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09-Nov-2015 Prepared for APT Management Services Pty Ltd ABN: 58 091 668 110 Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young) APT Management Services Pty Ltd 09-Nov-2015 Construction Noise and Vibration Management Plan Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan · AECOM Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young) Construction Noise and Vibration Management Plan 09-Nov-2015

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09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

Young to Wagga Wagga Looping Pipeline

Stage 2 (Bethungra to Young)

APT Management Services Pty Ltd

09-Nov-2015

Construction Noise and Vibration Management Plan

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

Construction Noise and Vibration Management Plan

Client: APT Management Services Pty Ltd

ABN: 58 091 668 110

Prepared by

AECOM Australia Pty Ltd

Level 2, 60 Marcus Clarke Street, Canberra ACT 2600, Australia

T +61 2 6201 3000 F +61 2 6201 3099 www.aecom.com

ABN 20 093 846 925

09-Nov-2015

Job No.: 60431900

AECOM in Australia and New Zealand is certified to the latest version of ISO9001, ISO14001, AS/NZS4801 and OHSAS18001.

© AECOM Australia Pty Ltd (AECOM). All rights reserved.

AECOM has prepared this document for the sole use of the Client and for a specific purpose, each as expressly

stated in the document. No other party should rely on this document without the prior written consent of AECOM.

AECOM undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this

document. This document has been prepared based on the Client’s description of its requirements and AECOM’s

experience, having regard to assumptions that AECOM can reasonably be expected to make in accordance with

sound professional principles. AECOM may also have relied upon information provided by the Client and other

third parties to prepare this document, some of which may not have been verified. Subject to the above

conditions, this document may be transmitted, reproduced or disseminated only in its entirety.

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

Quality Information (AECOM)

Document Construction Noise and Vibration Management Plan

Ref 60431900

Date 09-Nov-2015

Prepared by Lauren Lambert and Patrick Martinez

Reviewed by Gayle Greer and Guillaume Prudent-Richard

Revision History

Revision Revision

Date Details

Authorised

Name/Position Signature

4-0 9/11/15 For submission to DP&E Guillaume Prudent-

Richard

Associate Director -

Environment

Document Control

Document: Construction Noise and Vibration Management Plan

The following table is to be updated with details of each revision of this document. Revised copies of this

document to be provided to all relevant stakeholders and approval agencies.

Revision and Approval History

Revision Revision

Date Details

Authorised

Name/Position Signature

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

Table of Contents

Acronyms i 1.0 Background 1

1.1 Introduction 1 1.2 Purpose and Scope 1 1.3 Objectives 1

2.0 Document Structure 2 3.0 Legislative and Regulatory Requirements 3

3.1 Relevant Legislation 3 3.1.1 State 3 Environmental Planning and Assessment Act 1979. 3

3.2 Guidelines and Standards 3 3.3 Conditions of Approval and Statement of Commitments 4

4.0 Project Description 6 5.0 Risk Assessment 8

5.1 Evaluation and Assessment of Construction Noise and Vibration Impacts 8 5.1.1 Assessment Methodology 8 5.1.2 Existing Environment 8 5.1.3 Noise Management Levels 8 5.1.4 Vibration Management Levels 9

5.2 Potential Noise and Vibration Impacts 12 6.0 Environmental Management 13

6.1 Construction Hours of Work 13 6.1.1 Impulsive or Tonal Noise Emissions 13 6.1.2 Permission for Varied Construction Hours (Out of hours works) 13

6.2 Construction Noise and Vibration Management Objectives 13 6.2.1 Construction Noise Management Levels 13 6.2.2 Maximum levels for Plant and Equipment 14 6.2.3 Construction Vibration Management Objectives 15

6.3 Environmental Management Controls 15 6.4 Roles and Responsibilities 16 6.5 Training and Awareness 17 6.6 Community and Stakeholder Consultation 17

7.0 Monitoring and Reporting 18 7.1 Monitoring and Reporting Schedule 18

7.1.1 Attended noise monitoring procedure 18 7.1.2 Monitoring of equipment procedure 18 7.1.3 Equipment 18 7.1.4 Attended noise monitoring schedule 19 7.1.5 Reporting on attended noise monitoring 19

7.2 Auditing 19 7.3 Non-compliance and Corrective Action 19

8.0 Complaints Management 20 9.0 Sub-Plan Review 21 10.0 Summary of Environmental Controls 22

Appendix A Glossary A

Appendix B Noise Contours and Receivers B

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Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

i

Acronyms

ABL Assessment background level

APA APA Group

CEMP Construction Environmental Management Plan

CNVMP Construction Noise and Vibration Management Plan

dB Decibel

dB(A] A Weighted decibels

DEC NSW Department of Environment and Conservation

DECC NSW Department of Environment & Climate Change

DECCW Department of Environment, Climate Change and Water

DP&E NSW Department of Planning and Environment

EPA NSW Environment Protection Authority

EP&A Act Environmental Planning and Assessment Act

EPL Environment Protection License

f Frequency

HDD Horizontal Directional Drilling

HSEMS APA’s Health and Safety Environmental Management System

Hz Hertz

ICNG Interim Construction Noise Guideline

INP Industrial Noise Policy

MSP Moomba to Sydney Pipeline System

POEO Act Protection of the Environment Operations Act 1997

RBL Rating background level

ROW Right of Way

VDV Vibration Dose Value

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

1

1.0 Background

1.1 Introduction

In April 2013, the Minister for Planning and Infrastructure granted approval for the construction and operation of a

new 18-inch (450 mm) natural gas pipeline from Young to Bethungra, NSW (approximately 70 km in length) within

the easement of the existing pipeline which extends from Young to Wagga Wagga (the Project). The Project

would connect to the Moomba to Sydney Pipeline System (MSP) mainline at its north east end in Young.

The Project is Stage 2 of the duplication of Young to Wagga Wagga pipeline, with the first stage, Wagga Wagga

to Bethungra, previously approved under Part 3A of the Environmental Planning and Assessment Act 1979

(EP&A Act) and constructed.

The proponent of the Project is APA Group (APA), comprising the Australian Pipeline Trust and APT Investment

Trust. East Australian Pipeline Limited, which is the holder of the Pipeline Licence for the Young to Wagga Wagga

Pipeline (PL 19) is also a subsidiary of APA Group.

1.2 Purpose and Scope

The project approval is subject to a number of conditions including the preparation and implementation of a

Construction Environmental Management Plan (CEMP). The CEMP must be approved by the Secretary of the

Department of Environment and Planning (DP&E) (the Secretary) or their nominee prior to commencement of

construction.

In accordance with the Conditions of Project Approval, the CEMP shall include a Construction Noise and Vibration

Management Plan (CNVMP). This document addresses this requirement and is provided as one of a number of

sub-plans to an overarching CEMP document. See Section 2.0 for more information on the CEMP structure. The

CEMP and associated sub-plans form management guides that clearly identify required environmental

management actions for easy reference by project personnel.

The purpose of this CNVMP is to describe how APA will manage construction noise and vibration during the

construction of the pipeline. The sub-plan has been developed to ensure the requirements of the project approval

and associated environmental documentation requirements are achieved to ensure the successful delivery of the

Project.

This sub-plan is only applicable to the pre-construction and construction phase of the Project and does not include

the management of operational noise and vibration. Noise and vibration from blasting activities during

construction is also excluded from this sub-plan. Should blasting activities be required they will be subject to a

separate Blasting Management Plan.

The key components covered in this sub-plan include:

- Identification of background noise levels and construction noise and vibration management criteria.

- Evaluation and assessment of potential noise and vibration impacts on receptors.

- Description of environmental management controls to mitigate potential noise and vibration impacts on

receptors.

- Procedures for monitoring and auditing of noise and vibration impacts against noise and vibration goals.

