approved and
accepted report to the S.O./P.D. The copyright of the said documents shall be
transferred and become the absolute property of the Government.
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C.2.12.3
Relocation of coral and immotile marine organisms
The unit of measurement for relocation of coral and immotile marine organisms to an
approved location shall be provisional sum.
Measurement
The measurement for payment shall be based on the cost for relocation of coral and
immotile marine organisms.
Pricing factor
The cost for relocation of coral and immotile marine organisms shall be in accordance with
the Preambles to the Bill of Quantities:
a)
coral relocation to an approved location as required by Department of Fisheries
Malaysia or other relevant authorities; and
b)
handling and transporting of coral and immotile marine organisms in well-kept
conditions including safety during relocation and transportation. It shall also include
transportation, protection and treatment required for the well-being of the coral and
immotile marine organisms at a location specified by Department of Fisheries
Malaysia or other relevant authorities.
C.2.13
Conservation Management Plan
The unit of measurement for preparation and submission of Conservation Management
Plan shall be in Lump Sum (sum).
Measurement
The measurement for payment shall be based on the preparation and submission of
Conservation Management Plan conducted for the project.
Pricing factor
The items to prepare, submit and to get approval for Conservation Management Plan shall
be in accordance with the Preambles to Bill of Quantities:
a)
cost of any study required, literatures, references, testing, consultation in the
production of the Conservation Management Plan;
b)
cost for the engagement of a relevant registered conservator required for carrying out
the respective study and preparation of the report, and submission for planning
approval by Jabatan Warisan Negara; and
c)
submission of ten (10) hard copies and one (1) digital copy of the approved and
accepted report to the S.O./P.D. The copyright of the said documents shall be
transferred and become the absolute property of the Government.
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Annex D
(normative)
Contractual requirements
Environmental protection and enhancement work for conventional contract projects are to
be specified in the Instructions to Tenderer (ITT) and Conditions of Contracts. These shall
form part of the pre-bid document to be prepared for Conventional Contract projects.
D.1 Instructions to Tenderer (ITT)
As stated in the Contract Specification issued by JKR Malaysia on behalf of the Government
of Malaysia, the contractor shall comply with all legal duties and obligations regarding the
protection of the environment as laid down in the Environmental Quality Act 1974 (Act 127)
and other agencies requirements for non-prescribed activities (not subjected to EIA). Before
the commencement of works, contractor shall submit to the Superintendent Officer (S.O),
an Environmental Management Plan (EMP), detailing the contractor’s proposed
arrangement for the abatement and mitigation measures for environmental protection,
environmental monitoring, testing programme and reporting, and its organisation chart.
D.2 Conditions of Contract
For conventional projects, an EMP report should be submitted by the contractor to the S.O
and shall be approved prior to commencement of any works on site. The contractor shall
comply with all the requirements of the conditional approval of the EIA report and/or the
recommendations in the EMP.
No site clearing and earthworks shall be carried out prior to EMP approval by relevant
parties/authorities. EMP should be updated throughout the construction period for onsite
suitability. In the event if the contractor fails to submit such a plan, then the Government
deserves the right to prepare such a plan and the costs incurred shall be deducted from the
contract sum. The cost of preparing the EMP shall include the cost involved in obtaining the
services of a DOE-registered environmental consultant and is deemed to be borne by the
contractor.
The Environmental Impact Assessment (EIA) Report and the Conditions of Approval given
by the DOE Malaysia, NREB (Sarawak) or ECR for EPD (Sabah) shall be made available
to assist the contractor and the environmental consultant in preparing the EMP/ECR or any
other applicable reports.
D.3 Design and Build Contract
For design and build contract, reference shall be made to the need statement pertaining
to environmental protection and enhancement requirements. The need statement is as
below.
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GOVERNMENT REQUIREMENTS (NEED STATEMENT) (TERMS OF REFERENCE)
ENVIRONMENTAL PROTECTION AND ENHANCEMENT REQUIREMENTS
(FOR DESIGN AND BUILD PROJECTS)
Fill in name of project
CONTENTS
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
Scope of Works
Special Requirements
Legal Requirements
3.1
Compliance with the Legal Requirements
3.2
Environmental Impact Assessment (EIA)
3.3
Environmental Protection Works
Safety and Health Requirements
Waste Management and Disposal System
Stormwater Management
Environmental Management Plan
7.1
Erosion and Sediment Control Plan (ESCP)
Environmental Monitoring, Auditing and Training
8.1
Monitoring
8.2
Auditing
8.3
Reports
8.4
Training
GENERAL
1.0 Scope of Works
1.1 The works shall cover planning, design, construction, monitoring, auditing, reporting,
training and maintenance of environmental protection and enhancement work.
1.2 The contractor is deemed to have visited the site to familiarise himself with site and
local conditions that pertain to the necessary programme, design and execution of this work.
The contractor shall take all necessary actions and precautions during construction and
maintenance works so as not to affect the surrounding environment.
2.0 Special Requirements
2.1 An EMP report should be submitted by the contractor to the P.D. and shall be
approved prior to commencement of any works on site. For projects subjected to EIA
requirements, the EMP shall be submitted after the approval of the EIA. No site clearing
and earthworks shall be carried out prior to EMP approval by relevant parties/authorities.
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2.2 The contractor shall need to include the environmental activities in the work
programme to be submitted to the P.D. These activities shall contain all the necessary
actions and interactions in detail.
2.3 The onus of obtaining timely approval from each relevant Local Approving Authority
on environment shall be the contractor’s responsibility. Untimely receipt of approvals which
may affect the contractor’s design/construction programme shall not in any way be a
basis/cause for consideration of time extension or variation to the contract.
2.4 The contractor shall take serious and urgent actions on all findings and
recommendations toward protecting the environment as in the report or/and as instructed
by the P.D. Failure to do so, the P.D shall appoint other party and all costs will be borne by
the contractor.
2.5
The contractor shall provide rain gauge to determine rain fall intensity and turbidity
measuring equipment to determine direct in-situ measurement on water quality for
immediate rectification action should pollution occur.
3.0 Legal Requirements
3.1
Compliance with the Legal Requirements
Prior to the execution of the project, the project proponent/contractor shall comply with all
related federal and state legislations such as, but not limited to, the following:
a)
Environmental Quality Act 1974 (Act 127)
b)
Environmental Quality (Scheduled Wastes) Regulations 2005
c)
Environmental Quality (Sewage) Regulations 2009
d)
Environmental Quality (Clean Air) Regulation 2014
e)
Environment Quality (Prescribed Activities) (Environment Impact Assessment) Order
2015
f)
Federal Territory (Planning) Act 1982 (Act 267)
g)
Fisheries Act 1985 (Act 317)
h)
National Forestry Act 1984 (Act 313)
i)
Land Conservation Act 1960 (Act 385)
j)
Local Government Act 1976 (Act 171)
k)
National Land Code 1965 (Act 56)
l)
Occupational Safety and Health Act 1994 (Act 514)
m)
Solid Waste and Public Cleansing Management Act 2007 (Act 672)
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n)
Street, Drainage and Building Act, 1974: Act 133 and Amendment, 1978
o)
Town and Country Planning Act 1976 (Act 172)
p)
Wildlife Conservation Act 2010 (Act 716) Amendment 2012
q)
Workers Minimum Amenities Act 1990 (Act 446)
r)
Akta Penyiasatan Kajibumi 1974 (Akta 129)
s)
Akta Air 1920.
