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07/2398 - Revised Noise Report and cover letters to referral agencies [As Published] · 132007.2398

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Shop 6 Esk Colonial Plaza

L arry Kum Ss ko Vv 139 Ipswich Street, Esk Q 4312

PO Box 228 Esk Q 4312
ij BRTP (Hons) MPIA Cert CE

i, own Planning and Development Consultant Phone: 0754 242 652 —[email protected]
Certified Practising Planner Fox: 0754 242653  www.kumskov.com.au
PlanTech Town Planners Pty Ltd ABN 21 076 885 599

  
 

8 August 2008

Sunshine Coast Regional Council

Noosa Office

PO Box 141

Tewantin Q 4565 41 AUG 2008

ATTENTION: Tracy Jones ~ 2
Jewantin

  

Dear Sir/Madam,
Re: Development Application 2007/2398
RSL Care — Cooroy

Please find attached a copy of the cover letters to the referral agencies as advised in the
Acknowledgement Notice.

Enclosed please find six copies of the revised noise report which should be inserted after the
Attachment 5 tab in the submitted reports.

The noise assessment has revealed the need to change some of the unit types adjoining the main
road and include a new unit type as shown in Figure 9 of the ANE report. A duplex unit based on
the revised floor plan is currently being prepared. A copy will be forwarded to the Council when it
is completed. The site concept plan will need to be revised to show the new unit mix. However this
can be done as part of the response to the information request likely to be provided by the Council.

Also enclosed is a CD with a PDF copy of the submitted plans and reports.

Yours faithfully, N\ cannot read cD.
u fg [2
Fe
Larry Kumskov

PlanTech Town Planners

 
Full text of the other 92 pages

Page 2

‘Larry Kumskov

BRTP (Hons) MPIA Cert CE

‘., lown Planning and Development Consultant
Certified Practising Planner

PlanTech Town Planners Pty Led ABN 21 076 885 599

8 August 2008
Queensland Transport
GPO Box 213
Brisbane Q 4001

Dear Sir/Madam,

Shop 6 Esk Colonial Plaza
139 Ipswich Street, Esk Q 4312

PO Box 228 Esk Q 4312
Phone: 0754 242 652 larry¥@kumskov.com.au
Fox: 0754242653 www.kumskov.com.au

Re: Development Application 2007/2398
RSL Care — 19 Trading Post Road and 4 Lamonts Road, Cooroy

Please find enclosed a copy of the revised development application lodged with the Sunshine Coast

Regional Council (Noosa).

-RSL Care acquired an adjoining lot and has revised the development plans to include that land. All
reports have been updated to include the additional land. Your file reference with regard to the

previous application was 890/01159 BRIS-1321 P26124.

Please note that the matters addressed in the earlier request for information and the responses from
your Department have been carried over to the revised development plans.

Yours faithfully,

Te

Larry Kumskov
PlanTech Town Planners

 

Page 3

[Larry Kumskov

i BRTP (Hons) MPIA Cert CE

3,, Town Planning and Development Consultant
Certified Practising Planner

PlanTech Town Planners Pty Ltd ABN 21 076 885 599

8 August 2008

Department of Main Roads
PO Box 183

Gympie Q 4570

Dear Sir/Madam,

Shop 6 Esk Colonial Plaza
139 Ipswich Street, Esk Q 4312

PO Box 228 Esk Q 4312
Phone: 0754 242 652 [email protected]
Fax: 0754 242 653 ~www.kumskov.com.au

Re: Development Application 2007/2398
RSL Care — 19 Trading Post Road and 4 Lamonts Road, Cooroy

Please find enclosed a copy of the revised development application lodged with the Sunshine Coast

Regional Council (Noosa).

[have enclosed for your information a copy of the DMR response to the previous application. RSL
Care acquired an adjoining lot and has revised the development plans to include that land. All

reports have been updated to include the additional land.

Yours faithfully,

Fe

Larry Kumskov
PlanTech Town Planners

 

Page 4

Queensland
x8 Government

16 January 2008

Department of Main Roads -
RSL Care

C/- Larry Kumskov

PO Box 820

Indooroopilly Qld 4068

Dear Sir Raced If- of-o8

Concurrence agency’s response ~ conditions

Noosa Shire

Cooroy Connection Road

Local Government application number 2007/2398
Main Roads number 7950

by RSL Care

Lot 1 RP215922

situated at 19 Trading Post Road, Cooroy

Enclosed is a copy of a letter to the Assessment Manager, Noosa Shire Council, providing
Queensland Department of Main Roads' response in respect of the above application. The response
Tequires that Council include specified conditions in any approval of the subject application.

Your attention is drawn to Section 3.3.17(1) of the Integrated Planning Act 1997 which provides that
a concurrence agency may only change its response before the application is decided by the
assessment manager. Should a request to change or cancel a condition be proposed then your
attention is drawn to Sections 3.5.9, 3.5.10 and 3.5.33 which are relevant.

The contact officer for this application is Mr Les Hudson.

Yours faithfully

a

G S Dawson
Manager (Network Planning and Performance)
Delegate of the Director-General

Department of Main Roads

Office of the Deputy Director-General / Districts Our ref 92/145/077950.0 A f2 lah8031
North Coast-Hinterland Yourref ~—

50 River Road Enquires Mrles Hudson rke

PO Box 183 Telephone +61 7 5482 0333

Gympie Queensland 4570 Facsimile +61 7 5482 0465

ABN 57 636 727 711 Website — www.mainroads.qid.gov.au

Emali www. [email protected]

Page 5

Queensland
Government

 

 

Department of Main Roads

16 January 2008

Mr Bruce Davidson € © (> Vy
Chief Executive Officer
Noosa Shire Council

PO Box 141
Tewantin Qld 4565

Dear Mr Davidson
Concurrence agency’s response - conditions

Noosa Shire

Cooroy Connection Road

Local Government application number 2007/2398
Main Roads number 7950

by RSL Care

Lot 1 RP215922

situated at 19 Trading Post Road, Cooroy

The above application has been assessed by the Queensland Department of Main Roads as a
Concurrence Agency.

The assessment has had regard to the potential impact of the proposed development on the State-
controlled road network.

Pursuant to Section 3.3.16 of the Integrated Planning Act 1997 the Queensland Department of Main
Roads requires that Council include the attached conditions in any approval of the application. A
Statement of Reasons in respect of these conditions is also provided in the attachment.

Council is considered to be the appropriate authority to address requirements for minor works such as
footpaths, kerb and channel and so on. Should Council choose to impose such requirements then the
applicant is required under section 33 of the Transport Infrastructure Act 1994, to make further
application to Main Roads to carry out the works.

Office of the Deputy Olrector-General / Districts Our ref 92/145/D7950.0 A f2 lah8030
North Coast-Hinterland Yourref 2007/2398

50 River Road . Enquiries MrLes Hudson = rke

PO Box 183 Telephone +61 7 5462 0333

Gympie Queensland 4570 Facsimile +61 7 5482 0465

ABN 57 836 727 711 Website — www.mainroads.qid.gov.au

Email www. [email protected]

Page 6

A copy of this letter and attachment has been sent to the applicant.

Please forward a copy of Council's decision notice to this office.
The contact officer for this application is Mr Les Hudson.

Yours sincerely

GS Dawson

Manager (Network Planning and Performance)

Delegate of the Director-General

Department of Main Roads

*Enc (Attachment 1 - Conditions and Statement of Reasons)

Page 7

Main Roads

CONDITIONS AND STATEMENT OF REASONS

Application type: Material change of use

 

Councit: Noosa Shire Main Roads File No: 92/145/D7950
Council Ref: 2007/2398 Road: Cooroy Connection Road
Development Number: 7950
Response Date: 16 January 2008
ISSUES / CONDITIONS OF DEVELOPMENT FOR | THE REASONS, INFORMATION,
CONCERNS THE SUBJECT APPLICATION STUDIES, FINDINGS, USED IN
SETTING OF CONDITIONS
INCLUDED:

 

Management of access
to a State-controlled
Toad.

There shall be no direct access to Cooroy
Connection Road, All access is to be via
Pearsons Road or Lamonts Road.

By minimising the number of points of
access to the State-controlled road
network, safety and efficiency are
maximised.

 

Works within the State-
controlled road reserve.

The applicant is to upgrade the Cooroy
Connection Road / Pearsons Road intersection
to incorporate a channelised right tum lane
(Type CHR) as shown on Figure 13.60 of
Main Roads' document, "Road Planning and
Design Manual".

The applicant is to upgrade the Cooroy
Connection Road / Lamonts Road intersection
to a Type BAR standard as shown on Figure
13.58 of Main Roads’ document, "Road
Planning and Design Manual".

Prior to the commencement of any works
within the State-controlled road, the applicant
must arrange for detailed engineering plans
and specifications for the proposed works to
be submitted to Main Roads for assessment
and be approved.

The engineering design, plans and
specifications submitted must be certified by
an appropriate Registered Professional
Engineer Qld (RPEQ).

Note: Further approvals will be required for
construction in accordance with the
requirements of section 33 of the Transport
Infrastructure Act 1994.

Main Roads’ Road Planning and Design
Manual, Chapter 13 — Intersections at
Grade.

Traffic study submitted by McConmick -
Rankin Cagney.

Works to be in accordance with Main
Roads Technical Manuals, Policies and
Guidelines together with relevant State
and National Standards.

 

 

Cost of works.

 

All works associated with this proposal,
including relocation of services, lighting, etc.
must be carried out at no cost to Main Roads.

 

The works are required to enable the
development to proceed without
compromising the safety and efficiency
of the State-controlled road network.

 

 

Page 8

 

ISSUES /
CONCERNS

CONDITIONS OF DEVELOPMENT FOR
THE SUBJECT APPLICATION

THE REASONS, INFORMATION,
STUDIES, FINDINGS, USED IN
SETTING OF CONDITIONS
INCLUDED:

 

 

Noise assessment.

 

The applicant is responsible for achieving the
acoustic quality objectives of the
Environmental Protection Act 1994 and the
Tequirements of Main Roads document, Road
Traffic Noise Management: Code of Practice.
Main Roads will not be responsible for the
provision of any buffers or noise attenuation
Measures necessary to maintain an appropriate
level of amenity for residential or other noise
sensitive uses. The applicant is to provide
these noise attenuation facilities which are to
be located clear of the State-controlled road
Teserve.