- Procedures for the management of complaints and non-compliances.

A description of acoustic terms used within this CNVMP is provided within Appendix A.

1.3 Objectives

The objectives of the CNVMP are to:

- Minimise unreasonable noise and vibration impacts on receptors.

- Avoid structural damage to buildings as a result of construction vibration.

- Comply with relevant construction noise and vibration management levels as described in Section 6.2.

- Undertake active community consultation and maintain positive working relationships.

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

2

2.0 Document Structure

The CNVMP forms a sub-plan of the overarching CEMP for the Project. An overview of the structure of the CEMP

and sub-plans is illustrated in Figure 1.

This sub-plan shall be reviewed and updated as necessary throughout the construction phase of the Project. The

review process is detailed within Section 9.0.

Revised copies of this document will be provided to all relevant stakeholders and approval agencies.

Figure 1 Structure of CEMP and Sub-Plans

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Construction Noise and Vibration Management Plan

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3.0 Legislative and Regulatory Requirements

APA and the Construction Contractor have an obligation to ensure that construction work complies with all

relevant regulatory requirements and guidelines. All site employees and construction personnel will be made

aware of environmental regulations and best industry practices as part of an environmental induction process and

construction management system. The relevant legislation, policies and approvals are identified in the following

sections.

3.1 Relevant Legislation

3.1.1 State

Environmental Planning and Assessment Act 1979.

The Environmental Planning and Assessment Act 1979 (EP&A Act) is the overarching environmental planning

and assessment legislation for the proper management, development and conservation of the State's natural and

built environment. Part 3A of the EP&A Act provides an assessment and approval process for major projects. The

Project is declared to be a major project under State Environmental Planning Policy (Major Development) 2005

(Major Projects SEPP) (Schedule 1, clause 26(a)) because it is development for the purpose of a pipeline in

respect of which a license has been granted under the Pipelines Act 1967. The Project is therefore subject to Part

3A of the EP&A Act and the Minister for Planning is the determination authority.

The existing pipeline licence for the Young to Wagga Wagga Pipeline (PL 19) requires a variation to address the

proposed pipeline duplication (or looping).

Protection of the Environment Operations Act 1997.

The Protection of the Environment Operations Act 1997 (POEO Act) details offences and penalties for a range of

environmental aspects, including noise, and sets out the duty to notify the Environment Protection Authority (EPA)

of any actual or potential environmental harm. The Act also details scheduled activities that require an

Environment Protection Licence (EPL).

3.2 Guidelines and Standards

This sub-plan has been prepared in accordance with the following standards and guidelines:

NSW Environment Protection Authority (EPA), Industrial Noise Policy (INP), January 2000 and relevant

application notes, 2013

NSW Department of Environment, Climate Change and Water (DECCW), Road Noise Policy (RNP), 2011

NSW Department of Environment & Climate Change (DECC), Interim Construction Noise Guideline (ICNG), 2009.

NSW Department of Environment and Conservation (DEC), Assessing Vibration: A technical guideline (AVATG),

2006

Standards Australia AS1055-1997™ (AS1055) - Description and Measurement of Environmental Noise, Parts 1, 2

and 3

Standards Australia AS IEC 61672.1-2004™ (AS61672) - Electro Acoustics - Sound Level Meters Specifications

Standards Australia AS 2436-2010™ (AS2436) - Guide To Noise And Vibration Control On Construction,

Demolition And Maintenance Sites

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Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

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3.3 Conditions of Approval and Statement of Commitments

The following table lists the statutory conditions of approval, which are applicable to the content and scope of this

sub-plan.

Table 1 Minister's Conditions of Approval and Statement of Commitments

Approval

reference Commitment/requirement Sub-plan reference

Minister’s Conditions of Project Approval

Construction Hours

B24 Construction activities associated with the project (except as provided in

Condition B25 and B26) shall be undertaken on a standard industry work

cycle during the following standard daytime construction hours:

Section 6.1

B24 a) 7:00am to 6:00pm daily for a maximum period of 28 days at a time,

separated by

a minimum respite period of nine days; and

B24 b) at no time on public holidays.

B25 The hours of construction specified under condition B24 may be varied

with the prior written approval of the Director-General. Any request to

alter the hours of construction shall be:

Section 6.1.2

B25 a) considered on a case-by-case basis;

B25 b) accompanied by details of the nature and need for activities to be

conducted during the varied construction hours and any other information

necessary to reasonably determine that activities undertaken during the

varied construction hours will not adversely impact on the acoustic

amenity of receptors in the vicinity of the site; and

B25 c) commenced only affected residential receivers are informed of the timing

and duration of work approved under this condition at least 48 hours

before that work commences.

B26 Except as expressly permitted by an EPL, activities resulting in impulsive

or tonal noise emission (such as rock blasting, pile driving) shall only be

undertaken:

Section 6.1.1

B26 a) Between the hours of 8:00 am to 5:00 pm Monday to Friday;

B26 b) Between the hours of 8:00 am to 1:00 pm Saturday; and

B26 c) In continuous blocks not exceeding three hours each with a minimum

respite from those activities and works of not less than one hour between

each block.

Construction Noise and Vibration Limits

B27 The Project shall be constructed with the aim of achieving the

construction noise management levels detailed in the Interim

Construction Noise Guideline (DECC, 2009). All feasible and reasonable

noise mitigation measures shall be implemented and any activities that

could exceed the construction noise management levels shall be

identified and managed in accordance with the CEMP.

Section 6.2.1 and 6.3

B28 The Project shall be constructed with the aim of achieving the following

construction vibration goals for human exposure: the acceptable vibration

values set out in the Environmental Noise Management Assessing

Vibration: A Technical Guideline (Department of Environment and

Conservation, 2006).

Section 6.2.3 and 6.3

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Approval

reference Commitment/requirement Sub-plan reference

B29 The Proponent shall ensure that air blast overpressure generated by

blasting associated with the Project does not exceed the criteria specified

in Table 1, when measured at the most affected residence or other

sensitive receiver.

Table 1 – Airblast overpressure criteria

Airblast overpressure

(dB(Lin Peak))

Allowable exceedance

115 5% of total number of blasts over a 12 month

period

120 Never

Blasting

Management Plan (if

blasting is required)

B30 Ground vibration generated by blasting associated with the Project does

not exceed the criteria specified in Table 2, when measured at the most

affected residence or other sensitive receiver.

Table 2 – Peak particle velocity criteria

Peak Particle

Velocity (mm/s)

Allowable exceedance

5 5% of total number of blasts over a 12 month

period

10 Never

Blasting

Management Plan (if

blasting is required)

Construction Environmental Management Plan

C2 As part of the Construction Environmental Management Plan required

under condition C1 of this approval, the Proponent shall prepare and

implement the following:

-

C2 d) a Construction Noise and Vibration Management Plan to manage noise

and vibration impacts during construction and to identify all feasible and

reasonable noise and vibration mitigation measures. The Plan shall be

developed in accordance with NSW Interim Construction Noise

Guidelines (DECC, July 2009) and shall include, but not necessarily be

limited to:

This document

C2 d) (i) details of all potentially noise-affected receivers; Appendix B

C2 d) (ii) an analysis of all feasible mitigation measures to reduce construction

noise and vibration impacts including the use of noise attenuation

barriers, alternative construction methods and work practices where

potential noise impacts exceed the relevant objectives;

Section 6.3

C2 d) (iii) procedures for notifying residents of construction activities that are

likely to affect their noise and vibration amenity;

Section 6.6

C2 d) (iv) contingency plans to be implemented in the event of non-compliance

and / or noise and vibration complaints; and

Section 7.3 and 8.0.