For Sabah:
a)
Environment Protection Enactment 2002 (Sabah)
b)
Town and Country Planning Ordinance (Sabah Cap. 141)
For Sarawak:
a)
Natural Resources and Environment Ordinance (Chapter 84, Laws of Sarawak Ed.
1958)
b)
Natural Resources and Environment (Prescribed Activities) Order 1994
c)
Sarawak Land Code 1958
d)
Sarawak River Ordinance 1993
e)
Wildlife Protection Ordinance 1998
f)
Forest Ordinance 2015
g)
Water Ordinance 1994
The current and updated legislations (including any amendments) shall be used as
reference at all times.
3.2
Environmental Impact Assessment (EIA)/PMM
Where EIA/PMM is required by the said Act, the contractor shall prepare, submit and obtain
approval from the DOE/NREB/EPD. The contractor shall incorporate in his works all the
abatement and mitigation measures for environmental protection and enhancement
including monitoring and auditing.
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3.3
Other management plan
Where required by the said Act, the contractor shall prepare, submit and obtain approval
from the relevant approving authorities for other management plan, if applicable, such as:
a)
Construction Waste Management Plan;
b)
Flora Management Plan, including Site Inventory Analysis and Penilaian isi hutan;
c)
Wildlife/Fauna Management Plan;
d)
Coral Reef and Marine Ecosystem Management Plan;
e)
Conservation Management Plan; and
f)
Any other plans required.
3.4
Environmental Protection Works
The contractor shall identify the significant environmental aspects and impacts of the
projects and execute all mitigating measures proposed in the Conditions of Approval by the
Approving Authority and in the EMP/ECR. Reference shall be made to the JKR/SIRIM 3,
for a more comprehensive understanding of the scope of works. The contractor shall also
observe/carry out the following.
a)
Limit and control site clearing works to construction areas only. Existing trees of
80 cm diameter at breast height are to be retained as much as possible and only
minimum tree cutting is allowed unless they impose danger to the public and traffic
after completion of the project.
b)
Transport and stockpile topsoil to designated areas approved by the P.D. for reuse
during turfing, hydroseeding and landscaping.
c)
Turf or hydroseed slopes immediately upon reaching their formation levels. For cut
slopes, hydroseeding shall be carried out together with supportive materials.
Landscaping works shall commence early as directed by the P.D.
d)
Take necessary precautions to prevent deposition of debris, rubbish, silt, waste
materials, polluted water, chemicals, etc. during execution of the works from entering
existing streams/waterways.
e)
Construct berm/bench drains, interceptor drainage and other related drainage works
to slopes which have reached the required formation levels. Provide temporary cover,
for example, erosion control blanket to the exposed slopes.
f)
Provide and maintain sediment control measures namely silt fences, silt traps,
sediment basins, gabion walls, check dams, silt curtains, etc. Upon completion,
reinstate site including landscaping where sediment basins were located and remove
other measures which are not required as directed by the P.D.
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g)
Take necessary precautions to ensure that tyres of all vehicles leaving the site are
free of mud.
h)
Not to carry out open burning on site.
i)
Supply and lay immediately at least to binder course layer on roads which have
reached the required formation levels including the required drainage system.
j)
Prohibit activities such as hunting/trapping of wildlife. Fines/penalties imposed by the
relevant Government Departments due to such activities shall be borne by the
contractor.
k)
Preserve mangrove areas on site unless deemed necessary for construction.
However, the clearing of mangroves shall be limited to the construction infrastructural
area only and with approval from the relevant authorities.
4.0
Safety and Health Requirements
The contractor shall provide and maintain suitable accommodations for workmen by
carrying out the following.
a)
Locate suitable workmen’s accommodation to be agreed by the P.D.
b)
Provide sufficient toilet facilities to the satisfaction of the P.D.
c)
Provide proper disposal for waste and refuse.
d)
Provide adequate supply of water for washing, cooking and drinking.
e)
Maintain site in a clean and sanitary condition that complies with all requirements of
government, health and sanitary authorities.
5.0
Waste Management and Disposal System
5.1
All types of waste i.e. solid waste and scheduled wastes are to be segregated,
stored and disposed in accordance with the DOE requirements and other approving
authority requirements (e.g. the local authority).
5.2
Wastes with sharp edges are to be stored in specially designed containers and
specially manufactured for that purpose.
5.3
Scheduled waste shall be kept in labelled containers/drums and stored in storage
shed which shall both be maintained and removed in accordance with the DOE/NREB/EPD
requirements. Scheduled wastes shall be disposed by a licensed contractor to an approved
prescribed premise for treatment.
5.4
The disposal of solid waste and scheduled wastes shall be properly designed and
programmed to abide with the relevant authorities’ requirements.
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6.0
Stormwater Management
Stormwater management design and construction works shall comply with the
requirements of JKR Malaysia, ‘Erosion and Sedimentation Control Plan (ESCP), Jabatan
Pengairan dan Saliran’s latest edition of Urban Stormwater Management Manual (MSMA)
and other relevant local authority requirement.
Stormwater drainage shall be designed for least maintenance cost, effective initial cost and
serves its function. There shall be no flooding, ponding/silting up and erosion during
construction and after completion of the works.
7.0
Environmental Management Plan (EMP)/ECR
The contractor shall submit for prior approval by the Government, Environmental
Consultant registered with DOE/NREB/EPD or other approving authorities for preparation
of site-specific EMP. The EMP shall be submitted to P.D. for endorsement before site
possession, site clearing and commencement of earthwork in compliance with the
Conditions of Contract and/or in compliance with the requirements of the conditions of
approval of the EIA report by the DOE/NREB/EPD or other approving authorities. The
earthwork can only be commenced after EMP/ECR is approved by P.D./DOE/NREB/EPD
or other approving authorities.
The EMP/ECR shall make reference to the following but not limited to:
a)
DOE/NREB/EPD format for the preparation of EMPs/ECRs;
b)
the approved EIA/PMM reports, if applicable; and
c)
EIA/PMM Approval Conditions from DOE/NREB/EPD (if any).
It should be clearly noted that the EMP/ECR is a document for practical use on site by
nominated personnel and thus should be concise, up to date and site specific.
The contractor shall engage the following qualified personnel on site:
a)
Environmental Officer (full time);
b)
horticulturist/plant/tree expert (part time), if required;
c)
fauna/wildlife/coral expert (part time), if required; and
d)
registered conservator, if required.