 

Environmental Protection Act 1994.

Main Roads document, “Road Traffic
Noise Management: Code of Practice”.

 

 

Page 9

Department of Main Roads
Road Planning and Design Manual

 

Wr=

Ve

Note:

 

 

 

 

 

 

 

# Qouble barrier line not to be used
thie side of the istand

 

 

 

 

 

 

 

 

 

Design Speed of Lateral Movement Length A Desirable
Major Road (m) Radius R
Approach (km/h) W7=3.5m W7=3.0m (m)
50 50% 40% 110
oo 60 so 175
70 70 60 240
80 80 65 280
90 90 75 350
100 100 85 425
110 110 95 500
120 120 100 600
(1) Based on a diverge rate of 1m (sec). If the through road is on a tight
horizontal curve, increase lateral movement length so that a minimal
decrease in speed is required for the through movement.
(2) Where Type 2 Road Trains are required minimum A = 60.0m

 

Nominal through lane width (m) (incl. widening for curves). For a new intersection on an existing road, the
width is to be in accordance with the current link strategy.

Nominal width of turn lane (m) (incl. widening for curves based on the design turning vehicle). Desirable
minimum = W, absolute minimum = 3m.

Tota! tength of auxiliary lane including taper, diverge/deceleration and storage (m).

Diverge/deceleration length including taper - refer to Table 13.11 (adjust for grade using the ‘Correction to
Grade' table in Figure 13.42).

Storage length (m), greater of: 1. The length of one design turning vehicle
2. (calculated car spaces —1) x 8m (refer to Appendix 13A of use computer
program eg. aaSIDRA)

Taper length (m) = 0,33 x iT
3.6

Design speed of major road approach (km/h)
Distance based on design vehicle turning path - typically 10 — 15m.

1, An alternative to the double white line on the offside edge of the right tum slot is a 1.0m painted median.
The 1.0m median is particularly useful when the major road is on a tight horizontal curve and oncoming
vehicles track across the centreline, Provision of this median will require the dimension ‘A’ to be increased.
2. A raised concrete median on the minor road may be used with this treatment to minimise ‘comer
cutting’, particularly for higher turing volumes.

Figure 13.60 Channelised Right Turn (CHR) on a Two Lane Rural Road

October 2006
13-99

Chapter 13
intersections at Grede

Page 10

Department of Main Roads
Road Planning and Design Manual

13.7.10 Right Turn Treatments -
Rural Conditions

There are two fundamental types of right
turn treatments for rural areas given in this
section:

* Type BAR shoulder widening
(minimum treatment);

© Type CHR pavement widening with a
right turn bay. A subset of this type is
the CHR(S). ©

Chapter 13
intersections at Grade

Generally these treatments are applied to
two-lane two-way rural roads.

13.7.10.1 Basic Right Turn
Treatment (BAR) on a Two-
Lane Rural Road

This is the minimum treatment for right
tum movements from a through road to side
roads and local access points. It is detailed
in Figure 13.58.

$11 bs preferred that the widened shouider le seated, uninea the shoulder can be:
Mainteined with @ pound and evan surface.

A 10.0m 3s

x 13,0m, A

 

 

 

 

  

 

 

rc
L

W= Nominal through lane width (m) (including widening for curves). Width to be continuous through the

intersection.

C= Onstraights - 6.5m minimum

+ 7.0m minimum for Type 1 & Type 2 Road Trains
On curves + widths as above + curve widening (based on widening for the design turning vehicle plus
widening for the design through vehicle)

A= QOS5xVxF
3.6

Increase length A on tighter curves. Where the design through vehicle is larger than or equal to a 19m semi-
trailer, the minimum speed used to calculate A is 80ksm/h.

V= Design speed of major road approach Qanv/h)

= Formation/carriageway widening (m)

S= Storage length to cater for one design turning vehicle (m) (minimum length 12.5m)

X= Distance based on design vehicle turning path, typically 10 - 15m

Figure 13.68 Basic Right Turn Treatment (BAR) on a Two Lane Rural Road

October 2006
13-96

Page 11

RSL Care

 

PROPOSED RSL RETIREMENT VILLAGE,
COOROY - ROAD AND RAIL NOISE
ASSESSMENT (REVISED)

August 2008

Prepared by:

AIR NOISE ENVIRONMENT PTY LTD
3/4 Tombo Street
Capalaba, Queensland 4157
07 3245 7808 (ph) 07 3245 7809 (fax)
Web: www.ane.com.au £-mail: [email protected]

Page 12

=
RSL Care =
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) —

 

Project Reference: 1750

Document Title: Proposed RSL Retirement Village, Cooroy - Road and Rail Noise
Assessment (Revised)

Client: RSL Care

Document Reference: /Network/Projects/1750/Reporting/2008 Revision/1750report04.odt

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Version: Description: Date: Author: Checked by: Approved by: Signature:
00 Oraft for internal review 08/07/08 | Samuel Wong } Craig Beyers - i
01 Draft for client review 11/07/08 | Samuel Wong | Craig Beyers Craig Beyers i
02 Revised draft for internal review | 04/08/08 | Samuel Wong | Cralg Beyers - ir
03 | Revised draft for client review | 06/08/08 | Samuel Wong | Cralg Beyers CMR fis Mike
03 Final for Client 07/08/08 | Samuel Wong | Craig Beyers CMR ka o, lata.
Copyright:

Air Noise Environment retains ownership of the copyright to all reports, drawings, designs, plans,
figures and other work produced by Air Noise Environment Pty Ltd during the course of fulfilling a
commission. The client named on the cover of this document shall have a licence to use such
documents and materials for the purpose of the subject commission provided they are reproduced
in full or, alternatively, in part with due acknowledgement to Air Noise Environment.

Third parties must not reproduce this document, in part or in full, without obtaining the prior
permission of Air Noise Environment Pty Ltd.

Disclaimer:

This document has been prepared with all due care and attention by professional environmental
practitioners according to accepted practices and techniques. This document is issued in
confidence and is relevant only to the issues pertinent to the subject matter contained herein. Air
Noise Environment Pty Ltd holds no responsibility for misapplication or misinterpretation by third
parties of the contents of this document. If this document does not contain an original signature, it
is not an authorised copy. Unauthorised versions should not be relied upon for any purpose by the
client, regulatory agencies or other interested parties.

Where site inspections, testing or fieldwork have taken place, the report is based on the information
made available by the client or their nominees during the visit, visual observations and any
subsequent discussions with regulatory authorities. The validity and comprehensiveness of
supplied information has not been independently verified and, for the purposes of this report, it is
assumed that the information provided to Air Noise Environment Pty Ltd is both complete and
accurate. It is further assumed that normal activities were being undertaken at the site on the day
of the site visit(s).

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/M750/REPORTING/2008 REVISION/1750REPORTO4.ODT Page ii

Page 13

RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

a

 

CONTENTS
1 INTRODUCTION
14 SCOPE OF STUDY
1.2 THE PROPOSED DEVELOPMENT
1.3 TASKS UNDERTAKEN
1.4 THIS REPORT
2 ASSESSMENT CRITERIA
21 RAIL NOISE
2.2 ROAD TRAFFIC NOISE
2.3 DEVELOPMENT SITE NOISE
3 BASELINE NOISE MONITORING
3.1 SELECTION OF MONITORING POSITION
3.2 METHODOLOGY FOR NOISE MONITORING
3.3 EXISTING NOISE SOURCES
3.4 RESULTS OF NOISE MONITORING
3.5 DERIVED NOISE CRITERIA
4 RAIL NOISE ASSESSMENT
41 NOISE PREDICTION METHODOLOGY
4.2 POTENTIALLY IMPACTED RECEPTORS
4.3 ASSESSMENT OF MONITORING RESULTS
4.4 RAIL NOISE MITIGATION
4.4.1 Acoustic Barrier And Construction Material Requirements
4.4.2 Alternate Construction Materials
6 ROAD TRAFFIC NOISE ASSESSMENT
5.1 NOISE PREDICTION METHODOLOGY
5.2 POTENTIALLY IMPACTED RECEPTORS
5.3 TRAFFIC DATA
5.4 MODELLING ASSUMPTIONS
5.5 NOISE PREDICTIONS
5.5.1 Introduction

-$ouon © DOD OaOaneoeeFmeaa#&a&tk we wewen Nb = 2 4

2 Ul 8! lk tk
on aa oH

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an

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORTO4.ODT

Page iii

Page 14

RSL Care

Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

5.5.2
6.5.3

5.6
5.6.1
5.6.2
5.6.3
5.6.4

6.1

6.2
6.2.1
6.2.2
6.2.3

7

7A
7.2
7.3

Model Validation
Predicted Noise Levels

MITIGATION OPTIONS
Construction Material Requirements
Construction Category Requirements
Alternative Design ILU Layouts For Reducing Construction Requirements
Open Space

NOISE IMMISSIONS ASSESSMENT
INTRODUCTION

ASSESSMENT OF IMPACTS
Fixed Plant
Loading Dock Noise
Traffic Accessing/Leaving The Site

CONCLUSION

RAIL NOISE

ROAD TRAFFIC NOISE
NOISE IMMISSIONS

APPENDIX A: FIGURES

APPENDIX B: ACOUSTIC GLOSSARY

APPENDIX C: PLATES

APPENDIX D: METEOROLOGICAL DATA

APPENDIX E: NOISE LOGGER DATA

 

AIR NOISE ENVIRONMENT PTY LTD
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Page iv

Page 15

RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) =>

 

1 INTRODUCTION
1.1 SCOPE OF STUDY

Air Noise Environment was commissioned by RSL Care Pty Ltd to undertake a noise impact study
for a proposed RSL retirement village in Cooroy. The assessment takes into account the acoustic
impacts associated with the following sources:

= road traffic and rail noise;

« development noise (e.g. mechanical! fixed plant) impacting sensitive receptors (on-site and off-
site); and

« traffic accessing and leaving the site via Lamonts Road.