C2 d) (v) details of a contact person to follow up complaints. Section 6.4

Statement of Commitments

NV1

Construction noise and vibration management strategies will be outlined in the CEMP. Construction and operation measures will include:

-

- Liaising with community to advise on likely timing and duration of

noisy activities.

Section 6.6

- Resolving complaints received from residents and landowners. Section 8.0

- Using noise abatement measures where reasonable and feasible. Section 6.3

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4.0 Project Description

The Project will involve the installation of a new 18-inch (450 mm) natural gas transmission ‘looping pipeline’

between the townships of Young and Bethungra (see Figure 2). The new pipeline will be installed adjacent to an

existing 12-inch (305 mm) pipeline over a distance of approximately 70 km, and will be constructed within the

existing 20 m wide gas pipeline easement and an additional 10m of working space.

The pipeline would be a buried, class 600 (10.2 MPa) gas transmission pipeline which would initially be operated

at 8.5 MPa. The pipeline would be designed, constructed and operated in accordance with AS 2885 – The

Australian Pipeline Standard.

The construction of the pipeline would require a number of activities to be undertaken sequentially along the

length of the route. Typical equipment required for pipeline construction includes: bulldozers, loaders, graders,

side-boom tractors, trucks, padding machines, excavators, wheel ditching machines, welding units and light

vehicles.

Construction activities will be undertaken by a range of specialist construction personnel. The majority of the

pipeline will be installed via the excavation of a trench, laying of the pipe and backfilling of the trench. Where

required, other methods such as horizontal directional drilling (HDD) will be used for sections where minimal

disturbance to significant features is required such as sealed roads or major waterways.

Construction of the proposed pipeline will involve clearing and grading the entire pipeline easement. Such clearing

will result in total surface disturbance over the areas where it is employed, which will likely consist of the majority

of the route. It should be noted that the study area has already been subject to such an impact when the original

pipeline was constructed in 1980, and subsequently in 2006 when an optical fibre cable was constructed in part of

the study area. Since 1980, the area has also been subject to ongoing maintenance activities, including

vegetation clearing and maintenance in accordance with safety requirements for gas pipelines of this

specification.

A brief outline of the construction activities is provided below:

- Establishment of a temporary construction depot, pipe storage area, temporary gateways, and security

fencing

- Clear and Grade: Clearance of vegetation and levelling for right of way (ROW). Graders, backhoes and

bulldozers would be used for levelling.

- Trenching: A wheel trencher, rock saw or excavator would be used to dig the trench in which the pipe would

lie. This method is used everywhere except for major road and watercourse crossings where directional

drilling would normally be employed.

- Stringing and Bending: Laying out of the pipe adjacent to the trench in preparation for welding. Prior to

welding, the pipes would be bent to match the required vertical/horizontal profile.

- Welding, Inspection and Coating: Pipes would be welded in several segments, typically in one kilometre

lengths. Following welding and inspection, the pipe would be cleaned by grit blasting and an external coating

applied.

- Lowering In: Lowering of the pipe into the trench using side-boom tractors.

- Backfilling: The trench would be backfilled with screened trench spoil, which would sift around the pipe

providing a stone free covering. The remaining subsoil would then be placed in the trench in layers (typically

two layers) with compaction between each layer.

- Hydrostatic testing: Large single volumes of water to be pumped into the pipe in sections and pressurised to

a minimum of 125% of the maximum allowable operating pressure.

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Figure 2 – Project Location

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5.0 Risk Assessment

5.1 Evaluation and Assessment of Construction Noise and Vibration

Impacts

5.1.1 Assessment Methodology

Potential construction noise and vibration impacts have been assessed using a quantitative approach. The

assessment has identified potential sensitive receptors, likely noise levels and feasible and reasonable noise

mitigation measures. The quantitative noise and vibration assessment was undertaken through the following

steps:

- Review of the proposed construction activities (e.g. clearing, trenching, drilling) to identify those which are

likely to generate significant noise and vibration. The parameters taken into account include proposed

techniques and equipment, hours of operation and duration of each phase.

- Assessment of the potential noise and vibration impacts as a consequence of the identified construction

activities.

- Development of off-set distances for the proposed construction activities using criteria outlined in Interim

Construction Noise Guideline (ICNG) and other guideline documents.

- Identification of sensitive receptors, such as residences and other noise sensitive receptors within off-set

distances that could experience noise levels and vibration above recommended management levels.

- Evaluation of feasible and reasonable noise and vibration mitigation measures.

5.1.2 Existing Environment

The vast majority of the pipeline route is located in open countryside where the noise Rating Background Level

(RBL) is likely to be around 30 dB(A). The location of identified sensitive receptors in relation to the proposed

pipeline route is illustrated in Error! Reference source not found..

Although the background noise levels may actually be less in some areas, the Industrial Noise Policy states that

where the rating background level is found to be less than 30 dB(A), the level used for assessment purposes is

set to 30 dB(A). This RBL has also been used for the suburban/urban areas as no direct monitoring of noise

background level has been undertaken. A RBL of 30 dB(A) is very conservative for suburban/urban environments.

5.1.3 Noise Management Levels

The ICNG provides noise management levels for consideration in assessing noise impacts for a project and noise

levels for different types of receptors (Table 2).

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Table 2 – Noise management level for residential and sensitive receivers (ICNG)

Receptor

Time when

management

level applies

Rating

Background

Level (RBL)

Management level LAeq (15 min)

Residence

Standard

construction

hours1

30 dB(A) 40 dB(A)

(Noise affected / RBL + 10 dB(A))

Highly Noise

Affected2

N/A 75 dB(A)

(Highly noise affected)

Out of hours 30 dB(A) 35 dB(A)

(Noise affected / RBL + 5 dB(A))

Sensitive Receivers

Classrooms at schools and other

educational institutions Internal

noise level

When

properties are

being used

N/A 45 dB(A) (Internal noise level)

Hospital wards and operating

theatres N/A 45 dB(A) (Internal noise level)

Places of worship N/A 45 dB(A) (Internal noise level)

Active recreation areas (e.g. sports) N/A 65 dB(A) (External noise level)

Passive recreation areas (e.g.

reading, meditation)

N/A 60 dB (External noise level)

Community Centre

N/A Depends on the intended use of the

centre. Refer to the recommended

‘maximum’ internal levels in

AS2107 for specific uses.

5.1.4 Vibration Management Levels

The relevant standards/guidelines used for assessing construction vibration are summarised in Table 3.

Table 3 Standards/guidelines used for assessing construction vibration

Item Standard/Guideline

Structural Damage DIN4150-Part 3:1999 ‘Structural Vibration Part 3 – Effects of vibration

on structures

Human Comfort (tactile vibration) NSW Department of Environment and Conservation (2006) document

“Assessing Vibration: A Technical Guideline” 3

In the absence of Australian based vibration criteria for structural damage, German Standards and British

Standards have been considered. DIN4150 structural damage criteria are more conservative (i.e. more onerous)

than the British Standard BS7385-Part 2:1993 ‘Evaluation and Measurement for Vibration in Buildings’ and have

been adopted for this assessment.

1 Standard construction hours in the ICNG are weekdays 7am – 6pm and Saturdays 8am-1pm, no work on Sundays or public

holidays. 2 Highly Noise Affected level represents the point above which there may be strong community reaction to noise. This can

happen at any time. 3 This document is based upon the guidelines contained in British Standard 6472:1992, “Evaluation of human exposure to vibration in buildings (1-

80 Hz)”. This British Standard was superseded in 2008 with BS 6472-1:2008 “Guide to evaluation of human exposure to vibration in buildings – Part 1: Vibration sources other than blasting” and the 1992 version of the Standard was withdrawn. Although a new version of BS 6472 has been published, the EPA still requires vibration to be assessed in accordance with the 1992 version of the Standard at this point in time.