7.1
Erosion and Sediment Control Plan (ESCP)
The contractor shall prepare an ESCP certified by a Professional Engineer and submit the
ESCP to the Drainage and Irrigation Department (JPS) or relevant local authority for
acceptance.
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The approved ESCP shall be submitted to the P.D. 30 days prior to commencement of any
earthwork activity at project site. For Sabah, ESCP shall be approved as submitting
document for EIA approval condition. For Sarawak, submission of ESCP can be done either
post-EIA in compliance to the Terms and Conditions of the EIA approval or prior to EIA
approval if time permits.
The following items apply to an ESCP document.
a)
The document shall be prepared in accordance with the Manual Saliran Mesra Alam
(MSMA) or Sarawak Urban Stormwater Management (SUStoM) or MS 2526.
b)
It shall be amended whenever a change in the design, construction, operation or
maintenance at the construction site has a significant effect on the discharge of
pollutants to the waters at project site not previously addressed in the document.
c)
It shall be amended if discharges are causing water-quality deterioration or the Best
Management Practice (BMPs) are ineffective in minimising pollutants in storm water
discharging from the construction site.
d)
The document shall be revised within seven calendar days following an inspection
when additions and/or modifications to BMPs are necessary to correct observed
problems.
8.0 Environmental Monitoring, Auditing and Training
8.1
Monitoring
The contractor shall monitor monthly water quality, quarterly air quality and noise; and
vibration, if required, or as specified by the relevant authorities. All samples taken shall be
tested by an accredited laboratory. The contractor shall produce and submit environmental
monitoring reports consisting in-situ and laboratory results, sampling photographs with
weather charts and analyses of the monitoring data in terms of environmental performance,
monthly or as specified by the relevant authorities. Reference to the contents of the reports
can be made to the Standard Report Format attached in Annex E.
8.2
Auditing
The contractor shall engage a third-party DOE-registered/NREB-registered/EPD-registered
Environmental Auditor to audit all activities on site as required by the relevant authorities.
The tasks of the Auditor among others are:
a)
to carry out environmental compliance to EIA approval conditions or contractual
requirements quarterly or as specified by the relevant authorities;
b)
to interpret monitoring data in terms of environmental performance;
c)
to verify effectiveness of corrective and preventive action implemented;
d)
to recommend requirement and improvement of mitigating measures; and
e)
to produce and submit a comprehensive environmental auditing report.
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8.3
Reports
The submission of monitoring and audit reports shall follow the requirements given in
Table 8 of JKR/SIRIM 3. The contents of the report shall be in accordance with the Standard
Report Format as attached in Annex E of JKR/SIRIM 3.
8.4
Training
The contractor shall provide yearly training by competent trainers in environment for the
project team in the field of environment. This training shall include environmental law and
regulations, environmental management and conservation, post EIA and environmental
monitoring, emergency response preparedness, waste management and any competency
training approved by DOE/NREB/EPD. The contractor’s E.O. shall also provide regular
training/awareness briefing for site personnel involved in works that have impact on the
environment.
Training conducted shall be in accordance with latest Government’s requirement.
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Annex E
(normative)
Standard report format for Environmental Management Plan (EMP),
Environmental Monitoring Report (EMR), Environmental Audit Report (EAR),
Environmental Close Audit Report (ECAR) and Construction Waste
Management Plan (CSWP)
E.1 Format for Environmental Management Plan (EMP)
E.1.1 For EIA project and non-EIA project
Chapter 1: Introduction
Key information needed to be detailed in this chapter is as follows:
a)
Project layout as approved in the Development Order by Local Authority.
b)
Project implementation schedule.
c)
Name of the EMP preparer and his consulting firm.
Chapter 2: Policy
This chapter should provide the information on:
a)
Company’s corporate policy statement on environmental management and
protection.
b)
Commitment by the top management on the mainstreaming of environmental agenda
and instilling self-regulation in the development project and on ensuring continuous
compliance with the environmental regulatory requirements.
Chapter 3: Organisational structure
This chapter should detail the aspects related to the Environmental Management Unit
(EMU) and the allocations provided for Environmental Protection as follows.
a)
Organisation chart of the company’s top management with responsibilities on
environmental management and protection (provide names, positions, mobile phone
contact numbers and e-mail addresses).
b)
Name, mobile phone contact number and e-mail address of environmental manager,
environmental officer (EO), engineering consultant, contractor, site supervisor and
competent person (wherever relevant and available).
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c)
Name of environmental consultant and accredited laboratory conducting
environmental monitoring, analysis of environmental samples and submitting reports
to the DOE.
Chapter 4: Training requirement
This chapter should provide information on plan for staff training to develop competency to
discharge responsibilities on environmental requirements and compliance. The training
areas shall include maintenance and performance monitoring of all P2M2 (LD-P2M2, IETS,
APCS, STS, management of scheduled waste), wherever relevant.
Chapter 5: Environmental Requirement
This chapter should outline the need for the EMP and detail the following:
a)
EIA approval conditions (applicable for EIA projects only).
b)
LD-P2M2 document (applicable for EIA projects only).
c)
Pollution Prevention and Mitigation Measures (P2M2) to be implemented as in
Table A below:
Table A. Pollution Prevention and Mitigation Measures (P2M2) to be implemented
(Example)
Project activities
and environmental
issues concerned
Impacts
P2M2
recommended in
EIA Report
P2M2 to be
implemented
NOTES:
1. The contents of the above table are to be derived from “Summary of Impacts and pollution
prevention and mitigation measures” recommended in the EIA Report and additional
requirements stipulated in the EIA approval conditions (COAs).
2. P2M2 are those which can be described as “state of the art technologies” or “industry best
practices”.
d)
Water pollution control:
i)
ii)
iii)
iv)
v)
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Water pollution control monitoring.
Effluent treatment.
Temporary sullage and sewage treatment.
Permanent sullage and sewage treatment.
Control of oil and grease, concrete wash, etc.
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e)
Control of air pollution and noise:
i)
ii)
f)
Materials and waste management:
i)
ii)
iii)
iv)
v)
vi)
g)
Air pollution control monitoring.
Air pollution control.
Raw materials and stockpiles.
Solid waste.
Biomass.
Spoils/dredge materials/construction waste.
Open burning.
Housekeeping.
Scheduled waste management
The following information shall be provided: Proposal for the management of
scheduled waste to comply with Environmental Quality (Scheduled Waste)
Regulations 2005 generated during construction and post construction stages.
h)
Emergency Response Plan (ERP)
The following information shall be provided: name and contact details (mobile phone
number, e-mail address) of the professional who has been tasked to prepare the ERP
and the schedule for its preparation and submission to DOE.
i)
Abandonment and closure plan
In a particular case where the project proponent intends to abandon a project whether
it is in the construction stage or after it has started operation, an abandonment and
closure plan shall be prepared.
j)
Declaration and checklist
The project proponent is required to make a declaration (Example of format in the
Table B) that all the actions/measures/plans outlined in the EMP will be implemented.