Modelling of road and rail noise has been completed to determine areas potentially affected by the
Cooroy Connection Road and the Cooroy rail corridor. Where exceedances are predicted acoustic
controls are considered for the development in accordance with the requirements of the
Queensland Department of Main Roads* and the Noosa Shire Council.

Noise emissions from the proposed development including services and fixed plant have been
assessed in accordance with the Noosa Shire Planning Scheme (2006)?.

Air Noise Environment has previously completed an acoustic impact assessment for the proposed
development (ref: 175Ofinal.doc’). This revised report takes into consideration an updated site
layout and addresses issues raised by the Noosa Shire Council (in response to the original acoustic
impact assessment report).

1.2. THE PROPOSED DEVELOPMENT

The development site comprises an undeveloped lot and is located at the corner of the Cooroy
Connection Road and Pearsons Road in Cooroy (see Figure 1). The Cooroy rail corridor is located
on the western side of the Cooroy Connection Road, which borders the south-western boundary of
the development.

The proposed retirement village will comprise the following features:

an aged care facility;

an apartment block comprising of 20 units;

159 single storey Independent Living Units (ILUs); and
multi-purpose community village centre.

Figure 2 presents the proposed lot layout for the development. Figures 3 to 6 present building
layouts and elevations.

1 Road Traffic Noise Management: Code of Practice, Main Roads, 2000.
Noosa Shire Planning Scheme, Noosa Shire Council, 2006.
3 Proposed RSL Retirement Village, Cooroy — Road and Rail Noise Assessment, 31 October 2007.

 

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=—~
RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

1.3. TASKS UNDERTAKEN

The tasks undertaken for the project are as follows:

a existing noise monitoring;

® prediction of future traffic noise levels using the Calculation of Road Traffic Noise (CoRTN)
Methodology;

a prediction of potential rail noise impacts;

= identification of any acoustic attenuation measures necessary to reduce road traffic and rail
noise; and

a assessment of potential impacts of site traffic, services and fixed plant at the retirement village.

1.4 THIS REPORT

This report summarises the methodology, results and conclusions of the assessment.

All figures referenced in this report are presented in Appendix A and an acoustic glossary is
presented in Appendix B to assist the reader.

 

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RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

2
2.1

ASSESSMENT CRITERIA
RAIL NOISE

The Noosa Shire Council has specified an internal average Lame noise criteria of 50 dB(A) and
55 dB(A) for sleeping and living areas respectively. This criteria has been used for the assessment
of rail noise from the Cooroy Rail Corridor located to the west of the development site.

2.2

ROAD TRAFFIC NOISE

The Queensland Department of Main Roads through its Road Traffic Noise Management: Code of
Practice (2000) specifies noise criteria for new and existing roads. Criteria for proposed residential
developments from the Code of Practice specify the requirements for the current and future noise
conditions as follows.

Criteria for residential development (Temporary or Permanent Occupancy) requires that:

Residential (Temporary or Permanent Occupancy)

‘Habitable Floors

60 dB(A) Lio (18 Hour) or less, where existing levels measured at the local government
deemed-to—comply dwelling setback distance are greater than 40 dB(A) Loo (8-Hour)
between 10 pm and 6 am; or

57 dB(A) Lio (18 hour) or less, where existing levels measured at the local government
deemed-to—comply dwelling setback distance are less than or equal to 40 dB(A) Loo (8-hour)
between 10 pm and 6 am

Where the above criteria cannot be met, intemal maximum design criterion levels specified
in table, AS 2107-1987.

Note: All extemal levels stated are free-field with the expectation that additional 2.5 dB(A)
increase is applied for the facade correction when the building is constructed. This will achieve
a level of less than 63 dB(A) and 60 dB(A), respectively, 1 metre from the most exposed facade
of a building.’

Specific guidance is also provided by the DMR for outdoor areas at developments:

‘Balconies and formal external open areas

60 dB(A) Lio (18 Hour) or less, where existing levels measured at the local government
deemed-to—comply dwelling setback distance are greater than 45 dB(A) Loo (18-Hour); or

57 dB(A) Lio (18 hour) or less, where existing levels measured at the local government
deemed-to-comply dwelling setback distance are less than or equal to 45 dB(A) Ls0(18-
hour).’

The above criteria has been considered for the purposes of this noise assessment.

 

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Page 18

RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) —-

 

2.3 DEVELOPMENT SITE NOISE

The following noise limits for fixed plant and equipment have been specified by the Noosa Shire
Council:

» Daytime and evening (7 am — 10 pm): Lamaxag equal to or less than Lago + 5 dB(A);
» Night (10 pm —7 am): Lamexeq equal to or less than Lass + 3 dB(A).

This criteria has been used to assess the impacts of development noise on on-site and off-site
sensitive receptors.

 

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RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) ==

 

3 BASELINE NOISE MONITORING
3.1 SELECTION OF MONITORING POSITION

Two attended noise monitoring positions were chosen for the purposes of the assessment.

The first monitoring position was located at the development site boundary adjacent to the Cooroy
Connection Road. The noise monitoring position has a direct line of sight to the railway and road,
hence was unobstructed from vehicular and train noise emissions. Attended noise measurements
were also completed at this location for determining maximum noise levels associated with passing
trains.

The second monitoring position was located at the rear of the development site, at the end of
Trading Post Road. The purpose of the noise monitoring was to determine to typical background
noise levels experienced by nearby residents which have a potential to be impacted by the
proposed retirement village.

The monitoring locations are depicted on Figure 1 in Appendix A and Plate 1 in Appendix C.

3.2 METHODOLOGY FOR NOISE MONITORING

Noise measurements were made using an Acoustic Research Laboratories environmental noise
logger (ARL215). The serial number and calibration information for each instrument is presented in
Table 3.1. An averaging time of 15 minutes was adopted and measurements were made over at
least a 24-hour period as detailed below. The microphone was positioned at a height of 1.2 m
above ground level and fitted with a windshield throughout the measurements.

TABLE 3.1: BACKGROUND NOISE MONITORING

 

 

 

 

 

 

 

 

 

 

NATA Field Field
Instrument Serial Calibration Calibration Calibration Date of
Number Current Until Pre-Check Post-Check Monitoring
Level Level
ARL noise logger 04/07/2007 -
(Monitoring Position 1) 94520 27/09/2008 94.0 dB(A) 94.0 dB(A) 05/07/2007
ARL noise logger 05/07/2007 —
(Monitoring Position 2) 94520 27/09/2008 94.0 dB(A) 94.6 dB(A) 09/07/2007

 

Noise measurements for trains passing by the development site were also completed by Air Noise
Environment during a site visit on 4 July, 2007. Measurements were made using a Type 2 Svantek
943AE sound level meter (Serial Number 5163) and calibrator (Serial Number 358).

Details of the NATA certified calibrations of these instruments are presented in Table 3.2.

 

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TABLE 3.2: ATTENDED NOISE MONITORING

 

 

 

 

Serial Date of NATA Calibration | Field Calibration | Field Calibration Post-
Number Monitoring Current Until Pre-Check Level Check Level
943A 05/07/07 27/11/07 94.0 dB(A) 94.0 dB(A)
358 - 17/10/2007 - -

 

 

 

 

 

 

3.3. EXISTING NOISE SOURCES

The noise sources identified during site visits included traffic noise from the Cooroy Connection
Road, insects, birds and train noise along the Cooroy Railway Corridor. Road traffic noise from the
Cooroy Connection Road was noted to be the dominant noise source at both attended noise
monitoring positions.

3.4 RESULTS OF NOISE MONITORING

Appendix E presents in full the results of the background noise monitoring. Tables 3.3 and 3.4
presents a summary of the unattended noise monitoring measurements.

TABLE 3.3: POSITION 1 - MEASURED NOISE LEVELS (dB(A))

 

Maximum | Maximum | Single Event
Date Lato, enour | Laso, 18-hour | Lago, s-nour | Leg, 24-hour Lamax (train
Laca, t-nour Lato, t-nour passby) ~ |

 

04/07/07 —

05/07/07 64.5 47.1 33.5 61.6 64.7 67.6 95.0

 

 

 

 

 

 

 

 

 

 

TABLE 3.4: POSITION 2 - MEASURED NOISE LEVELS (dB(A))

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Date Period Lamax Lar Lato Laso Log
5/07/07 Evening 61.1 56.7 50.6 39.0 48.7
Night 61.0 55.6 47.5 36.0 48.9

6/07/07 Day 67.2 61.7 56.1 48.5 55.5
Evening 62.6 59.0 §3.5 40.9 50.7

Night 62.2 57.0 49.1 34.9 49.9

7107107 Day 63.8 57.0 50.6 42.3 49.3
Evening 62.3 58.1 50.8 37.1 49.1

Night 55.6 50.5 45.1 31.9 43.1

8/07/07 Day 65.8 58.3 51.6 42.5 50.5
Evening 59.8 56.0 50.0 36.2 47.9

 

 

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Date Period Lamax Las Lato Laso Laeg
Night 57.9 52.6 46.5 35.8 46.2

 

 

 

 

 

 

 

 

 

 

Hatf-hourly meteorological data from the meteorological station at Tewantin showed that the
weather conditions were both calm and dry. Hence, all measured noise data is valid for use in the
noise assessment.

3.5 DERIVED NOISE CRITERIA

The 8-Hour Laso of 33.5 dB(A) indicates that a noise level criteria of 57 dB(A) Lato.1e-nou (free field) is
applicable to the development (refer to Section 2) for assessment of road traffic noise impacts. For
private open space, the 60 dB(A) Lato,1enow (free field) criterion is applicable.

Based on the average background Laso noise level of 35 dB(A) (between 10 pm and 7 am) and
43 dB(A) (between 7 am and 10 pm), fixed plant noise criteria of 38 dB(A) and 48 dB(A) applies for
the nighttime and daytime respectively.

 

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4 RAIL NOISE ASSESSMENT
4.1. NOISE PREDICTION METHODOLOGY

The potential impact of rail noise on the proposed development has been determined using the
baseline noise monitoring data set. Typically, noise contour data is provided by Queensland Rail
(QR) identifying the setback distance required for achieving compliance with the Lama 87 dB(A)
criteria. Upon discussion with OR, it was determined that there was no existing noise contour data
available for the relevant section of the Cooroy Railway Corridor, hence the need to rely on the
monitoring data for this assessment.