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5.1.4.1 Structural damage

Structural damage ground vibration criteria are defined in terms of levels of vibration that would minimise the risk

of damage to buildings and other structures.

Most commonly specified ‘safe’ structural vibration levels are designed to minimise the risk of threshold or

cosmetic surface cracks and are set well below the levels that have the potential to cause damage to the main

structure. Examples of threshold or cosmetic cracking include minor non-structural effects such as superficial

cracking in cement render or plaster. Larger exceedances of structural damage criteria increase the risk of more

significant damage to a building’s underlying structure.

Structural damage criteria are presented in German Standard DIN 4150-Part 3 in terms of recommended

maximum levels of vibration that reduce the likelihood of structural damage caused by vibration. These levels are

presented in Table 4. Receivers classified as Group 1, Group 2 and Group 3 have been identified as being

potentially affected by construction vibration.

It should be noted that the vibration criteria presented below are conservative. DIN 4150 states that:

“exceeding the values in table 1 (Table 4) does not necessarily lead to damage; should they be

significantly exceeded, however, further investigations are necessary”.

Table 4 DIN4150 structural damage vibration criteria

Group Type of structure

Guideline values for velocity in mm/s

Vibration at the foundation Vibration at

the

horizontal

plane of

highest

floor at all

frequencies

1 H to 10 Hz 10 H to

50 Hz

50 H to

100 Hz

1

Buildings used for commercial

purposes, industrial buildings

and buildings of similar design

20 20-40 40-50 40

2 Dwellings and buildings of

similar design and/or use 5 5-15 15-20 15

3

Structures that, because of

their particular sensitivity to

vibration, cannot be classified

under Group 1 or 2 and are of

great intrinsic value (e.g.

listed buildings under a

preservation order)

3 3-8 8-10 8

5.1.4.2 Human comfort

In general, human response to vibration is a complex phenomenon. There are wide variations in vibration

tolerance of humans. Accordingly, acceptance goals for human comfort are hard to define and quantify.

Acceptable values of human exposure to vibration are primarily dependent on the activity taking place in the

occupied space (e.g. workshop, office, or residence) and the character of vibration (e.g. continuous or

intermittent). In addition, specific values are dependent upon social and cultural factors, psychological attitudes,

expected interference with privacy, and ultimately the individual’s perception.

The procedure outlined in “Assessing Vibration: A Technical Guideline” has been used in this assessment.

Disturbance caused by vibration will depend on its duration as well as its magnitude. This method involves the

calculation of a Vibration Dose Value (VDV) which is used to evaluate the cumulative effects of bursts of

intermittent vibration. Various studies have shown that VDV assessment methods far more accurately assess the

level of disturbance than methods which assess the vibration magnitude only.

The VDV is the fourth root of the integral of the fourth power of vibration with respect to time. The VDV represents

an ‘amount’ of vibration. In assessing the VDVs, criteria detailed in BS6472:1992 ‘Guide to evaluation of human

exposure to vibration in buildings (1 Hz to 80Hz)’ are used, however the base values and multiples are converted

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into VDVs assuming constant levels over a 15 hour day and a 9 hour night. The resulting VDV criteria are shown

in Table 5.

Table 5 Acceptable vibration dose values for intermittent vibration (m/s1.75

)

Location Daytime Night-time

Preferred Maximum Preferred Maximum

Critical areas (e.g. hospital

operating theatres, precision

laboratories)

0.10 0.20 0.10 0.20

Residences 0.20 0.40 0.13 0.26

Offices, schools, educational

institutions and places of

worship

0.40 0.80 0.40 0.80

Workshops 0.80 1.60 0.80 1.60

The guideline states:

“There is a low probability of adverse comment or disturbance to building occupants at vibration values

below the preferred values. Adverse comment or complaints may be expected if vibration values

approach the maximum values. Activities should be designed to meet the preferred values where an

area is not already exposed to vibration. Where all feasible and reasonable measures have been

applied, values up to the maximum range may be used if they can be justified. For values beyond the

maximum value, the operator should negotiate directly with the affected community.”

Safe working distances for typical vibration inducing equipment are listed in Table 6 below.

Table 6 – Examples of safe working distances for typical vibration intensive plant

Plant Rating/Description Safe Working Distance

Cosmetic Damage Human Response

Vibratory Roller

< 50 kN (Typically 1-2 t) 5 m 15-20 m

< 100 kN (Typically 2-4 t) 6 m 20 m

< 200 kN (Typically 4-6 t) 12 m 40 m

< 300 kN (Typically 7-13 t) 15 m 100 m

> 300kN (Typically 13-18 t) 20 m 100 m

> 300 kN (> 18 t) 25 m 100 m

Small Hydraulic

Hammer (300 kg – 5-12 t excavator) 2 m 7 m

Medium Hydraulic

Hammer (900 kg – 12-18 t excavator) 7 m 23 m

Large Hydraulic

Hammer (1,600 kg – 18-34 t excavator) 22 m 73 m

Vibratory Pile

Driver Sheet piles 2–20 m 20 m

Pile Boring ≤ 800 mm 2 m N/A

Jackhammer Handheld 1 m nominal Avoid contact with

structure

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5.2 Potential Noise and Vibration Impacts

Noise receptors have been identified using a quantitative approach, whereby likely noise levels during

construction and offset distances were modelled, indicating how many receptors are located within each offset

distance. Noise levels were modelled for the noisiest equipment to be used on site and for other equipment such

as excavators and trenchers.

A total of 179 residences have been identified as within a “noise affected” offset distance (i.e. would experience a

noise level of between 40 dB(A) to 75dB(A)). These have been identified in Appendix B. No residences have been

identified within the “highly noise” affected offset distance (i.e. would experience a noise level of 75 dB(A) or

greater). No sensitive receivers have been identified within a noise affected distance.

Due to the transient nature of the construction works, whereby construction activities move along the pipeline

alignment as they progress, noise impacts on receptors will not be constant over the construction period and will

rather be during short term, temporary periods.

Traffic noise has not been assessed as it is expected that construction traffic is likely to be very low in volume.

The expected vibration levels from normal construction activities would not cause structural damage to buildings.

Furthermore, vibration levels at receptors are unlikely to cause adverse human response.

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6.0 Environmental Management

6.1 Construction Hours of Work

In accordance with the Conditions of Project Approval, construction activities will be undertaken during the

following standard daytime construction hours4:

a) 7:00am to 6:00pm daily for a maximum period of 28 days at a time, separated by a minimum respite

period of nine days; and

b) at no time on public holidays, unless prior approval received from DP&E and works are carried out in

accordance with the Out of Hours Work Protocol identified within the CEMP.

6.1.1 Impulsive or Tonal Noise Emissions

In accordance with the Conditions of Project Approval, activities resulting in impulsive or tonal noise emission

(such as rock blasting, pile driving) shall only be undertaken:

a) between the hours of 8:00 am to 5:00 pm Monday to Friday;

b) between the hours of 8:00 am to 1:00 pm Saturday; and

c) in continuous blocks not exceeding three hours each with a minimum respite from those activities and

works of not less than one hour between each block.

6.1.2 Permission for Varied Construction Hours (Out of hours works)

The hours of construction may be varied with the prior written approval of the Secretary. Any request to alter the hours of construction shall be:

a) considered on a case-by-case basis;

b) accompanied by details of the nature and need for activities to be conducted during the varied

construction hours and any other information necessary to reasonably determine that activities

undertaken during the varied construction hours will not adversely impact on the acoustic amenity of

receptors in the vicinity of the site; and

c) commenced only affected residential receivers are informed of the timing and duration of work approved

under this condition at least 48 hours before that work commences.

6.2 Construction Noise and Vibration Management Objectives

6.2.1 Construction Noise Management Levels

The Project shall be constructed with the aim of achieving the construction noise management levels detailed in

the ICNG, as detailed in Table 7 below.