The form is required to be filled out and submitted to the DOE together with the EMP
document.
A checklist to assist the Consultant in the EMP preparation and to summarise the
EMP actionable items is given in Table C.
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Table B. Declaration by Project Proponent/Authorised Person (Example)
DECLARATION BY PROJECT PROPONENT/AUTHORISED PERSON
I certify that the Environmental Management Plan (EMP) has been prepared with my knowledge
and I shall undertake the responsibility to ensure the actions plans/pollution prevention and
mitigation measures (P2M2) stated in the EMP will be implemented. I have provided sufficient
allocation for the implementation of the EMP and P2M2.
PROJECT TITLE: ……………………………………………………………………………………….…..
.…………………………………………………………………………………………………………………
PROJECT ADDRESS/LOCATION: ………………………………………………………..……………...
……………………………………………………………………………………………………...................
…………………………………………..
Name of Project Proponent/Authorised Person
Signature: ………………………………
Date: …………………………….
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Table C. Environmental Management Plan Preparation Checklist (Example)
PROJECT TITLE: ______________________________________________________
NAME OF PROJECT PROPONENT: ______________________________________
______________________________________________________________________
NAME OF CONSULTANT: _______________________________________________
RECOMMENDED POLLUTION PREVENTION AND MITIGATION MEASURES (P2M2) AND EIA
APPROVAL CONDITIONS (COAS) COMPLIANCE CHECKLIST
P2M2 RECOMMENDED OR
COA NUMBER….
ACTIONABLE ITEM IN EMP
ON PAGE…..
NOTES
Name of Project Proponent
……………………………………………………..
Signature: …………………………
Date: ……………………………
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E.2 Format for Environmental Monitoring Report (EMR)
E.2.1 EMR for EIA and non-EIA projects
TABLE OF CONTENTS
EXECUTIVE SUMMARY
1.0
INTRODUCTION
1.1
1.2
1.3
1.4
2.0
WATER QUALITY MONITORING
2.1
2.2
2.3
2.4
2.5
2.6
3.0
Sampling and analysis procedures
Results
Comparison with baseline and previous results
Discussion on results
Conclusion of findings on life coral cover and indicator species
Photos
AIR QUALITY MONITORING
5.1
5.2
5.3
5.4
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Sampling and analysis procedures
Results
Comparison with baseline and previous results
Discussion on results
Conclusion of findings on discharge quality
Photos
CORAL REEF MONITORING (IF REQUIRED)
4.1
4.2
4.3
4.4
4.5
4.6
5.0
Sampling and analysis procedures
Results
Comparison with baseline and previous results
Discussion on water quality results
Conclusion of findings on water quality
Photos
SILT TRAP/SEDIMENT BASIN MONITORING
3.1
3.2
3.3
3.4
3.5
3.6
4.0
Introduction to Project
Progress of works to date (EIA 1-18)
Pematuhan syarat kelulusan EIA (EIA 2-18)
Monitoring Period
Sampling and analysis procedures
Results
Comparison with baseline and previous results
Discussion on air quality results
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5.5
5.6
6.0
NOISE QUALITY MONITORING
6.1
6.2
6.3
6.4
6.5
6.6
7.0
Conclusion of findings on air quality
Photos
Sampling and analysis procedures
Results
Comparison with baseline and previous results
Discussion on noise quality results
Conclusion of findings on air quality
Photos
SITE OBSERVATION DETAILS
Photos to verify site observations. For EIA project, aerial view photos or videos are
required.
8.0
CONCLUSION
APPENDIX: Certified Monitoring Results
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E.2.2 EMR for projects under the control of NREB
Chapter 1: General Information
Key information needed to be detailed in this chapter is as follows:
a)
Project title.
b)
Date of commencement.
c)
Physical progress of construction.
d)
Date of submission of the previous Environmental Monitoring Report.
Chapter 2: Water quality sampling and environmental monitoring
Item 2.1: Particulars of water and air quality monitoring
Include the following items:
a)
Frequency.
b)
Date of sampling/monitoring.
c)
Weather and tidal conditions during and prior to sampling.
d)
Geographical coordinates of the water sampling point.
Item 2.2: Environmental monitoring
This chapter should include compliance to the Terms and Conditions of the EIA approval
and implementation of the prescribed mitigating measures on:
a)
Control of air and water pollution;
b)
Control of soil erosion and sedimentation;
c)
Control of noise and vibration;
d)
Waste generation and management;
e)
Traffic disruption and hazards;
f)
Public and occupational safety and health issues; and
g)
Public complaints, etc.
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Chapter 3: Result and discussion
Item 3.1: Water and air quality
Include the following items:
a)
Collation and evaluation of data (attach Laboratory Analysis Report).
b)
Interpretation of data with comparison to the baseline and the previous monitoring
data.
c)
Discussion.
d)
Recommendation(s).
Item 3.2: Other environmental parameters
Include the following items:
a)
Various environmental components as stated in Item 2.2.
b)
Status of implementation of the recommended mitigating measures.
c)
Proposed remedial action(s).
Item 3.3: Comments or recommendation/amendment to the prescribed mitigating
measures
Include the following items:
a)
Immediate remedial actions to be taken.
b)
Additional mitigating measures required.
Chapter 4: Appendices
This chapter should contain relevant plates and maps.
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113
JKR/SIRIM 3:2020
E.3
Format for Environmental Audit Report (EAR)
E.3.1 For EIA projects
A
AUDIT SITE ADMINISTRATIVE DETAILS
Information including:
i. DOE Audit Tracking Number:
ii. Organisation name
iii. Audit Location/Address
iv. Organisation representative
v. Audit scope/area
vi. Audit criteria
vii. Audit site visit date
viii. Date of report
ix. Name of lead auditor and auditors
B
REGULATORY COMPLIANCE SUMMARY
Information including:
i. Regulation or COA Title/Reference
ii. Regulation or COA Number
iii. Number of non-compliances
C
MAIN REPORT
Information including:
i.
ii.
iii.
iv.
v.
vi.
vii.
D
ATTACHMENTS
i.
ii.
iii.
iv.
v.
vi.
114
Audit Finding Summary Sheet presented at the closing meeting and signed by
the organization.
Environmental control equipment compliances such as valid licenses, conditions
that are conformed with, etc.
Environmental Sampling Results (if any was done during the audit).
Additional non-compliances (if any) for the Environmental Sampling Results.
Additional notations/explanations on the audit findings if pertinent and of
material value.
Recommendations for the non-compliances found.
A statement of the confidential nature of the contents of the audit report.
Updated site layout plan showing key activities/processes, pollution control
equipment, effluent discharge points, etc.
Attendance list – audit opening and closing meeting.
Photos of observable non-compliances at the site.
Laboratory results of environmental sampling.
Any other pertinent information.
Confidentiality Statement.