In order to determine the impacts of train noise and potential mitigation options, modelling of train
noise was completed using the proprietary software package Cadna (Computer Aided Noise
Abatement Model), developed by DataKustik. Cadna incorporates the influence of meteorology,
terrain, ground type and air absorption in addition to source characteristics to predict noise impacts
at receptor locations. The noise modelling also allows investigation of possible noise management
solutions, in the event that non-compliance with the assessment criterion is predicted.

The following section discusses the noise levels at potentially impacted receptors and
recommended noise mitigation options.

4.2. POTENTIALLY IMPACTED RECEPTORS

Hypothetica! receptor positions with a potential to be impacted by noise from rail noise were
selected from current plans of the proposed development. Receptors were placed at worst-case
locations for all buildings. Receptor positions are summarised as follows:

» 5 worst-case receptor positions for each ILU were selected to represent various facades:
Bedroom 1;

Bedroom 2;

Sliding Door opening to Terrace;

Side facade of ILU enclosing the Living/Dining and Kitchen Areas; and

Front facade of ILU enclosing the Living Area.

= 4 worst-case receptor positions (South-East, South-West, North-East and North-West wing) for
the Aged Care Facility at ground and first floor levels;

® 1 worst-case receptor position for the 20 Unit Apartment at ground and first floor; and
« 1 worst-case receptor position for the Community Village building.

Figure 7 presents the ILU building numbers considered in the noise modelling and receptor
positions of all other buildings. As identified on Figure 2, the retirement village is proposed to have
both single-storey and two-storey residential housing or apartments. Noise level predictions assume
a receptor height of 2.0 m and 5.0 m above the existing ground level for ground floor and first floor
housing respectively.

 

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4.3 ASSESSMENT OF MONITORING RESULTS

Table 4.1 presents the Lama noise levels measured by Air Noise Environment at the site boundary
adjacent to the Cooroy Connection Road (see Figure 1).

TABLE 4.1: MAXIMUM NOISE LEVELS AT THE DEVELOPMENT SITE BOUNDARY FRONTING
THE COOROY CONNECTION ROAD (dB(A))

 

 

 

 

 

 

Source of Data Lamax (Free-Fletd)
Continuous unattended monitoring 87 (Average)
Attended noise monitoring of train noise 89

 

The attended noise measurements at the boundary of the site have determined that the average
Lamax Noise level of a passing trains is approximately 87 dB(A). Hence, the internal criteria (average
Lamax) is predicted to be exceeded by up 40 dB(A) and 35 dB(A) for sleeping and living areas
respectively.

The noise levels indicated in Table 4.1 were measured at the site boundary, at a distance of 40 m

from the passing trains. Mitigation options for reducing noise levels to within the Noosa Shire
Council internal criteria are presented in the following sections.

4.4 RAIL NOISE MITIGATION

4.4.1. Acoustic Barrier and Construction Material Requirements

Further noise calculations have been completed to determine the effectiveness of an acoustic
barrier, as identified on Figure 8. The acoustic barrier is suitable for providing attenuation for both
toad traffic noise (as discussed in Section 5.6) and rail noise. It is assumed that the barrier is
constructed of a material with a mass density of 12 kg/m? and is continuous with no air gaps.

Tables 4.2 and 4.3 present predicted Lama noise levels associated with train noise.

TABLE 4.2: PREDICTED WORST-CASE Lamax NOISE LEVELS (FACADE-CORRECTED) FOR
ILU BUILDINGS

 

 

 

 

 

 

 

 

 

Worst-Case Predicted Lams Noise Levels dB(A)
ILU No.' Bed 1 Bed 2 Terrace Side Facade Front Facade
Facade Facade | (Sliding Door) | (Living/Dining/Kitchen) (Living)
1 74 83 77 75 82
2 73 83 76 73 80
3 82 80 71 71 80
4 82 85 76 74 83
5 71 82 75 72 81
6 80 80 74 72 81

 

 

 

 

 

 

 

 

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=—
=——
=
—

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Worst-Case Predicted Lamax Noise Levels dB(A)
ILU No.’ Bed 1 Bed 2 Terrace Side Facade Front Facade
| Facade Facade | (Sliding Door) | (Living/Dining/Kitchen) (Living)
7 79 79 73 75 80
8 74 85 76 77 82
9 76 83 75 75 81
10 79 83 71 72 80
11 80 78 73 73 79
12 T4 80 73 72 79
13 78 78 70 72 79
14 80 77 76 80 79
15 79 79 74 76 80
16 82 79 79 82 81
17 79 79 72 80 83
18 78 78 75 80 83
19 79 78 71 81 83
20 76 78 71 80 82
21 77 75 73 79 82
22 76 78 70 77 81
23 76 78 76 81 81
24 79 74 75 80 80
25 78 78 71 73 70
26 78 78 76 73 68
27 76 78 77 76 69
28 78 77 74 76 68
29 81 80 78 75 69
30 81 81 78 78 70
31 79 81 78 78 70
32 78 81 78 78 70
33 80 80 76 78 70
34 7 73 71 79 79
35 75 76 71 78 79
36 77 73 76 79 79
37 78 74 77 79 79
38 77 78 69 79 79
39 76 73 80 80 80

 

 

 

 

 

 

 

 

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Worst-Case Predicted Laux Noise Levels dB(A)
ILU No." Bed 1 Bed 2 Terrace Side Facade Front Facade
Facade Facade | (Sliding Door) | (Living/Dining/Kitchen) (Living)
40 76 75 68 77 80
41 74 77 68 77 79
42 76 76 68 77 78
43 76 77 75 75 68
44 77 77 75 75 68
45 77 77 76 76 67
46 78 77 76 75 72
47 76 79 75 75 68
48 7 77 72 74 69
49 75 77 74 75 67
50 78 77 73 74 66
51 74 77 72 74 66
52 78 7 73 73 66
53 70 77 71 71 64
54 72 76 72 72 66
55 81 79 75 81 81
56 75 79 71 77 80
57 78 75 70 80 80
58 75 73 67 75 78
59 7 74 71 68 74
60 70 78 73 72 72
61 77 78 67 73 73
62 78 78 69 72 76
63 75 80 76 75 74
64 81 80 78 80 77
65 78 80 72 75 80
66 69 80 69 71 76
67 73 76 76 78 78
68 68 76 67 72 76
69 68 73 66 72 75
70 69 72 73 76 77
71 75 74 71 69 74
72 74 72 67 67 75

 

 

 

 

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Worst-Case Predicted Laws. Noise Levels dB(A)
ILU No." Bed 1 Bed 2 Terrace Side Facade Front Facade
Facade Facade | (Sliding Door) | (Living/Dining/Kitchen) (Living)
73 77 76 68 70 75
74 76 78 67 71 75
75 78 79 76 72 75
76 80 79 75 80 77
77 81 78 74 81 80
78 77 74 70 74 79
79 75 75 74 78 78
80 68 76 67 70 73
81 66 73 66 63 71
82 77 77 76 76 77
83 67 78 71 73 69
84 79 79 79 79 80
85 73 73 73 73 74
86 80 79 76 76 78
87 80 81 73 74 78
88 80 73 70 80 80
89 73 78 71 75 80
90 75 79 72 74 79
91 75 78 72 76 79
92 73 74 73 76 73
93 83 85 80 81 73
94 85 85 81 81 72
95 81 84 78 80 74
96 85 84 81 82 75
97 85 84 81 81 73
98 84 84 80 79 73
99 85 85 80 80 73
100 85 85 81 81 74
101 85 83 80 82 78
102 79 83 80 78 75
103 85 85 82 82 75
104 85 84 82 82 72
105 85 84 81 81 74

 

 

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Worst-Case Predicted Lan. Noise Levels dB(A)
ILU No." Bed 1 Bed 2 Terrace Side Facade Front Facade
Facade Facade | (Sliding Door) | (Living/Dining/Kitchen) (Living)
106 80 85 78 78 70
107 84 83 81 78 70
108 84 83 80 78 70
109 84 84 78 80 71
110 81 84 79 81 72
111 81 84 79 80 73
112 84 84 78 79 72
113 80 84 78 80 74
114 78 83 78 77 74
115 79 83 78 77 75
116 83 82 80 78 77
117 74 81 74 74 77
118 79 79 78 78 77
119 79 79 77 78 72
120 79 79 71 75 71
121 79 77 75 77 71
122 81 80 78 79 73
123 79 80 70 74 69
124 79 79 70 74 69
125 78 78 75 76 69
126 77 78 68 73 67

 

 

' {LU Building numbers are identified on Figure 7

TABLE 4.3: PREDICTED WORST-CASE Lamax NOISE LEVELS (FACADE-CORRECTED) FOR

 

 

 

 

 

 

 

 

ALL OTHER BUILDINGS
Receptor’ Worst-Case Predicted Lams. Nolse Level dB(A)’
Ground Floor First Floor
Aged Care Facility (SW Wing) 79 80
Aged Care Facility (NW Wing) 76 79
Aged Care Facility (NE Wing) 66 74
Aged Care Facility (SE Wing) 78 80
20 Unit Apartment 75 77
Community Village Centre 78

 

 

 

 

 

' Receptor Positions are identified on Figure 7

 

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According to Tables 4.2 and 4.3, the internal noise criteria is predicted to be exceeded by up to
35 dB(A) for the ILU buildings. Exceedances are also predicted for the Aged Care Facility, 20 Unit
Apartment and Community Village Centre by up to 30 dB(A).

4.4.2 Alternate Construction Materials
The Noosa Shire Council has specified internal noise criteria for passing trains. Construction

material requirements for achieving the recommended internal noise levels are discussed in
conjunction with the findings of the road noise assessment in Section 5.6.1.

 

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5 ROAD TRAFFIC NOISE ASSESSMENT
5.1. NOISE PREDICTION METHODOLOGY

The methodology adopted for the assessment is as required by the Queensland Department of
Main Roads (2000) guideline, Road Traffic Noise Management: Code of Practice. As detailed in
this procedure, predictions for a 10 year traffic horizon from the proposed completion date of the
expansion project were undertaken. For the purposes of the assessment predictions were
undertaken in accordance with the methodology described in the United Kingdom, Department of
Transport (1988) procedure, Calculation of Road Traffic Noise (CORTN 88).