Table 7 – Noise management level for residential and sensitive receivers (ICNG)

Receptor

Time when

management

level applies

Rating

Background

Level (RBL)

Management level LAeq (15 min)

Residence

Standard

construction

hours5

30 dB(A) 40 dB(A)

(Noise affected / RBL + 10 dB(A))

Highly Noise

Affected N/A

75 dB(A)

(Highly noise affected)

Out of hours 30 dB(A) 35 dB(A)

(Noise affected / RBL + 5 dB(A))

4 This does not apply in the event of a direction from police or other relevant authority for safety reasons, in an emergency to

prevent loss of life or to prevent environmental harm. 5 Standard construction hours in the ICNG are weekdays 7am – 6pm and Saturdays 8am-1pm, no work on Sundays or public

holidays.

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Receptor

Time when

management

level applies

Rating

Background

Level (RBL)

Management level LAeq (15 min)

Sensitive Receivers

Classrooms at schools and other

educational institutions Internal

noise level

When

properties are

being used

N/A 45 dB(A) (Internal noise level)

Hospital wards and operating

theatres N/A 45 dB(A) (Internal noise level)

Places of worship N/A 45 dB(A) (Internal noise level)

Active recreation areas (e.g. sports) N/A 65 dB(A) (External noise level)

Passive recreation areas (e.g.

reading, meditation)

N/A 60 dB (External noise level)

Community Centre

N/A Depends on the intended use of the

centre. Refer to the recommended

‘maximum’ internal levels in

AS2107 for specific uses.

6.2.2 Maximum levels for Plant and Equipment

All plant and equipment used throughout the works should have an operating sound power level less than or

equal to those in Table 8. These sound power levels are largely based on information in AS2436-1981 “Guide to

Noise Control on Construction, Maintenance and Demolition Sites”.

Table 8 – Typical Constriction Equipment Sound Power Levels, dB (A)

Plant description LAeq Sound Power Levels

Range

Rock Breaker 112

Piling Drilling 116

Pneumatic Jack Hammer 108

Mobile Crane 104

Scraper 109

Front End Loader 108

Pneumatic Hand Tools (general) 108

Bulldozer 109

Tracked Excavator 108

Grader 109

Vibratory Roller 110

Dump Trucks 105

Water Cart 100

Rollers 105

Concrete Pump 106

Backhoe 102

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6.2.3 Construction Vibration Management Objectives

The Project shall be constructed with the aim of achieving the construction vibration goals as detailed in Table 4

and Table 5.

6.3 Environmental Management Controls

The controls to be implemented during the construction of the project are provided in Table 9. Table 12 provides

further detail with respect to timing and responsibility for each control, as well as monitoring and reporting

requirements.

Table 9 Environmental Management Controls

Control

Ref # Environmental Management Controls

NV1 All potentially affected residences as identified in Error! Reference source not found. will be

informed by letterbox drop of the construction works including working hours to be adhered to, and

the level and duration of noise to expect during construction.

NV2 All potentially affected residences as identified in Error! Reference source not found. will be kept

informed of any significant changes to construction activities or if out of hours of work is required.

NV3 Any complaints received related to noise or vibration will be dealt with in accordance with Section

7.3.

NV4 All site personnel will be instructed during a general induction as to their responsibilities in

minimising noise and adhering to the noise minimisation measures.

NV5 Equipment operators are to be report any faulty equipment to Construction Contractor Site

Supervisor.

NV6 Works will be undertaken during the hours of:

a) 7:00am to 6:00pm daily for a maximum period of 28 days at a time, separated by a

minimum respite period of nine days; and

b) at no time on public holidays.

Any works outside of these hours shall be governed by the approved Out of Hours Work Protocol.

NV7 Activities resulting in impulsive or tonal noise emission (such as rock blasting, pile driving) shall only be undertaken:

a) between the hours of 8:00 am to 5:00 pm Monday to Friday;

b) between the hours of 8:00 am to 1:00 pm Saturday; and

c) in continuous blocks not exceeding three hours each with a minimum respite from those

activities and works of not less than one hour between each block.

NV8 In the case of an activity that requires work to be undertaken outside the specified hours, written approval must be sought from the Secretary. Any request to alter the hours of construction shall be:

a) considered on a case-by-case basis;

b) accompanied by details of the nature and need for activities to be conducted during the

varied construction hours and any other information necessary to reasonably determine

that activities undertaken during the varied construction hours will not adversely impact

on the acoustic amenity of receptors in the vicinity of the site; and

c) commenced only affected residential receivers are informed of the timing and duration of

work approved under this condition at least 48 hours before that work commences.

NV9 The noise levels of plant and equipment must have operating Sound Power or Sound Pressure

Levels compliant with the criteria in Table 8.

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Control

Ref # Environmental Management Controls

NV10 Vibration intensive activities should not be located closer to sensitive receptors than the safe

working distances presented in Table 6 – Human response.

NV11 Construction equipment will be fitted with adequate noise and vibration control equipment where

possible. Measures include earth moving equipment fitted with residential class mufflers, and

acoustic enclosures for any diesel generators and/or air compressors.

NV12 Any equipment not in use for extended periods during construction work will be switched off.

NV13 All vehicles and equipment will be regularly serviced, as per manufactures instructions and

maintained in proper working order.

NV14 Ensure deliveries are within the standard hours of works

NV15 Simultaneous operation of noisy plant will be avoided wherever practicable.

NV16 Wherever practicable, noisy equipment will be:

a) Positioned behind structures that act as barriers to identified receptors

b) Positioned at the greatest distance from identified receptors

c) Oriented to directed noise emissions away from identified receptors

NV17 “Quiet” practices will be employed wherever practicable when operating equipment

NV18 Any noise construction activities will be completed in the shortest time possible.

NV19 There will be no swearing or unnecessary shouting or loud stereos/radios on site.

NV20 There will be no dropping of materials from heights, throwing of metal items, or slamming of doors.

6.4 Roles and Responsibilities

The overarching CEMP provides details of the roles and responsibilities relevant to the CEMP and all sub-plans.

The roles and responsibilities relevant for only the CNVMP are provided below in Table 10 and are consistent with

the overarching CEMP.

Table 10 Roles and Responsibilities

Role Responsibilities Contact Phone

Number

APA Project Manager - Overall implementation of the Construction Noise and

Vibration Management Plan

- Authorise and confirm the implementation of mitigation

measures

Construction

Contractor Project

Manager

- Implement methodology for avoiding excessive noise

emissions

- Coordinate monitoring and compile reports

- Maintain internal records of monitoring

- Collate and maintain records of complaints, respond to

complainant

- Identify Non Conformances

- Review and update the Noise Management Plan as

required

Independent

Environmental

Representative

- Undertake audits to ensure implementation of the CNVMP

- Communication with EPA, as required

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6.5 Training and Awareness

All Project personnel, subcontractors, consultants and visitors will receive inductions into APA’s and the

Construction Contractor's environmental obligations prior to commencing on site. All environmental inductions will

be conducted as part of APA’s Health and Safety Environmental Management System (HSEMS). Project

induction and training will fall under the following categories:

- General project induction

- Visitor induction

- Job specific environmental training

Information specific to construction noise and vibration will be included in the general project induction and will

include:

- All relevant project specific and standard noise and vibration mitigation measures;

- Relevant licence and approval conditions;

- Permissible hours of work;

- Location of nearest receptors;

- Designated loading/unloading areas and procedures;

- Site opening/closing times (including deliveries); and

- Environmental incident and complaint procedures.

All inductions will be recorded in the training register held by the Construction Contractor.

6.6 Community and Stakeholder Consultation

This sub-plan has been prepared in accordance with the requirements of the Minister’s Conditions of Approval

and Statement of Commitments for the Project (Section 3.3).