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
E.3.2 For non-EIA projects
TABLE OF CONTENTS
EXECUTIVE SUMMARY
1.0
INTRODUCTION
1.1
1.2
1.3
1.4
1.5
2.0
STATUS OF COMPLIANCE
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
2.10
2.11
2.12
3.0
Regulation of Earthworks
Drainage and Surface runoff control
Slope Protection
Air Pollution Control
Noise Pollution control
Biomass Management
Sewage Management
Solid Waste Management
Scheduled Wastes management
Coral Reef Management (If required)
Contingency and Emergency Response Plan
Housekeeping
RECOMMENDATIONS
3.1
3.2
3.3
4.0
Introduction to Project
Project Development Concept
Project Environmental Management Unit
Progress of works to date
Auditing Period
NCR Issued/Closed Out
Action Plan for Rectification/Improvement works
Recommendations for Identified/Predicted Issues
CONCLUSION
APPENDIX:
•
PROJECT PHOTOGRAPHS
•
ENVIRONMENTAL PROTECTION AND ENHANCEMENT MONITORING
CHECKLIST DURING CONSTRUCTION:
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JKR/SIRIM 3:2020
E.3.3 For NREB projects
I.
Title Page
— Title of Project
— Period of Audit
— Name and address of project proponent
— Name of Audit Team
— Confidentiality Note
II.
Table of Content
List of Tables
List of Figures
List of Appendices
List of Abbreviations
III. Executive Summary
IV. Main Report
Chapter 1: Introduction
1.1 Project Background
1.2 Legal Requirement for Independent Environmental Audit
1.3 Audit Objectives
1.4 Audit Scope
1.5 Audit Methodology
1.6 Audit Team
Chapter 2: Working Copy
— Completed audit Checklists/Criteria
— Findings from Interviewing Auditee’s Representative
— Evidence of Document Review
Chapter 3: Audit Activities and Findings
4.1 Results of Verification Interviews – Include questions asked,
responses received and analysis of the responses
4.2 Findings from Site Inspection – photographs with clear captions
and comments
4.2.1
Noteworthy Efforts
4.2.2
Areas for Improvement
4.3 Corrective Action / Preventive Measures
Chapter 4: Status of NCRs Raised in Previous Audit (not applicable
for the first audit report)
Chapter 5: Recommendations
Chapter 6: Conclusion
Chapter 7: Disclaimer
116
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JKR/SIRIM 3:2020
Appendices:
— Attendance Lists of Opening and Closing Meetings
— Prescribed Criteria or Approval Document
— Corrective and Preventive Action Report (CAR)
— Relevant Document
E.4
Format for Environmental Close Audit Report (ECAR)
TABLE OF CONTENTS
EXECUTIVE SUMMARY
1.0
INTRODUCTION
1.1
1.2
1.3
1.4
1.5
2.0
EVALUATION OF PROJECT PERFORMANCE
2.1
2.2
2.3
2.4
3.0
Background details of Project
Project Description
Any changes to Project Activities throughout duration of Contract
Summary of Monitoring Programme
Summary of Audit Programme
Description and evaluation of environmental monitoring results
Description and evaluation of mitigating measures
Achievement of environmental performance as compared to JKR
Corporate Objectives
Achievement of environmental performance compared against JKR ISO
14001 EMS, the EMP and other environmental requirements
LESSONS LEARNED AND RECOMMENDATIONS
3.1
3.2
Detailing of any problems encountered on-site
Suggestions for improvement
APPENDIX:
•
PROJECT PHOTOGRAPHS
•
HANDING OVER AUDITING CHECKLIST
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E.5
Construction Waste Management Plan
The CSWMP shall include the following:
a)
detailed information on the project initiator or proponent (company or personal details,
contact information, etc.);
b)
detailed descriptions on the project location, expected activities to be carried out and
expected duration of the activities;
c)
estimated quantity and types of C&D waste to be generated from the project activities
at different stages of the activities;
d)
proposed on-site management plan for the C&D waste (such as specific area for C&D
waste segregation and storage, specifications of waste bins to be used, methods of
on-site recycling or reuse, etc.);
e)
detailed information on the licensed C&D waste contractors engaged and the
expected collection frequency;
f)
proposed plan of the destinations of C&D waste, either to recyclable buyers,
treatment facilities or authorised disposal site; and
g)
Emergency Response Plan (ERP) in relation to possible incidents caused by C&D
waste handling.
118
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JKR/SIRIM 3:2020
Annex F
(informative)
Examples of Best Management Practices (BMPs)
F.1 Dust and mud control
Construction entrance stabilisation
Rumble pad
Jet spray
Wash trough
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
F.2 Erosion control
Mulching
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
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JKR/SIRIM 3:2020
Revegetation
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
Hydroseeding/turfing
SOURCE: JKR MALAYSIA project
120
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Riprap slope protection
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
Temporary slope protection
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
© JKR and SIRIM Berhad 2020 - All rights reserved
121
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Protective blanket/erosion control/soil stabilisation mat
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
Surface roughening
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
122
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Creepers
SOURCE: JKR Malaysia
F.3
Sediment control
Silt trap/sediment basin
Desilting work
Silt marker
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
& JKR MALAYSIA project
© JKR and SIRIM Berhad 2020 - All rights reserved
123
JKR/SIRIM 3:2020
Fiber rolls/coir log or wattles
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
Silt fence
SOURCE: JKR Malaysia project & Europasia Engineering Services Sdn Bhd
124