The noise predictions for the proposed development were completed using the proprietary software
package Cadnaa (Computer Aided Noise Abatement Model), developed by DataKustik. The noise
modelling involved prediction of potential receptor noise levels at the proposed development
utilising the CoRTN method of catculation. The methodology gives consideration to various
elements of the road design including traffic flows, traffic vehicle composition, road gradient,
acoustic shielding by other buildings, and road surface type. The method predicts Lato,1s nour NOISE
levels which are the noise levels exceeded 10 % of the time between the hours of 6 am and
midnight.

The road surface type utilised in the predictions was a 10 mm chip seal (3.0 dB(A) correction) for
the Cooroy Connection Road. A photograph showing the road surface is presented on Plate 2 in
Appendix C.

§.2. POTENTIALLY IMPACTED RECEPTORS

Hypothetical receptor positions with a potential to be impacted by noise from road traffic were
selected from current plans of the proposed development. Receptors were placed at worst-case
locations for all buildings. Receptor positions are summarised as follows:

= 5 worst-case receptor positions for each ILU were selected to represent various facades:
«® Bedroom 1;

Bedroom 2;

Sliding Door opening to Terrace;

Side facade of ILU enclosing the Living/Dining and Kitchen Areas; and

Front facade of ILU enclosing the Living Area.

« 4 worst-case receptor positions (South-East, South-West, North-East and North-West wing) for
the Aged Care Facility at ground and first floor levels;

= 1 worst-case receptor position for the 20 Unit Apartment at ground and first floor; and
® 1 worst-case receptor position for the Community Village building.

Figure 7 presents the ILU building numbers considered in the noise modelling and receptor
positions all other buildings.

 

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5.3. TRAFFIC DATA

The Queensland Department of Main Roads has provided 2006 traffic data for the Cooroy
Connection Road, north of Pearsons Road. The 2005-2006 growth rate for the Cooroy Connection
Road is 5.35 %. This growth rate has been applied to predict 2007, 2008 and 2018 AADT counts.
Table 5.1 presents a summary of the traffic data used for the assessment.

TABLE 5.1: AADT DAILY PREDICTED TRAFFIC VOLUMES

 

 

 

 

 

 

Cooroy Connection Road
Year
% Heavy Vehicles AADT
2006 10 6,180
2007 10 6,511
2008 10 6,859
2018 10 11,554

 

 

 

 

 

§.4 MODELLING ASSUMPTIONS

As identified on Figure 2, the retirement village is proposed to have both single-storey and two-
storey buildings. Noise level! predictions assume a receptor height of 2.0 m and 5.0 m above the
existing ground level for ground floor and first floor housing respectively. For outdoor private open
spaces, noise contours have been modelled at 1.5 metres above existing ground levels.

A noise source height of 0.5 m is adopted for vehicles on the Cooroy Connection Road. Variations
in speed (and therefore traffic noise) were determined by the model in accordance with the
corrections described in CoRTN (1988) based on the road gradient and percentage of heavy
vehicles in the fleet being considered.

5.5 NOISE PREDICTIONS
§.5.1. Introduction

Noise predictions were undertaken for 2018 as required by the Queensland Department of Main
Roads. The following sections discuss in detail the results of the noise modelling and the predicted
compliance.

5.5.2 Model Validation

Comparison of the monitoring results with the predicted receptor noise levels for existing traffic
levels indicates that the modelling is over-predicting by up to 1.8 dB(A), as shown in Table 5.2
below. This prediction is within the 2 dB(A) variation specified in the DMR’s Road Traffic Noise
Management: Code of Practice. Hence the noise model has been considered valid for the
purposes of this acoustic assessment.

 

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TABLE 5.2: VALIDATION OF CALCULATIONS

 

Receptor 2007 Predicted 2007 Measured Accuracy

 

Monitoring 66.3 64.5 +18

 

 

 

 

 

 

5.5.3 Predicted Noise Levels

Tabies 5.3a and 5.3b present a summary of predicted noise levels for 2008 predicted traffic levels.
Tables 5.4a and 5.4b present a summary of predicted noise levels for 2018 predicted traffic levels.

The road traffic noise modelling takes into account the recommended acoustic barrier as discussed
in Section 4.4.1 and shown on Figure 8.

TABLE 5.3a: 2008 PREDICTED FACADE NOISE LEVELS (FREE-FIELD) FOR ILU BUILDINGS
WITH AN ACOUSTIC BARRIER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No.’ 2008 Worst-Case Predicted Lato,s-nouwr Noise Level dB(A)?
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
1 54 58 56 54 58
; 2 53 57 54 53 56
3 56 56 51 51 55
4 59 61 55 55 58
5 51 58 53 52 55
6 56 55 53 52 55
7 54 55 52 53 54
8 56 61 55 55 59
9 55 59 54 53 57
10 54 58 51 50 56
11 55 53 52 50 55
12 52 54 52 50 54
13 53 53 49 48 54
14 54 53 §2 55 53
15 54 55 52 53 55
16 57 54 55 57 56
17 55 54 52 55 57
18 55 55 54 56 57
19 55 54 51 56 58

 

 

 

 

 

 

 

 

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ILU No.' 2008 Worst-Case Predicted Lato,ts-nous Noise Level dB(A)?
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
20 53 54 51 56 57
21 54 53 53 56 57
22 54 54 51 54 56
23 53 55 54 56 56
24 54 51 53 56 56
25 54 54 49 50 47
26 54 54 53 52 49
27 54 54 54 53 50
28 54 54 52 53 49
29 55 55 53 50 49
30 56 56 54 54 49
31 54 56 54 54 50
32 54 55 54 54 49
33 55 55 52 53 49
34 51 48 47 53 53
35 50 51 48 53 53
36 52 49 51 53 54
37 53 49 52 54 54
38 53 53 48 53 54
39 52 51 54 54 54
40 52 51 47 53 54
41 50 51 47 52 53
42 51 52 48 52 53
43 51 51 50 50 47
44 51 52 $1 51 46
45 §2 52 51 51 47
46 53 52 §2 51 47
47 51 53 51 51 47
48 52 52 49 50 48
49 50 52 50 50 47
50 52 52 50 50 46
51 49 52 49 49 47
52 52 52 50 50 47

 

 

 

 

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ILU No. 2008 Worst-Case Predicted Lato1s-nour Noise Level dB(A)?
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
53 48 51 49 49 45
54 49 51 50 49 47
55 56 55 54 56 57
56 §2 54 51 54 55
57 54 52 50 55 55
58 52 49 48 50 53
59 52 51 49 47 51
60 51 53 51 49 51
61 53 53 49 49 52
62 §3 54 50 49 53
63 53 55 54 52 54
64 57 55 54 57 55
65 56 57 53 55 56
66 51 55 51 51 53
67 53 54 53 54 54
68 49 53 48 50 52
69 49 50 48 50 52
70 49 51 51 52 52
71 51 51 50 48 51
72 51 50 48 46 51
73 53 52 49 47 51
74 52 54 49 48 §2
75 54 55 54 $1 53
76 57 55 53 56 54
77 57 55 54 57 55
78 54 52 51 53 54
79 53 52 52 54 54
80 48 52 48 48 51
81 48 49 48 48 50
82 51 51 51 51 52
83 47 53 50 49 49
84 54 54 54 54 55
85 49 49 49 49 “§2

 

 

 

 

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SS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No.’ 2008 Worst-Case Predicted Lato.senow Noise Level dB(A)’
Bed1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
86 55 55 54 53 55
87 55 57 53 53 55
88 55 51 51 56 57
89 54 54 52 54 56
90 53 55 52 51 54
91 52 55 51 51 54
92 49 52 51 51 54
93 62 63 57 58 54
94 63 62 58 57 52
95 60 62 56 58 55
96 63 63 59 58 53
97 62 61 59 68 54
98 62 63 56 58 55
99 63 62 57 57 53
100 60 61 58 68 55
101 60 68 55 58 55
402 57 59 57 56 54
103 61 62 58 59 55
104 62 61 59 59 55
105 63 63 63 68 55
106 59 63 57 57 54
107 63 61 58 57 54
108 63 61 57 57 53
109 63 63 54 56 53
110 61 63 68 60 54
111 60 63 58 58 54
112 62 62 56 57 53
113 61 63 58 69 56
114 58 62 56 57 54
115 60 63 55 57 55
116 62 61 59 58 54
117 56 60 §2 55 55
118 58 58 57 56 54

 

 

 

 

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ILU No." 2008 Worst-Case Predicted Lato,1s-n0ur Noise Level dB(A)?
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
119 60 59 55 58 53
120 58 59 51 54 52
121 58 56 54 56 51
122 57 56 54 56 51
123 55 55 49 50 49
124 55 55 49 50 49
125 54 53 52 53 49
126 53 53 47 48 47

 

 

 

TILU Building numbers are identified on Figure 7
? Bold represents exceedance in the noise criteria

TABLE 5&.3b: 2008 PREDICTED FACADE NOISE LEVELS (FREE-FIELD) FOR ALL OTHER
BUILDINGS WITH AN ACOUSTIC BARRIER

 

 

 

 

 

 

 

 

 

 

Receptor 2008 Worst-Case Predicted Lato,1s.nour Noise Level! dB(A)
Ground Floor First Floor

Aged Care Facility (SW Wing) 54 56
Aged Care Facility (NW Wing) 52 55
Aged Care Facility (NE Wing) 45 50
Aged Care Facility (SE Wing) 52 53
20 Unit Apartment 48 50
Community Village Building §2 -

 

 

' Receptor positions are identified on Figure 7

? Bold represents exceedance in the noise criteria

TABLE 5.4a: 2018 PREDICTED FACADE NOISE LEVELS (FREE-FIELD) FOR ILU BUILDINGS

 

 

 

 

 

 

WITH AN ACOUSTIC BARRIER
1 2018 Worst-Case Predicted Laiossnou. Noise Level dB(A)?
ILU No. Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) {Living/Dining/Kitchen) (Living)
1 56 60 58 56 60
2 55 59 57 55 58
3 58 58 53 54 57
4 61 63 58 57 60