Prior to implementation of this sub-plan and commencement of construction, this document will have been

reviewed by the DP&E and approved by the Secretary or his nominee prior to commencement of construction.

At least 14 days prior to construction, all potentially affected residences, as identified in Appendix B will be

informed by letterbox drop and/or email of the construction works including working hours to be adhered to, and

the level and duration of noise to expect during construction. They will also be informed if there are any changes

to construction activities and timing, including out of hours work.

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7.0 Monitoring and Reporting

7.1 Monitoring and Reporting Schedule

Monitoring will be undertaken through daily and weekly inspections and may be undertaken by a variety of

personnel including the Construction Contractor, APA’s environmental representative and third-party

environmental inspectors. It is the Construction Contractor Project Manager that is responsible for ensuring the

scheduled monitoring is undertaken in accordance with this CNVMP. The inspectors will be required to report

compliance to the CNVMP to the APA Project Manager, in the form of checklists. These checklists are provided

as an appendix to the overarching CEMP.

The Project Construction Contractor will additionally prepare a weekly report, separate to the weekly inspection

checklist, which will include a summary of the results of the daily and weekly inspections, results of the attended

noise monitoring, and summary any complaints. More information on the weekly reporting requirements for the

project as a whole is provided in the overarching CEMP.

Table 12 lists all of the environmental controls for this CNVMP, along with associated measurement criteria,

timing for monitoring and reporting, and the person responsible for the monitoring and reporting. The following

sections provide details specific to attended noise monitoring which is part of the monitoring program for this

CNVMP.

7.1.1 Attended noise monitoring procedure

The measurements will be conducted in accordance with the procedures outlines in Australian Standard AS 1055

Acoustics – Description and measurement of environmental noise and in accordance with methods outlined in the

NSW Industrial Noise Policy (INP). The following points should be followed when conducting noise monitoring:

- A field calibration should be conducted before and after measurements;

- The sound level meters must be set to an A-weighting and Fast;

- The sound level meters sample period should be set to 15 minutes;

- The following descriptors should be measured as a minimum: LA1, LAeq and LA90; and

- Measurements should be conducted a minimum of 3 metres from the nearest façade and/or solid fence/wall.

If it is not possible to do this, corrections for façade reflection should be applied to the measurement results.

7.1.2 Monitoring of equipment procedure

In addition to the residential noise monitoring procedures described above, the following equipment

measurements will be undertaken:

- Noise emission levels of all critical items of mobile plant and equipment will be checked for compliance by

the site environmental officer for compliance with noise limits appropriate to those items prior to the

equipment going into regular service;

- For equipment and mobile plant used for construction works, LAeq measurements will be taken at an

appropriate distance, normally 7m and converted to a Sound Power Level;

- An Equipment Noise Certificate, presenting relevant sound levels of the equipment tested, will be issued by

the Construction Contractor’s site environmental officer within the first week of the equipment commencing

at the construction site.

The equipment sound power levels will be compared to the levels contained in Table 8. If noise checks on any

equipment result in a prediction of non-compliance, noise mitigation strategies to achieve compliance will be

developed.

7.1.3 Equipment

All acoustic instrumentation employed throughout the monitoring programme will comply with the requirements of

AS IEC 61672.1-2004 Electroacoustics - Sound level meters – Specifications. All sound level meters must have

current calibration certificate from a NATA accredited laboratory in accordance with NATA guidelines. Instrument

calibration shall be checked before and after each measurement survey, with the variation in calibrated levels not

exceeding ±0.5 dB.

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7.1.4 Attended noise monitoring schedule

Table 11 below provides a preliminary monitoring schedule for construction.

Table 11 Construction noise monitoring schedule

Monitoring

Schedule Action Reporting

During first month

of construction

Complete one round of operator-attended 15 minute noise monitoring on

separate days at site boundaries and closest residences

Reporting as

detailed in

Section

7.1.5 to be

included in

monthly

report.

Carry out equipment noise level checks on all critical items of plant and

issue Equipment Noise Certificates

During

subsequent

months of

construction

period

Carry out equipment noise level checks on any new (untested) items of

critical plant and issue Equipment Noise Certificates

7.1.5 Reporting on attended noise monitoring

The following information must be included in the weekly reports when applicable:

- Field calibration results (before and after measurements)

- Measurement times and dates

- Qualitative description of the noise environment during the measurements

- LA1, LAeq and LA90 levels

- Meteorological conditions during the measurements

- Estimation of or recorded noise contribution from other major noise sources.

The Construction Contractor Project Manager shall establish and maintain a system of records which provides full

documentation of all noise monitoring results, complaint handling and responses to non-compliances. The

Construction Contractor Project Manager shall establish and maintain procedures for the collection, indexing,

filing, storage and maintenance of the records.

7.2 Auditing

The Independent Environmental Representative will undertake monthly audits to ensure compliance to the

CNVMP. This will involve checking the daily, weekly and monthly checklists have been completed and evaluation

of compliance with the CNVMP. This includes analysis of the attended noise measurements against noise

management objectives in 6.2.

The Independent Environmental Representative will report the outcomes of the audit to the APA Project Manager.

Any external auditing is to be undertaken in accordance with the Compliance Tracking Program.

7.3 Non-compliance and Corrective Action

Non-compliances identified through the daily and weekly inspections should be responded to with a corrective

action. This is the responsibility of the Construction Contractor Project Manager. Corrective actions should be

documented in the inspection checklist.

If a non-compliance has been identified during monthly audits that has not been corrected, the Independent

Environmental Representative will issue a non-conformance notification to the APA Project Manager. The APA

Project Manager will issue a request for corrective action to the Construction Contractor Project Manager who will

action the request as appropriate and provide updates on progress in addressing the issue at contractor meetings

or as requested by the APA Project Manager.

The Construction Contractor Project Manager is responsible for the initial reporting of significant non-compliances

with this CEMP or relevant legislation to the APA Project Manager. The APA Senior Programme Manager will

report such events to the relevant statutory authorities in accordance with legislative requirements.

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8.0 Complaints Management

In the event of an environment-related complaint from the community regarding noise, the Independent

Environmental Representative will notify the APA Project Manager. The APA Project Manager may issue a

request for corrective action to the Construction Contractor Project Manager who will action the request as

appropriate. A response should be provided to the complainant within 24 hours. Corrective actions may involve

supplementary monitoring to identify any non-compliances, and/or may involve modification of construction or

operational techniques to avoid any recurrence or minimise impacts. Complaints will be managed on an individual

basis. Corrective actions which do not adversely impact the construction programme will be implemented as a

priority.

Responses and actions to manage the complaint will be documented through the Incident Management process.

All incidents will be recorded and managed according to APA’s Management of Incidents procedure (MAN 297).

When a complaint is made, the Independent Environmental Representative will complete an Environmental

Incident Report Form to record details of the occurrence and actions taken. Where applicable, completed forms

should detail the following:

- The date and time of the complaint;

- The method by which the complaint was made;

- Any personal details of the complainant which were provided by the complainant or, if no such details were

provided, a note to that effect;

- The nature of the complaint;

- Description of noise source that is the subject of complaint, duration of event;

- Location of complainant during time of incident, and general area in which the noise source was located;

- Identification of project related noise activities and locations that could have or are known to have

contributed to the incident;

- If known, identification of non-project related noise emission activities and location at time of incident;

- Meteorological conditions at the time of the incident;

- The action taken in relation to the complaint;

- Any follow-up contact with the complainant; and

- If no action was taken, the reason why no action was taken.

All records are to be kept in a legible form, or in a form that can readily be reduced to a legible form and kept for

at least 4 years after the complaint or event to which they relate took place. A complaints register should also be

kept up to date with details of any complaints.