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Turbidity curtain/silt curtain/barrier
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
Temporary gabion wall
SOURCE: JKR Malaysia project
© JKR and SIRIM Berhad 2020 - All rights reserved
125
JKR/SIRIM 3:2020
Brush barrier/matting
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
Check dam
SOURCE: JKR Malaysia
126
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Sandbag barrier
SOURCE: Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
& JKR MALAYSIA project
Geobags
SOURCE: Tencate
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JKR/SIRIM 3:2020
F.4 Environmental monitoring
Water quality monitoring
SOURCE: Projek Trans-Eastern Kedah Interland Highway
Air quality monitoring
SOURCE: Projek Trans-Eastern Kedah Interland Highway
128
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Noise monitoring
SOURCE: Projek Trans-Eastern Kedah Interland Highway
Rain gauge
SOURCE: JKR Malaysia
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129
JKR/SIRIM 3:2020
F.5 Storage area
Containment bund for skid tank
SOURCE: Eco Synergy Solutions Sdn Bhd
Storage shed for scheduled waste
SOURCE: JAS WKL & Europasia Engineering Services Sdn Bhd
130
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JKR/SIRIM 3:2020
F.6 Scheduled waste labelling
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131
JKR/SIRIM 3:2020
Figure F.1. Warning labels for hazardous substances
Labelling of hazardous wastes
SOURCE: Guidelines for Packaging, Labelling and Storage of Scheduled Wastes in Malaysia,
DOE Malaysia
132
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
F.7 Preservation and protection of flora and fauna
Preservation of flora
Preservation of Rafflesia - Protected
endemic species, Rafflesia found only in
Hutan Simpan Belum, Endau Rompin and
Taman Kinabalu
Preservation of Hopea Subalata (Giam
Kanching), found only in Taman Warisan
Selangor, Rawang(Rawang Bypass
Project)
SOURCE: JKR Malaysia
Preservation of fauna
Protection of Harimau Kumbang (Panthera
Pardus) - Construction of animal viaduct
Protection of Harimau Belang (Panthera
Tigris Jackson) - Construction of animal
viaduct
SOURCE: JKR Malaysia
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133
JKR/SIRIM 3:2020
Animal viaduct
SOURCE: JKR Malaysia
134
© JKR and SIRIM Berhad 2020 - All rights reserved
Drawing for environmental protection works
© JKR and SIRIM Berhad 2020 - All rights reserved
Annex G
(informative)
JKR/SIRIM 3:2020
135
JKR/SIRIM 3:2020
136
© JKR and SIRIM Berhad 2020 - All rights reserved
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
137
Figure G.1. Tyre washing facilities (Type 1: For construction site at rural area)
JKR/SIRIM 3:2020
138
© JKR and SIRIM Berhad 2020 - All rights reserved
Figure G.2. Tyre washing facilities (Type 2: For construction site at urban area)
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
139
Figure G.3. Wash trough
JKR/SIRIM 3:2020
140
© JKR and SIRIM Berhad 2020 - All rights reserved
Figure G.4. Rock check dam
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
141
Figure G.5. Silt fence
JKR/SIRIM 3:2020
142
© JKR and SIRIM Berhad 2020 - All rights reserved
Figure G.6. Silt trap
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
143
Figure G.7. Gabion arrangement
JKR/SIRIM 3:2020
144
© JKR and SIRIM Berhad 2020 - All rights reserved
Figure G.8. Silt curtain
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
145
Figure G.9. Skid tank bund
JKR/SIRIM 3:2020
146
© JKR and SIRIM Berhad 2020 - All rights reserved
Figure G.10. Scheduled waste storage shed
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
147
Figure G.11. Instruction to contractors on disposal of surplus cut material
JKR/SIRIM 3:2020
148
© JKR and SIRIM Berhad 2020 - All rights reserved
Figure G.12. Surplus material disposal embankment
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
149
Figure G.13. Sample of Erosion and Sediment Control Plan (ESCP)
JKR/SIRIM 3:2020
Annex H
(informative)
Malaysia marine, national water quality, national lake water and ground water
quality criteria and standards
Table H.1. Malaysia marine water quality standards (MMWQS)
Parameter
(g/l)
unless
otherwise
stated
Class 1
Class 2
Sensitive
Fisheries
marine
(including
habitats mariculture)
Class 3
Interim
Class
E1
Industry,
commercial
activities &
coastal
settlements
Interim
Class
E2
Interim
Class E3
Estuaries
Coastal Lagoon
plain
Complex
distributary
network
Dissolved
oxygen
(mg/l)
 6.0
 5.0
> 3.0
 5.0
 5.0
 5.0
Total
suspended
solid
(mg/l)
25.0
50.0
100.0
30.0
30.0
30.0
Phosphate
5.0
75.0
670.0
100.0
180.0
180.0
Nitrate
10.0
60.0
700.0
200.0
570.0
430.0
Ammonia
35.0
50.0
320.0
5.0
10.0
10.0
Mercury
0.04
0.04
0.04
0.04
0.04
0.04
Cadmium
0.5
2.0
3.0
1.0
1.0
1.0
Chromium
(VI)
0.14
10.0
20.0
10.0
10.0
10.0
Copper
1.30
2.90
8.00
1.00
1.00
1.00
Cyanide
2.00
7.00
14.00
5.00
5.00
5.00
Lead
2.20
8.50
12.00
1.30
2.00
2.00
Zinc
7.00
50.00
100.00
16.00
5.00
5.00
Arsenic
(III)
1.00
3.00
3.00
3.00
1.00
1.00
Aluminium
27.00
27.00
55.00
27.00
27.00
27.00
TBT
0.001
0.010
0.050
0.002
0.002
0.002
150
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JKR/SIRIM 3:2020
Table H.1. Malaysia marine water quality criteria and standard
(continued)
Parameter
(g/l) unless
otherwise
stated
PAH
Class 1
Class 2
Class 3
Interim
Class
E1
Interim
Class
E2
Interim
Class E3
Sensitive
Fisheries
Industry,
Estuaries
marine
(including Commercial
Coastal Lagoon
Complex
habitats mariculture) activities &
plain
distributary
coastal
network
settlements
100.0
200.0
1000.0
5.0
5.0
5.0
Total Phenol
1.0
10.0
100.0
10.0
10.0
10.0
Oil & grease
(mg/l)
0.01
0.14
5.00
1.00
1.00
1.00
Faecal
coliform
(Cfu/100 ml)
70
70
70
70
70
70
≤ 2 °C increase over maximum ambient
Temperature
(°C)
6.5 – 9.0
pH
Marine litter
Free from marine litter
Malaysia marine water quality standards (MMWQS)
Supplementary list
(Pesticide)