 

 

 

 

 

 

 

 

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ILU No.’ 2018 Worst-Case Predicted Latorenour Noise Level dB(A)*
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
5 53 61 56 55 57
6 58 68 56 54 57
7 56 §7 54 55 57
8 58 64 57 57 62
9 58 61 56 56 60
10 57 60 53 53 58
11 58 56 54 52 57
12 55 57 54 52 56
13 55 55 51 51 56
14 87 55 54 57 55
15 57 57 54 55 . 57
16 59 56 57 69 68
17 58 57 54 57 59
18 57 57 56 69 60
19 58 56 54 58 60
20 56 57 53 68 59
21 57 56 56 68 59
22 56 56 53 57 69
23 56 57 57 68 58
24 57 54 56 68 58
25 56 56 52 52 50
26 56 56 55 54 51
27 56 56 56 55 53
28 57 56 54 55 51
29 68 57 55 53 51
30 68 58 56 56 52
31 57 58 56 56 52
32 56 57 56 56 52
33 57 57 55 56 51
34 54 51 50 55 55
35 §2 53 50 55 56
36 54 51 54 55 56
37 55 52 54 56 56

 

 

 

 

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=
=
=
—

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No." 2018 Worst-Case Predicted Lato,1s-nour Noise Level dB(A)?
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
38 55 55 50 55 56
39 54 53 56 57 56
40 54 53 50 55 56
41 53 54 50 54 56
42 54 54 51 54 55
43 53 54 §3 §2 49
44 54 54 53 53 48
45 54 54 54 54 49
46 55 54 54 54 50
47 54 56 53 53 50
48 54 54 52 53 50
49 52 54 53 53 49
50 54 54 52 52 48
§1 52 54 52 52 49
§2 54 54 52 52 49
53 50 54 51 §1 48
54 51 53 52 51 49
55 58 57 56 69 69
56 54 57 53 56 68
57 56 55 53 57 57
58 54 51 50 52 56
59 55 53 52 49 53
60 53 55 54 52 54
61 55 55 51 $1 54
62 56 56 52 52 55
63 56 57 56 55 56
64 59 87 56 59 57
65 §8 59 56 57 58
66 53 68 53 53 56
67 55 56 56 56 56
68 51 55 51 53 55
69 51 52 51 52 54
70 51 53 54 54 54

 

 

 

 

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ILU No.’ 2018 Worst-Case Predicted Lato1s-rou. Noise Level dB(A)?
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
71 53 53 53 50 53
72 53 53 50 48 53
73 55 54 51 49 54
74 55 56 §1 51 54
75 56 57 56 54 55
76 59 57 56 59 56
77 59 57 56 $9 58
78 56 54 54 55 56
79 55 55 54 56 56
80 51 54 50 50 53
81 50 62 50 50 52
82 53 54 54 54 54
83 50 55 §2 51 51
B4 56 56 56 56 57
85 51 51 51 51 55
86 57 57 56 56 57
87 57 59 55 55 57
88 57 54 53 58 59
89 56 57 55 56 58
90 55 57 54 53 56
91 54 57 54 53 56
92 51 54 53 53 56
93 64 65 59 61 56
94 65 64 60 60 54
95 63 64 58 60 §7
96 66 65 61 62 55
97 64 64 61 61 56
98 64 65 59 61 57
99 65 65 59 60 55
100 63 64 60 60 57
101 62 60 58 60 57
102 59 61 69 58 56
103 64 64 60 61 57

 

 

 

 

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Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) ==

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No.! 2018 Worst-Case Predicted Lato1a-ncur Noise Level dB(A)’
Bed 1 Bed 2 Terrace (Sliding Side Facade Front Facade
Facade Facade Door) (Living/Dining/Kitchen) (Living)
104 65 63 61 61 57
105 65 64 60 61 57
106 61 65 59 59 57
107 65 63 60 60 56
108 66 63 60 59 §5
109 65 66 56 59 55
110 63 65 60 62 56
111 62 65 60 60 57
112 65 65 59 59 56
113 63 65 60 62 58
114 60 64 69 69 57
115 62 65 58 59 57
116 64 63 61 61 57
117 58 62 54 57 57
118 60 60 53 58 56
119 62 61 58 61 56
120 61 61 54 56 54
121 60 59 56 58 53
422 59 58 56 58 54
123 57 58 51 52 §2
124 57 57 51 52 51
125 §7 56 54 55 51
126 55 56 49 50 49

 

 

 

TILU Building numbers are identified on Figure 7
? Bold represents exceedance in the noise criteria

TABLE 5.4b: 2018 PREDICTED FACADE NOISE LEVELS (FREE-FIELD) FOR ALL OTHER
BUILDINGS WITH AN ACOUSTIC BARRIER

 

 

 

 

 

 

 

2018 Worst-Case Predicted Lato,1enour Noise Level dB(A)
Receptor
Ground Floor First Floor
Aged Care Facility (SW Wing) 56 68
Aged Care Facility (NW Wing) 55 57
Aged Care Facility (NE Wing) 47 52

 

 

 

 

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RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) ———

 

 

 

 

 

 

 

 

 

Receptor 2018 Worst-Case Predicted Laro,1s-nour Noise Level dB(A)
Ground Floor First Floor
Aged Care Facility (SE Wing) 55 55
20 Unit Apartment 51 52
Community Village Building 54 -

 

 

' Receptor positions are identified on Figure 7
? Bold represents exceedance in the noise criteria

According to the results presented in Tables 5.3 to 5.4, a significant portion of the site is predicted
to exceed the DMR criterion. An exceedance of up to 6 dB(A) and 9 dB(A) is predicted for 2008 and
2018 traffic levels respectively.

For the Aged Care Facility, compliance is predicted at all rooms, except for those located on the
first floor in the South Western Wing. The DMR criterion is predicted to be exceeded by up to
1 dB(A). Compliance is predicted for the 20 Unit Apartment and Community Village Centre located
to the rear of the development.

5.6 MITIGATION OPTIONS
5.6.1 Construction Material Requirements

Construction material requirements for reducing road and rail noise to within the relevant internal
criteria has been determined in accordance with AS 3671 Road Traffic Noise Intrusion — Building
Siting and Construction. AS 3671 specifically addresses road noise however, the methodology
outlined is also appropriate for determining construction material requirements associated with rail
noise.

The following information is required for determining construction material requirements according
to AS 3671:

= recommended internal noise criteria;
= noise reduction (NR) required for achieving the internal noise criteria; and
= building/room dimensions.

The Noosa Shire Council has specified the following internal noise criteria:

= internal Lamax for rail noise - 50 dB(A) and 55 dB(A) for sleeping and living areas respectively;
and

= internal Lacgtnou for road traffic noise - 35 dB(A) and 40 dB(A) for sleeping and living areas
respectively.

Based on the noise monitoring data, a plus 0.2 dB(A) correction has been applied to predicted
Lato,1ehour Noise levels to approximate to Laeq,-nour- As the external traffic noise predictions generated
estimated free-field noise levels a correction to these levels must first be made to predict facade
noise levels. Typically a +2.5 dB(A) correction is applied to free-field noise levels to approximate to
facade levels.

 

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=>
RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) —=

 

It should be noted that the Department of Main Roads references recommended internal noise
levels specified in AS 2107 Acoustics — Recommended Design Sound Levels and Reverberation
Times. For houses and apartments near major roads, a 30 to 40 dB(A) and 35 to 45 dB(A) internal
Leg Noise criteria is required for sleeping and living areas, respectively.

Tables 5.5 to 5.6 below specifies the noise reduction requirements for achieving the relevant
internal noise criteria. Noise reduction requirements are typically different for rail and road noise
given the difference in noise parameters and internal noise criteria used in the the assessment of
potential impacts. Tables 5.5 and 5.6 present worst-case noise reduction requirements only, after
comparison of the road and rail noise predictions.

TABLE 5.5: ILU NOISE REDUCTION REQUIREMENTS FOR ACHIEVING INTERNAL NOISE
CRITERIA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{LU No.! Required Noise Reductions for Achieving Internal Noise Levels
o Bed 1 Bed 2 Terrace Side Facade Front Facade
Facades | Facades | (Sliding Door) | (Living/Dining/Kitchen) (Living)
1 24 33 22 20 27
2 23 33 21 18 25
3 32 30 16 16 25
4 32 35 21 19 28
5 21 32 20 17 26
6 30 30 19 17 26
7 29 29 18 20 25
8 24 35 21 22 27
9 26 33 20 20 26
10 29 33 16 17 25
11 30 28 18 18 24
12 24 30 18 17 24
13 28 28 15 17 24
14 30 27 21 25 24
15 29 29 19 21 25
16 32 29 24 27 26
17 29 29 17 25 28
18 28 28 20 25 28
19 29 28 16 26 28
20 26 28 16 25 27
21 27 25 18 24 27
22 26 28 15 22 26
23 26 28 21 26 26

 

 

 

 

 

 

 

 

 

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——_
=
—

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No.’ Required Noise Reductions for Achieving Internal Noise Levels
9 Bed 1 Bed 2 Terrace Side Facade Front Facade
Facades | Facades | (Sliding Door) | (Living/Dining/Kitchen) (Living)

| 24 29 24 20 25 25
25 28 28 16 18 15
26 28 28 21 18 13
27 26 28 22 21 14
28 28 27 19 21 13
29 31 30 23 20 14
30 31 31 23 23 15
31 29 31 23 23 15
32 28 31 23 23 15
33 30 30 21 23 15
34 27 23 16 24 24
35 25 26 16 23 24
36 27 23 21 24 24
37 28 24 22 24 24
38 27 28 14 24 24
39 26 23 25 25 25
40 26 25 13 22 25
41 24 27 13 22 24
42 26 26 13 22 23
43 26 27 20 20 13
44 27 27 20 20 13
45 27 27 21 21 12
46 28 27 21 20 17
47 26 29 20 20 13
48 27 27 17 19 14
49 25 27 19 20 12
50 28 27 18 19 11
51 24 27 17 19 11
52 28 27 18 18 14
53 20 27 16 16 9
54 22 26 17 17 11
55 31 29 20 26 26