The Independent Environmental Representative will make available a report on complaints received to the

relevant Government Agencies upon request. A summary will be included in the monthly environmental report.

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9.0 Sub-Plan Review

This sub-plan is a living document which should be revised and updated as necessary throughout the construction

phase of the Project and in accordance with the pipeline licence requirements.

At a minimum it shall be reviewed by the Construction Contractor Project Manager on a monthly basis and if

necessary revised.

The review should assess all relevant information to the CNVMP including but not limited to:

- Historical monitoring data;

- Changes in land use; and

- Incidents related to noise emission exceedance and complaints.

The CNVMP would need to be modified to reflect any variation in monitoring frequency or variation in the

monitoring procedure (for example, to take account of a new noise issue being introduced to site).

The CNVMP should be viewed as a live document and updated as necessary, noting that revision of the NMP

may result in the monitoring regime increasing or decreasing.

All revisions of this document will be prepared in consultation with APA and relevant regulatory authorities, and

are to be approved by APA Project Manager. For each revision, the Quality Information table at the beginning of

this document should be updated.

All personnel indicated in Table 10 should be made aware of revisions to the CEMP, and regulatory authorities

notified where relevant.

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10.0 Summary of Environmental Controls Table 12 Summary of environmental controls including implementation and monitoring and reporting requirements.

Control

Ref # Environmental Control

Implementation Monitoring and Reporting

Timing Person

Responsible

Measurement

Criteria

Monitoring

Schedule Reporting Person Responsible

NV1 All potentially affected residences as identified in

Error! Reference source not found. will be

informed by letterbox drop of the construction

works including working hours to be adhered to,

and the level and duration of noise to expect

during construction.

At least 14

days prior to

construction

APA Land and

Environment

Manager

Letterbox drop is

recorded in the

environmental

consultation log.

Two weeks

prior to

construction

N/A – notify

APA Land

and

Environment

Manager and

APA Project

Manager

Construction Contractor

Project Manager

NV2 All potentially affected residences as identified in

Error! Reference source not found. will be kept

informed of any significant changes to

construction activities or if out of hours of work is

required.

As required APA Land and

Environment

Manager

Environmental

consultation log is

maintained and kept

up-to-date.

Weekly

inspection

Weekly

checklist

Construction Contractor

Project Manager

NV3 Any complaints received related to noise or

vibration will be dealt with in accordance with

Section 7.3.

Construction APA Project

Manager

Record of

complaints,

investigations and

responses in

Environmental

Incidents Reports

and complaints

register.

Weekly

inspection

Weekly

checklist

Construction Contractor

Project Manager

NV4 All site personnel will be instructed during a

general induction as to their responsibilities in

minimising noise and adhering to the noise

minimisation measures.

Construction Construction

Contractor

Project

Manager

Records of

inductions in training

register.

Weekly

inspection

Weekly

checklist

Construction Contractor

Project Manager

NV5 Equipment operators are to be report any faulty

equipment to Construction Contractor Site

Supervisor.

Construction Construction

Contractor Site

Supervisor

Records of faulty

equipment in vehicle

maintenance

register.

Monthly

inspection

Weekly

checklist

Construction Contractor

Project Manager

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Control

Ref # Environmental Control

Implementation Monitoring and Reporting

Timing Person

Responsible

Measurement

Criteria

Monitoring

Schedule Reporting Person Responsible

NV6 Works will be undertaken during the hours of:

a) 7:00am to 6:00pm daily for a maximum

period of 28 days at a time, separated by

a minimum respite period of nine days;

and

b) at no time on public holidays, unless

prior approval received from DP&E and

works are carried out in accordance with

the Out of Hours Work Protocol

identified within the CEMP.

Construction Construction

Contractor Site

Supervisor

No work is

undertaken outside

allowed hours.

Daily

inspection

Daily

checklist

Construction Contractor

Project Manager

NV7 Activities resulting in impulsive or tonal noise emission (such as rock blasting, pile driving) shall only be undertaken:

a) between the hours of 8:00 am to 5:00

pm Monday to Friday;

b) between the hours of 8:00 am to 1:00

pm Saturday; and

c) in continuous blocks not exceeding three

hours each with a minimum respite from

those activities and works of not less

than one hour between each block.

Construction Construction

Contractor Site

Supervisor

No activities

resulting in impulsive

or tonal noise

emission is

undertaken outside

allowed hours.

Daily

inspection

Daily

checklist

Construction Contractor

Project Manager

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Control

Ref # Environmental Control

Implementation Monitoring and Reporting

Timing Person

Responsible

Measurement

Criteria

Monitoring

Schedule Reporting Person Responsible

NV8 In the case of an activity that requires work to be undertaken outside the specified hours, written approval must be sought from the Secretary. Any request to alter the hours of construction shall be:

a) considered on a case-by-case basis;

b) accompanied by details of the nature

and need for activities to be conducted

during the varied construction hours and

any other information necessary to

reasonably determine that activities

undertaken during the varied

construction hours will not adversely

impact on the acoustic amenity of

receptors in the vicinity of the site; and

c) commenced only affected residential

receivers are informed of the timing and

duration of work approved under this

condition at least 48 hours before that

work commences.

Prior to varied

hours of

construction

Construction

Contractor Site

Supervisor

Written approval

from the Secretary is

obtained.

Weekly

inspection

Weekly

checklist

Construction Contractor

Project Manager

NV9 The noise levels of plant and equipment must

have operating Sound Power or Sound Pressure

Levels compliant with the criteria in Table 8.

Construction Construction

Contractor

Project

Manager

Attended noise

measurements as

per Section 7.1.1 to

7.1.4.

As per

noise

monitoring

schedule in

Section

7.1.3.

Monthly

report

Construction Contractor

Project Manager

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

25

Control

Ref # Environmental Control

Implementation Monitoring and Reporting

Timing Person

Responsible

Measurement

Criteria

Monitoring

Schedule Reporting Person Responsible

NV10 Vibration intensive activities should not be located

closer to sensitive receptors than the safe

working distances presented in Table 6.

Construction Construction

Contractor Site

Supervisor

Vibration intensive

activities are not

located closer to

sensitive receptors

than the safe

working distances

presented in Table

6.

Daily

inspection

Daily

checklist

Construction Contractor

Project Manager

NV11 Construction equipment will be fitted with

adequate noise and vibration control equipment

where possible. Measures include earth moving

equipment fitted with residential class mufflers,

and acoustic enclosures for any diesel generators

and/or air compressors.

Construction Construction

Contractor

Project

Manager

Construction

equipment fitted with

noise and vibration

control equipment

where possible.

Monthly

inspection

Monthly

checklist

Construction Contractor

Project Manager

NV12 Any equipment not in use for extended periods

during construction work will be switched off.

Construction Construction

Contractor Site

Supervisor

No equipment is left

running without

active use for more

than 15 minutes.

Daily

inspection

Daily

checklist

Construction Contractor

Project Manager

NV13 All vehicles and equipment will be regularly

serviced, as per manufactures instructions and

maintained in proper working order.

Construction Construction

Contractor

Project

Manager

Vehicles maintained

in accordance with

manufacturers

requirements.

Records of

equipment

maintenance logged

in vehicle

maintenance

registers.

Monthly

inspection

Weekly

checklist

Construction Contractor

Project Manager

NV14 Ensure deliveries are within the standard hours of

works

Construction Construction

Contractor

Project

Manager

No deliveries occur

outside standard

hours of works.

Daily

inspection

Daily

checklist

Construction Contractor

Project Manager

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

26

Control

Ref # Environmental Control

Implementation Monitoring and Reporting

Timing Person

Responsible

Measurement

Criteria

Monitoring

Schedule Reporting Person Responsible

NV15 Simultaneous operation of noisy plant will be

avoided wherever practicable.