Pesticide type
Herbicide
Insecticide
Active ingredient
Atrazin
Bentazone
2,4 D
2,4 D (ester)
Diuron
Metolachlor
Paraquat
Carbaryl
Chloropyrifos
Dichlorvos
Dimenthoate
Malathion
Temephos
© JKR and SIRIM Berhad 2020 - All rights reserved
Standard (g/l)
10
5 000
200
10
0.2
0.020
0.5
5.7
0.011
0.6
1
0.5
0.000 4
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Table H.2. National water quality standard
PARAMETER
UNIT
Al
As
Ba
Cd
Cr (VI)
Cr (III)
Cu
Hardness
Ca
Mg
Na
K
Fe
Pb
Mn
Hg
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
Ni
Se
Ag
Sn
U
Zn
B
Cl
Cl2
CN
F
NO2
NO3
P
Silica
SO4
S
CO2
Gross-
Gross-
Ra-226
Sr-90
CCE
MBAS/BAS
O & G (Mineral)
O & G (Emulsified Edible)
PCB
Phenol
Aldrin/Dieldrin
BHC
Chlordane
t-DDT
Endosulfan
Heptachlor/Epoxide
Lindane
2,4-D
2,4,5-T
2,4,5-TP
Paraquat
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
Bq/l
Bq/l
Bq/l
Bq/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
g/l
* =
# =
N =
152
I
N
A
T
U
R
A
L
L
E
V
E
L
S
O
R
A
B
S
E
N
T
IIA/IIB
CLASS
III#
IV
0.05
1
0.01
0.05
0.02
250
1
0.05
0.1
0.001
(0.06)
0.4 (0.05)
0.01* (0.001)
1.4 (0.05)
2.5
1
0.02* (0.01)
0.1
0.004 (0.000 1)
0.5
0.1
0.01
0.1
0.2
3 SAR
1 (Leaf) 5 (Others)
5
0.2
0.002
0.05
0.01
0.05
5
1
200
0.02
1.5
0.4
7
0.2
50
250
0.05
0.1
1
< 0.1
<1
500
500
40; N
7 000; N
0.1
10
0.02
2
0.08
0.1
10
0.05
2
70
10
4
10
0.9*
0.25 (0.04)
0.000 2
0.004
0.4*
(3.4)
(0.02)
0.06 (0.02)
10
0.4 (0.03)
0.1
(0.001)
5 000 (200)
N
N
6 (0.05)
0.2 (0.01)
9 (0.1)
2 (0.02)
(1)
0.9 (0.06)
3 (0.4)
450
160
850
1 800
0.2
0.02
2
0.8
80
1
5
-
V
L
E
V
E
L
S
A
B
O
V
E
IV
-
At hardness 50 mg/l CaCO3
Maximum (unbracketed) and 24-hour average (bracketed) concentrations
Free from visible sheen, discolouration and deposits
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Table H.2. National water quality standard (continued)
PARAMETER
UNIT
I
IIA
IIB
Ammoniacal nitrogen
mg/l
0.1
0.3
0.3
Biochemical oxygen demand
mg/l
1
3
3
Chemical oxygen demand
mg/l
10
25
25
Dissolved oxygen
mg/l
7
5-7
5-7
pH
6.5 - 8.5
6-9
6-9
Colour
TCU
15
150
150
Electrical conductivity*
1 000
1 000
S/cm
Floatables
N
N
N
Odour
N
N
N
Salinity
0.5
1
ppt
Taste
N
N
N
Total dissolved solid
500
1 000
mg/l
Total suspended solid
25
50
50
mg/l
Temperature
Normal + 2 °C
°C
Turbidity
5
50
50
NTU
Faecal coliform**
10
100
400
count/100 ml
Total coliform
100
5 000
5 000
count/100 ml
N =
No visible floatable materials or debris, no objectional odour or no objectional taste
*
=
Related parameters, only one recommended for use
** = Geometric mean
a = Maximum not to be exceeded
CLASS
III
0.9
6
50
3-5
5-9
150
Normal + 2 °C
5 000 (20 000)a
50 000
IV
2.7
12
100
<3
5-9
6 000
2
4 000
300
5 000 (20 000)a
50 000
V
> 2.7
> 12
> 100
<1
300
> 50 000
WATER CLASSES AND USES
CLASS
USES
Class 1
Conservation of natural environment.
Water supply I – Practically no treatment necessary.
Fishery I – Very sensitive aquatic species.
Class IIA
Water supply II – Conventional treatment required.
Fishery II – Sensitive aquatic species.
Class IIB
Recreational use with body contact.
Class III
Water supply III – Extensive treatment required.
Fishery III – Common, of economic value and tolerant species, livestock drinking.
Class IV
Irrigation.
Class V
None of the above.
SOURCE: Department of Environment, Malaysia
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JKR/SIRIM 3:2020
Table H.3. National lake water quality criteria and standards
Parameter
Category A
Category B
Category C
Category D
PHYSICAL
Colour, TCU
100 - 200
150 - 300
300
300
1 000
1 000
2 000
5 000
Salinity, ppt
nvd
nvd
1
1
Floatables
NV
NV
NV
NV
Dissolved oxygen, mg/l
6.3 - 7.8
5.5 - 8.7
4.5 - 10.3
3.3 - 10.3
DO percentage saturation, %
80 - 100
70 - 110
55 - 130
40 - 130
NOO
NOO
NOO
NOO
6.5 - 8.5
6.5 - 8.5
6.0 - 9.0
5.5 - 9.0
NOT
NOT
NOT
NOT
28
28
28
28
 100
100 - 500
200
 200
Turbidity, NTU
40
40 - 170
70
250
Transparency (Secchi), m
0.6
0.6
0.3
0.3
Oil & grease, mg/l
1.5
1.5
1.5
1.5
Conductivity, µS/cm
Odour
pH
Taste
Temperature, °C
Total suspended solid, mg/l
NUTRIENTS
Ammonical nitrogen (NH3N),
mg/l
0.1
0.3
1
2.7
Nitrate-N (NO3N), mg/l
7
7
10
10
Total phosphorus, mg/l
0.01
0.035
0.035
0.05
HEAVY METALS
Arsenic (As), mg/l
0.05
0.1
0.15
0.4
Cadmium (Cd), mg/l
0.002
0.002
0.01
0.01
Lead (Pb), mg/l
0.05
0.05
0.05
0.05
< 0.001
< 0.001
< 0.001
< 0.001
0.02
0.02
0.05
0.05
Mercury (Hg), mg/l
Nckel (Ni), mg/l
BIOLOGICAL/MICROBIOLOGICAL
Chlorophyll-a, µg/l
10
15
15
25
Biochemical oxygen demand
(BOD5), mg/l
3
6*
6*
8*
Chemical oxygen demand
(COD), mg/l
10
25*
25*
50*
154
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Table H.3. National lake water quality criteria and standards (Continued)
Parameter
Category A
Category B
Category C
Category D
nd
nd*
nvd*
nvd*
5 000
5 000*
5 000*
5 000*
E. coli, Counts/100 ml
100
600*
3 000*
3 000*
Giardia sp
nd
nd*
nvd*
nvd*
Leptospira sp
nd
nd*
nvd*
nvd*
Cryptosporodium sp
nd
nd*
nvd*
nvd*
Enterococci, Counts/100 ml
33
230*
nvd*
nvd*
15 000
15 000*
15 000*
15 000*
Clostridium perfringens
(including spores)
Total Coliform, Counts/10 ml
Cyanobacteria, Cells/ml
*optional parameters
nvd – No value determined
NV – Not visible
NOO – No obvious odour
NOT – No obvious taste
nd – Not detected
NOTE. Other parameters that are not mandatory to be measured are given in National Lake Water Quality
Criteria and Standards, NAHRIM, 2015
LAKE CATEGORIES
NO
1
CATEGORIES
CATEGORY A
•
2
CATEGORY B
•
3
CATEGORY C
•
•
4
CATEGORY D
•
•
DESCRIPTION
Lakes that are managed in which the water to be used for
recreational purposes – primary body contact such as
swimming, diving and kayaking.
Lakes used for recreational purposes – secondary body
contact such as boating and cruising.
Swimming is not allowed.
The lakes are meant for the preservation of aquatic life and
biodiversity.
Lakes managed for minimum preservation of good aquatic life
in the lakes.
It applies good management practices of lakes.