 

 

 

 

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RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) ——S

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No.! Required Noise Reductions for Achieving Internal Noise Levels
. Bed 1 Bed 2 Terrace Side Facade Front Facade
Facades | Facades | (Sliding Door) | (Living/Dining/Kitchen) (Living)
56 25 29 16 22 25
57 28 25 15 25 25
58 25 23 12 20 23
59 27 24 16 13 19
60 20 28 18 17 17
61 27 28 12 18 18
62 28 28 14 17 21
63 25 30 21 20 19
64 31 30 23 25 22
65 28 30 17 20 25
66 19 30 14 16 21
67 23 26 21 23 23
68 18 26 12 17 21
69 18 23 11 17 20
70 19 22 18 21 22
71 25 24 16 14 19
72 24 22 12 12 20
73 27 26 13 15 20
74 26 28 12 16 20
75 28 29 21 17 20
76 30 29 20 25 22
77 31 28 19 26 25
78 27 24 15 19 24
79 25 25 19 23 23
80 18 26 12 15 18
81 16 23 11 14 16
82 27 27 21 21 22
83 17 28 16 18 14
84 29 29 24 24 25
85 23 23 18 18 19
86 30 29 21 21 23
87 30 31 18 19 23

 

 

 

 

 

 

 

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RSL Care =
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) ==

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ILU No." Required Noise Reductions for Achieving Internal Noise Levels
No. Bed 1 Bed 2 Terrace Side Facade Front Facade
Facades | Facades | (Sliding Door) | (Living/Dining/Kitchen) (Living)
88 30 23 15 25 25
89 23 28 16 20 25
90 25 29 17 19 24
91 25 28 17 21 24
92 23 24 18 21 24
93 33 35 25 26 18
94 35 35 26 26 17
95 31 34 23 25 19
96 35 34 26 27 20
97 35 34 26 26 18
98 34 34 25 24 18
99 35 35 25 25 18
100 35 35 26 26 19
101 35 33 25 27 23
102 29 33 25 23 20
103 35 35 22 27 20
104 35 34 27 27 17
105 35 35 30 26 19
106 30 35 22 23 17
107 34 33 25 23 16
108 34 33 25 23 15
109 34 34 23 25 16
110 31 34 21 26 17
411 31 34 24 25 18
112 34 34 23 24 17
113 30 34 23 25 19
114 28 33 23 22 19
116 29 33 23 22 20
116 33 32 25 23 22
117 24 31 19 19 22
118 29 29 23 23 22
119 30 29 22 23 17

 

 

 

 

 

 

 

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=
RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) ——

 

 

 

 

 

 

 

 

 

 

 

ILU No.’ Required Noise Reductions for Achieving Internal Noise Levels
o Bed 1 Bed 2 Terrace Side Facade Front Facade
Facades | Facades | (Sliding Door) | (Living/Dining/Kitchen) (Living)
120 29 29 16 20 16
121 29 28 20 22 16
122 29 28 22 22 18
123 28 29 15 18 14
124 28 28 15 18 14
125 28 27 20 21 14
126 27 27 13 18 12

 

 

 

 

 

 

 

TILU Building numbers are identified on Figure 7

TABLE 5.6: CONSTRUCTION CATEGORY REQUIREMENTS FOR ALL OTHER BUILDINGS

 

 

 

 

 

 

 

 

 

 

Noise Reduction Requirements for Construction Materials
Receptor
Ground Floor First Floor

ACF-SW 29 30

ACF-NW 26 29

ACF-NE 16 24

ACF-SE 28 30
Apartment 25 27

Village 23 -

 

 

 

1 Receptor positions are identified on Figure 7

6.6.2 Construction Category Requirements
AS 3671 classifies a Noise Reduction of > 10 dB up to 25 dB as a Category 2 construction:

‘Category 2. Standard construction except for lightweight elements such as fibrous cement
or metal cladding or all-glass facades. Windows, doors and other openings must be closed.
TNR of approximately 25 dB(A) is expected.’

AS 3671 classifies a Noise Reduction of > 25 dB up to 35 dB as a Category 3 construction:

‘Category 3. Special construction, chosen in accordance with Clause 3.4. Windows, doors
and other openings must be closed. TNR of approximately 25 and 35 dB(A) is expected.’

Based on the required noise reductions presented in Tables 5.5 and 5.6, all proposed buildings
require either Construction Category 2 or 3 specifications. Air conditioning units should be provided
for all rooms requiring category 2 or 3 construction to allow adequate ventilation for occupants while
maintaining acoustic performance.

 

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Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

Given the required construction category, AS 3671 provides typical STC information for standard
construction types. STC (Sound Transmission Class) is a commonly referenced descriptor of the
effectiveness of a material to reduce the noise energy transmitted through that material. The Noise
Reduction must be adjusted to give the STC, according to the following equation (as outlined in AS
3671):

« Required STC for construction material = TNR + 10 x logrol[(S/S1) x 3/h x 2.Tso x C] + 6

=» where:
TNR = Traffic Noise Reduction
S. = area of component (m?)
$= area of ceiling/floor (m?)
h = height of ceiling (m)
Teo = reverberation time of room (s)
C = number of components

The required STC has been calculated based on the required noise reductions presented in Tables
5.5 and 5.6 and unit layouts provided by the client. Tables 5.7 and 5.8 presents the required STCs
for various building components for the proposed development site.

TABLE 5.7: REQUIRD CONSTRUCTION COMPONENT STC FOR ILU UNITS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Unit STC Requirements for Construction Materials
1
1 1 30 36 30 25 31 29 45 45
2 1 28 36 29 24 29 27 45 45
3 3 38 37 21 25 34 26 46 46
4 3 39 39 26 29 37 30 50 50
5 1 26 35 28 23 29 27 45 45
6 2 33 35 28 23 31 28 42 42
7 3 35 36 22 28 33 26 44 44
8 1 31 38 29 28 30 28 48 48
9 1 31 36 27 26 30 28 45 45
10 3 35 39 21 26 34 27 47 47
41 2 33 34 27 25 30 27 43 43
12 1 29 33 26 23 27 25 43 43
13 3 35 35 20 25 32 25 43 43
14 4 35 35 24 31 29 24 43 43
15 3 36 36 24 30 34 26 44 44
16 4 38 36 27 33 32 26 45 45
17 1 35 32 25 31 31 29 41 41
18 4 34 35 23 31 34 27 41 41

 

 

 

 

 

 

 

 

 

 

 

 

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Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

=

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Unit STC Requirements for Construction Materials

1 in

ILU No. Type wot! 1 wit 2 (ig iiehen ae Nee os “Phot Extom 21} Root
19 1 35 31 24 31 31 29 42 42
20 2 29 34 24 31 32 29 40 40
21 4 33 32 21 30 32 25 40 40
22 4 32 31 24 28 30 28 40 40
23 2 29 34 23 32 31 28 41 41
24 4 35 31 23 31 31 24 42 42
25 3 35 34 21 27 24 20 43 43
26 4 33 35 24 24 20 17 41 41
27 1 32 31 29 26 19 22 40 40
28 3 35 33 24 30 23 23 43 43
29 4 36 34 26 25 20 18 44 44
30 3 38 37 28 32 24 25 46 46
31 1 34 34 31 29 19 25 43 43
32 1 34 34 31 29 19 25 43 43
33 3 37 37 26 32 24 25 45 45
34 1 32 26 24 30 28 26 39 39
35 2 28 32 24 29 29 26 38 38
36 3 33 30 26 32 33 26 41 41
37 3 35 31 27 32 33 26 43 43
38 1 33 31 22 29 28 26 40 40
39 4 32 31 28 31 30 24 39 39
40 1 31 28 21 28 28 26 38 38
41 2 27 33 21 28 30 27 39 39
42 1 32 29 21 28 27 25 39 39
43 1 32 30 28 26 16 22 39 39
44 2 30 33 29 27 18 23 39 39
45 1 33 30 29 27 16 23 40 40
46 4 34 35 24 26 22 19 41 41
47 4 31 32 28 26 17 22 41 41
48 3 34 33 22 28 23 21 42 42
49 1 31 30 27 25 15 21 39 | 39
50 2 31 33 26 26 16 22 40 40
51 1 29 30 25 24 15 20 40 40

 

 

 

 

 

 

 

 

 

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=

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Unit STC Requirements for Construction Materials

1 n

DUNO"! Type | Bed |Ba2y| (Slane | Kichon is | Yerom | Pwot | PMT! Root
52 2 30 33 27 25 17 21 40 40
53 1 26 30 24 22 14 18 39 39
54 1 27 29 25 23 16 19 39 39
55 4 37 36 23 32 32 25 44 44
56 1 30 32 24 28 28 26 a1 41
57 4 33 33 18 34 30 24 a1 41
58 2 28 28 21 26 29 26 37 37
59 2 30 30 24 19 24 21 39 39
60 1 26 31 26 23 20 18 40 40
61 3 34 34 18 26 26 19 43 43
62 3 34 35 19 26 29 22 43 43
63 1 31 33 29 26 23 22 42 42
64 4 36 37 26 30 28 24 43 43
65 3 35 36 23 29 33 26 45 45
66 1 26 33 24 22 25 23 42 42
67 4 29 33 24 28 29 22 39 39
68 1 24 29 24 23 24 22 39 39
69 1 24 26 21 23 24 22 36 36
70 4 24 29 24 27 27 20 35 35
71 1 30 27 24 20 23 21 37 37
72 2 27 28 21 18 25 22 36 36
73 2 30 31 22 21 25 22 39 39
74 3 33 34 18 24 29 22 43 43
75 1 34 32 29 23 23 21 42 42
76 4 35 37 23 31 28 24 43 43
77 4 37 35 22 32 30 25 44 | 44
78 2 30 30 25 25 29 26 39 39
79 4 31 32 22 29 29 22 38 38
80 1 24 29 20 20 22 20 38 38
81 1 23 26 20 19 20 18 36 36
82 4 32 35 24 27 28 24 40 40
83 1 23 31 23 24 18 20 41 4
84 4 35 37 27 30 30 23 42 42