Construction Construction

Contractor Site

Supervisor

Attended noise

measurements as

per Section

Attended noise

measurements as

per Section 7.1.1 to

7.1.4 to confirm all

measures to reduce

noise emissions are

effective and noise

management levels

are not exceeded.

As per

noise

monitoring

schedule in

Section

7.1.3.

Monthly in

the weekly

report as

applicable.

Construction Contractor

Project Manager

NV16 Wherever practicable, noisy equipment will be:

a) Positioned behind structures that act as

barriers to identified receptors

b) Positioned at the greatest distance from

identified receptors

c) Oriented to directed noise emissions

away from identified receptors

Construction Construction

Contractor Site

Supervisor

NV17 “Quiet” practices will be employed wherever

practicable when operating equipment.

Construction Construction

Contractor Site

Supervisor

NV18 Any noise construction activities will be completed

in the shortest time possible.

Construction Construction

Contractor Site

Supervisor

NV19 There will be no swearing or unnecessary

shouting or loud stereos/radios on site.

Construction Construction

Contractor Site

Supervisor

NV20 There will be no dropping of materials from

heights, throwing of metal items, or slamming of

doors.

Construction Construction

Contractor Site

Supervisor

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

Appendix A

Glossary

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

A-1

Appendix A Glossary

Term Description

A Weighted decibels [dB(A]) The A weighting is a frequency filter applied to measured noise levels to

represent how humans hear sounds. The A-weighting filter emphasises

frequencies in the speech range (between 1kHz and 4 kHz) which the

human ear is most sensitive to, and places less emphasis on low

frequencies at which the human ear is not so sensitive. When an overall

sound level is A-weighted it is expressed in units of dB(A).

Ambient noise The all-encompassing noise at a point composed of sound from all sources

near and far.

Assessment background level

[ABL]

The overall background level for each day, evening and night period for

each day of the noise monitoring.

Background noise The underlying level of noise present in the ambient noise when

extraneous noise (such as transient traffic and dogs barking) is removed.

The L90 sound pressure level is used to quantify background noise.

Day The period from 0700 to 1800 h Monday to Saturday and 0800 to 1800 h

Sundays and Public Holidays.

Decibel [dB] The measurement unit of sound.

Decibel scale The decibel scale is logarithmic in order to produce a better representation

of the response of the human ear. A 3 dB increase in the sound pressure

level corresponds to a doubling in the sound energy. A 10 dB increase in

the sound pressure level corresponds to a perceived doubling in volume.

Examples of decibel levels of common sounds are as follows:

0dB(A)

30dB(A)

40dB(A)

50dB(A)

70dB(A)

80dB(A)

90dB(A)

100dB(A)

110 dB(A)

115dB(A)

120dB(A)

Threshold of human hearing

A quiet country park

Whisper in a library

Open office space

Inside a car on a freeway

Outboard motor

Heavy truck pass-by

Jackhammer/Subway train

Rock Concert

Limit of sound permitted in industry

747 take off at 250 metres

Evening The period from 1800 to 2200 h Monday to Sunday and Public Holidays.

Equivalent continuous sound

level [Leq]

The constant sound level which, when occurring over the same period of

time, would result in the receiver experiencing the same amount of sound

energy.

Frequency [f] The repetition rate of the cycle measured in Hertz (Hz). The frequency

corresponds to the pitch of the sound. A high frequency corresponds to a

high pitched sound and a low frequency to a low pitched sound.

Lmax The maximum sound pressure level measured over the measurement

period.

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

A-2

Term Description

Lmin The minimum sound pressure level measured over the measurement

period.

L10 The sound pressure level exceeded for 10% of the measurement period.

For 10% of the measurement period it was louder than the L10.

L90 The sound pressure level exceeded for 90% of the measurement period.

For 90% of the measurement period it was louder than the L90.

Night The period from 2200 to 0700 h Monday to Saturday and 2200 to 0800 h

Sundays and Public Holidays.

Rating background level

[RBL]

The overall background level for each day, evening and night period for the

entire length of noise monitoring.

Sound power level The total sound emitted by a source.

Sound pressure level The amount of sound at a specified point.

Traffic noise The total noise resulting from road traffic. The Leq sound pressure level is

used to quantify traffic noise.

*Definitions of a number of terms have been adapted from Australian Standard AS1633:1985 “Acoustics –

Glossary of terms and related symbols”, the EPA’s NSW Industrial Noise Policy and Road Noise Policy.

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

Appendix B

Noise Contours and Receivers

AECOM

Young to Wagga Wagga Looping Pipeline Stage 2 (Bethungra to Young)

Construction Noise and Vibration Management Plan

09-Nov-2015 Prepared for – APT Management Services Pty Ltd – ABN: 58 091 668 110

B-1

Appendix B Noise Contours and Receivers

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BURRANGONG

MAIMURU

YOUNG3

7

6

52

4 1.1

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

1

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

ea\4.

7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

_G00

4_01

_Aco

ustic

s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

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BERTHONG

BURRANGONG

MAIMURU

YOUNG

8

7

15

14

13

12 11 109

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

2

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

ea\4.

7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

_G00

4_01

_Aco

ustic

s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

BridgeSuburbLocality

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MMiillvvaallee RRdd ((TTeemmoorraa

YYoouunngg RRdd))

BERTHONG

BURRANGONG

MAIMURU

16

15

22 21

20

19

18

17

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

3

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

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S\Ma

ps\R

evise

d_Ma

ps\15

0918

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4_01

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s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

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NUBBA

27

26

25

24

2330

2928

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

4

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

ea\4.

7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

_G00

4_01

_Aco

ustic

s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

BridgeSuburbLocality

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BERTHONG

COOTAMUNDRA

NUBBA

WALLENDBEEN

3736

31

30

3534 33 32

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

5

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

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7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

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4_01

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s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

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((BBuurrlleeyy GGrriiffffiinnHHwwyy))

COOTAMUNDRA

WALLENDBEEN

45

3944 3843

42

4140

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

6

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

ea\4.

7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

_G00

4_01

_Aco

ustic

s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

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West Jindalee Rd

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COOTAMUNDRA

4645

5049

48

52

47

51

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

7

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

ea\4.

7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

_G00

4_01

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s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

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COOTAMUNDRA57

53

56 5554

60 5958

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

8

AECO

M P:\

CBR\

6043

1900

\4. Te

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0918

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4_01

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s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

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COOTAMUNDRA

67

66

65 64 63 62 61 60

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

9

AECO

M P:\

CBR\

6043

1900

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th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

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BETHUNGRA

COOTAMUNDRA

DIRNASEER

6766

70 69 68

0 0.5 10.25km

YOUNG - WAGGA WAGGA PIPELINE SECTION 2Construction Noise Contours and Receivers within the Noise Affected Area

24 Sep 2015

Source: LPMA (2010), StreetPro (2009)60431900

¯

Pg.

FERNDALE COOTAMUNDRA

WALLENDBEEN

BERTHONG

YOUNGMEMAGONG MAIMURU

GDA94 - MGA Zone 55

10

AECO

M P:\

CBR\

6043

1900

\4. Te

ch w

ork ar

ea\4.

7_GI

S\Ma

ps\R

evise

d_Ma

ps\15

0918

_G00

4_01

_Aco

ustic

s_wi

th_ne

w_ae

rial_r

evise

d.mxd

Draf

ted: 2

4/09/2

015

Construction NoiseContour Levels (dB)

75654540

×Ö Residence/Homesteadå EducationI$ HospitalIH Library

ñ MuseumÝ Place Of Worship

Active Recreation

Gas Pipeline Section 2!( 100m Interval Points

HighwayMain RoadConnector RoadLocal RoadRailway

BridgeSuburbLocality