© JKR and SIRIM Berhad 2020 - All rights reserved
155
JKR/SIRIM 3:2020
Table H.4. National ground water quality standards
Potable water
Agriculture
use
Industry use
Total coliform, MPN/100 ml
5 000
-
-
E. coli, MPN/100 ml
5 000
-
-
Turbidity, NTU
1 000
-
-
300
-
-
5.5 - 9.0
-
6.5 - 8.0
Normal ± 2
-
-
Conductivity, µS/cm
1 000
700
-
Total dissolved solid, mg/l
1 500
3 000
-
TDS/Cond, mS/m
-
-
450/70
Suspended solid, mg/l
-
-
5
Chloride. mg/l
250
4.0 mEq/l
100
Ammonia, mg/l
1.5
-
-
Nitrate, mg/l
10
-
-
Iron, mg/l
1.0
-
0.3
Flouride, mg/l
1.5
-
-
Hardness
500
-
250
Manganese, mg/l
0.2
0.2
0.2
Chemical oxygen demand
(COD)
10
-
30
MBAS
1.0
-
-
6
-
-
0.4
-
-
Mercury, mg/l
0.001
-
-
Cadmium, mg/l
0.003
0.01
-
Arsenic, mg/l
0.01
0.1
-
Cyanide, mg/l
0.07
-
-
Lead, mg/l
0.05
-
-
Chromium, mg/l
0.05
0.1
-
Copper, mg/l
1.0
0.2
-
Zinc, mg/l
3.0
2.0
-
Natrium, mg/l
200
3.0 mEq/l
(SAR  3)
-
Parameter
Colour, TCU
pH
Temperature, °C
Biological oxygen demand
(BOD)
Nitrite, mg/l
156
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
Table H.4. National ground water quality standards (Continued)
Potable water
Agriculture/
Livestock
Industry use
Sulphate, mg/l
250
1 000
200
Selenium, mg/l
0.01
-
-
Silver, mg/l
0.05
-
-
Magnesium, mg/l
150
-
-
Mineral oil
0.3
-
-
0.000 03 –
0.03
-
-
Phenol, mg/l
0.002
-
-
Nickel, mg/l
0.05
0.2
-
Aluminium, mg/l
-
5.0
-
Nitrate & Nitrite, mg/l
-
100
-
Silica, mg/l
-
-
20
Boron, mg/l
-
0.7
-
Gross alpha, Bq/l
0.1
-
-
Gross beta, Bq/l
1.0
-
-
-
-
300
Parameter
Pesticides, mg/l
Alkalinity
© JKR and SIRIM Berhad 2020 - All rights reserved
157
JKR/SIRIM 3:2020
Bibliography
[1]
Guidelines for packaging, labelling and storage of scheduled wastes in Malaysia, DOE
[2]
A Guide for Environmental Protection & Enhancement Works, Arahan Teknik (Jalan)
16/03-Pindaan 2015, JKR Malaysia
[3]
National Lake Water Quality Criteria and Standards, NAHRIM, 2015
[4]
Standard Kualiti Air Tanah Kebangsaan, Department of Environment Malaysia
[5]
Natural Resources and Environment (Audit) Rules 2008
[6]
Environment Protection Enactment 2002 Environment Protection (Prescribed Activities)
(Environmental Impact Assessment) Order 2005
[7]
Rancangan Fizikal Negara-3 2015
[8]
The International Principles for Social Impact Assessment, 2015
[9]
Manual Panduan Pemeriksaan BMPs untuk Kawalan Hakisan dan Sedimen, EiMAS
[10] Akta Ahli Geologi 2008 (Akta 689)
158
© JKR and SIRIM Berhad 2020 - All rights reserved
Acknowledgements
SIRIM Berhad would like to thank the members of the Project Committee on Environmental Protection
and Enhancement Works for Projects who have contributed their ideas, time and expertise in the
development of this standard.
Mr Nazmi Jaafar (Pengerusi)
Jabatan Kerja Raya (CASKT)
Ms Norfaizah Nasir/
SIRIM STS Sdn Bhd
Mr Mohd Ikhwan Abdullah (Technical Secretary)
Ms Nur Faeza Sufa’at/
Eco Synergy Solutions Sdn Bhd
Mr Muhamad Nour Hidayatuddin Khiri
Mr Kevin Quah
ERE Consulting Group
Mr Mohd Suhaimi Azmi
Department of Environment, Malaysia
Mr Yuvabalan a/l Govindasamy/
Jabatan Kerja Raya (CASKT)
Ms Fadini Mohamad Razali/
Ms Noormala Azme/
Ms Intan Nur Jasmin Mohd Nizar/
Ms Zainon Jaini/
Ir Mohd Basri Che Bakar/
Ms Juliana Abd Rahman
Ms Wan Faridah Wan Mustaffa/
Jabatan Kerja Raya (CKAS)
Ms Auni Filzah Ahmad Fauzi
Dr Mohd Sabere Sulaiman
Jabatan Kerja Raya (Cawangan Arkitek)
Ms Atikah Md Radzi
Jabatan Kerja Raya (Cawangan Jalan)
Ms Mariaty Salehat
Jabatan Kerja Raya (CKIP)
Ir Mohd Faiz Mohd Faudzi
Jabatan Kerja Raya (Cawangan Kejuruteraan
Geoteknik)
Mr Qalam A’zad Rosle
Jabatan Mineral & Geosains Malaysia
Ir Azmi Amat/
Jabatan Pengairan & Saliran Malaysia
Ir Zakiyyah Muhammad
Ir Abdul Nasir Abdul Aziz/
Jabatan Pengurusan Sisa Pepejal Negara
Ms Nur Syaferra Mad Yusoff
Mr Abdullah Zawawi Yazid/
Jabatan Perlindungan Hidupan Liar dan Taman
Mr Abdul Rahman Mustapa/
Negara
Mr Muhammad Munir Idris
Mr Mohd Izani Abdullah
Jabatan Perhutanan Semenanjung Malaysia
Ms Sabrina Salimi
Jabatan Perlindungan Alam Sekitar, Sabah
Ms Lim Ai Gaik/
Jabatan Taman Laut Malaysia
Ms Izarenah Md Repin
Ms Siti Haida Ramli
Lembaga Urus Air Selangor
© JKR and SIRIM Berhad 2020 - All rights reserved
TPr Dr Norlida binti Ismail
PLANMalaysia
Mr Tsai Koh Fen/
Natural Resources and Environment Board
Mr Nurharith Afnizan Zainorin
(NREB)
Ir Mohd Safari Ahmad
Safari Ingeniuers Sdn Bhd
Mr Azamy Abdul Aziz Abdul Aziz/
Suruhanjaya Perkhidmatan Air Negara
Ms Muzalifah Mohamad
© JKR and SIRIM Berhad 2020 - All rights reserved
JKR/SIRIM 3:2020
© Copyright 2020
© JKR and SIRIM Berhad 2020 - All rights reserved
3
All rights reserved. Unless otherwise specified, no part of this standard may be reproduced or utilised in any form
or by any means, electronic or mechanical, including photocopying, recording or otherwise, without prior written
permission from Jabatan Kerja Raya and SIRIM Berhad.