 

 

 

 

 

 

 

 

 

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=

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Unit STC Requirements for Construction Materials

1 n

BONO!) Type | gftldy | etc | (Slane | Micnen (sae | front” | “prot | Aer) Root
85 1 28 26 26 24 22 20 35 35
86 2 33 35 29 27 28 25 42 42
87 3 36 38 23 28 31 24 46 46
88 4 35 31 19 31 31 24 43 43
89 3 31 34 22 28 33 26 43 43
90 4 31 32 25 25 28 26 42 42
91 1 30 31 25 26 28 26 41 41
92 1 28 27 25 27 28 26 36 36
93 4 39 38 33 32 23 28 48 48
94 4 41 42 29 31 22 24 48 48
95 1 36 37 31 30 23 26 46 46
96 2 38 40 35 34 25 30 47 47
97 4 40 41 29 31 24 24 48 48
98 1 40 37 33 30 24 26 47 47
99 2 38 40 33 31 23 27 47 47
100 1 40 38 34 31 24 27 47 47
101 4 40 40 28 33 29 26 48 48
102 4 34 36 33 29 24 25 46 46
103 2 38 41 35 34 26 30 48 48
104 4 41 42 30 33 25 26 48 48
105 4 41 42 29 32 26 25 48 48
106 1 35 38 31 29 23 25 47 47
107 4 40 41 29 29 25 22 47 47
108 4 40 41 28 29 24 22 47 47
109 3 41 41 27 34 26 27 49 49
110 1 37 37 31 32 23 28 46 46
111 1 36 37 32 31 23 27 46 46
112 2 37 39 32 31 24 27 46 46
113 1 37 37 31 31 24 27 46 46
114 4 33 36 30 28 23 24 45 45
115 1 35 36 31 28 24 24 45 45
116 4 38 40 28 29 28 22 45 45
417 1 31 34 27 25 26 24 43 43

 

 

 

 

 

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=
RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

 

 

 

 

 

 

 

 

 

 

 

 

Unit STC Requirements for Construction Materials

1 In

BONO) Type ity | tdci | aes | Kician(Giae | ont | “Phat | yy | Roo
118 4 35 37 26 29 28 22 42 42
119 4 35 37 25 29 24 22 43 43
120 3 35 35 21 29 25 22 44 44
121 4 34 35 23 27 22 20 42 42
122 4 36 37 26 30 24 23 43 43
123 3 36 36 19 27 23 20 45 45
124 3 35 36 20 27 23 20 44 44
125 4 34 35 23 27 20 20 41 41
126 3 34 34 18 26 21 19 42 42

 

 

 

 

 

 

 

 

 

 

 

TILU building numbers are identified on Figure 7
? Glazing refers to either glass windows or sliding doors as identified on unit layouts on Figures 3 to 6

TABLE 5.8: REQUIRD CONSTRUCTION COMPONENT STC FOR ALL OTHER BUILDINGS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STC Requirements for Construction Materials
Receptor’
Windows External Walls Roof
Ground Floor
ACF-SW 28 40 -
ACF-NW 25 37 -
ACF-NE 16 27 -
ACF-SE 28 39 -
Apartment 26 37 -
Village 30 27 33
First Floor
ACF-SW 31 42 41
ACF-NW 30 41 40
ACF-NE 25 35 35
ACF-SE 31 42 4
Apartment 29 40 38

 

 

 

 

 

' Receptor positions are identified on Figure 7

6.6.3 Alternative Design ILU Layouts for Reducing Construction Requirements

Based on the proposed plans and unit layouts, a number of facades require STC values greater
than 37. It is generally difficult to achieve the required sound reduction when windows or glass
facades require STCs of greater than 37. The provision of alternative unit layouts is a possible

 

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solution for reducing construction material requirements. After review of the predicted modelling
results, consideration has been given to the following:

= replace ILU Buildings 3, 4, 30 with Type 1 ILU layouts;

» construction of ILU Buildings 93 to 118 with alternative layouts in which living areas face the
Cooroy Connection Road and bedroom areas are located to the rear (see Figure 9 for potential
single unit tayout); and

= construction of an acoustic barrier extending at least 1 metre from the Bedroom 2 wall (for the
alternative unit). The barrier should be 1.8 metres above finished floor levels and be located
adjacent to the Bedroom 2 window (see Figure 9).

A potential unit layout appropriate for replacing Type 1, 2 and 3 ILU unit buildings located adjacent
to the Cooroy Connection Road is presented on Figure 9. Table 5.9 and 5.10 presents predicted
STC requirements based on the above design alterations.

TABLE 5.9: STC REQUIREMENTS FOR ILU BUILDINGS 1 TO 92 AND 118 TO 126

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STC Requirements for Construction Materiais
Terrace | Livi nin Living Area | Entrance
Ne) Type: |hkcwy) adda | Sia | Kitchen Gio | Yeront | “Phot | PRS! | Root
1 1 30 36 30 25 31 29 45 45
2 1 28 36 29 24 29 27 45 45
3 1 33 35 29 25 27 25 45 45
4 1 28 35 29 24 30 28 47 47
5 1 26 34 26 23 29 27 44 44
6 2 33 35 27 24 31 28 42 42
7 3 35 35 22 28 34 26 44 44
8 1 31 36 29 28 30 28 46 46
9 1 31 36 27 25 30 28 45 45
10 3 35 36 21 25 34 27 45 45
11 2 33 34 26 23 30 27 42 42
12 1 29 33 26 22 27 25 42 42
13 3 35 34 19 25 32 25 43 43
14 4 35 35 23 31 29 24 43 43
15 3 36 36 23 29 33 26 44 44
16 4 34 36 26 33 31 26 42 42
17 1 34 31 25 30 31 29 41 41
18 4 34 35 23 31 33 26 41 41
19 1 35 31 24 31 31 29 42 42
20 2 29 34 24 31 32 29 40 40

 

 

 

 

 

 

 

 

 

 

 

 

 

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=

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STC Requirements for Construction Materials
Terrace | Living/Dinin: Living Area | Entrance
ee) Type (qnttow| tac | tins | Kitchen (id | Eran | “vee | Pars! | Root
21 4 33 31 21 30 32 25 40 40
22 1 31 30 24 28 30 28 39 39
23 2 29 34 29 32 31 28 40 40
24 4 34 30 22 31 31 24 42 42
25 3 34 34 20 27 23 20 43 43
26 4 33 35 24 23 19 7 40 40
27 1 31 30 29 26 19 22 39 39
28 3 34 33 24 29 22 22 43 43
29 4 36 34 26 25 20 18 43 43
30 1 35 33 30 28 19 24 43 43
31 1 34 33 30 29 18 25 43 43
32 1 33 34 30 28 18 24 43 43
33 3 36 37 26 32 25 25 45 45
34 1 32 26 23 30 28 26 39 39
35 2 28 31 24 29 30 27 38 38
36 3 33 30 25 32 33 26 41 41
37 3 35 31 27 33 33 26 43 43
38 1 33 31 22 29 28 26 40 40
39 4 32 30 28 31 30 24 39 39
40 1 31 28 20 28 28 26 38 38
41 2 26 33 20 28 29 26 39 39
42 1 32 28 21 28 27 25 39 39
43 1 31 30 27 26 16 22 39 39
44 2 29 33 28 27 18 23 39 39
45 1 33 30 28 27 16 23 40 40
46 4 34 35 24 26 22 19 41 41
47 1 31 32 27 25 16 21 41 41
48 3 33 33 21 28 22 21 41 41
49 1 30 30 26 25 15 21 39 39
50 2 31 33 26 25 16 21 40 40
51 1 29 30 24 24 15 20 40 40
52 2 30 33 26 24 17 20 40 40
53 1 26 30 23 22 14 17 39 39

 

 

 

 

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STC Requirements for Construction Materials
Terrace | Livi inin: Living Area | Entrance
eee Type |vitdcn| Stan | (tine | Kitchen Gio | "ert | Phat | GTS | Root
54 4 27 29 25 23 16 19 39 39
55 4 33 35 22 32 32 25 41 41
56 1 30 32 23 27 28 26 41 41
57 4 33 32 18 31 30 24 40 40
58 2 28 28 21 25 28 25 37 37
59 2 29 28 23 18 24 21 38 38
60 1 26 30 25 22 20 18 40 40
61 3 33 34 18 26 26 19 42 42
62 3 34 35 19 26 29 22 43 43
63 1 30 32 28 25 23 21 42 42
64 4 36 37 25 30 28 24 45 45
65 3 35 35 23 28 33 26 44 44
66 1 26 31 23 23 25 23 41 41
67 4 29 33 23 28 29 22 39 39
68 1 24 29 21 22 24 22 39 39
69 1 24 26 21 22 23 - 21 36 36
70 4 24 29 21 26 27 20 35 35
71 1 30 26 24 19 23 21 37 37
72 2 26 28 21 18 26 23 36 36
73 2 30 31 22 21 25 22 39 39
74 3 33 | 36 18 24 29 22 43 43
75 1 34 32 28 22 22 20 41 41
76 4 36 37 24 31 27 24 43 43
77 4 37 35 23 32 30 25 44 44
78 2 30 30 25 25 29 26 39 39
79 4 31 32 22 29 29 22 38 38
80 1 24 29 20 20 22 20 38 38
81 1 23 26 20 19 19 17 36 36
82 4 32 35 24 26 27 21 40 40
83 1 23 31 23 24 18 20 41 41
84 4 35 37 27 30 30 23 42 42
85 1 28 26 26 24 22 20 35 35
86 2 33 35 29 27 28 25 42 42

 

 

 

 

 

 

 

 

 

 

 

 

 

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STC Requirements for Construction Materials
Terrace | Living/Dinin: Living Area | Entrance

eee) Type | abtem| cake | tina | Kitchen Sie | tron | “pwot” | Eyer! | Roo
87 3 36 37 23 28 31 24 45 45
88 4 35 30 19 31 31 24 42 42
89 3 31 34 22 28 33 26 43 43
90 1 30 32 25 24 28 26 41 41
91 1 30 31 25 26 28 26 41 41
92 1 28 26 25 27 28 26 36 36
118 4 35 37 26 28 26 21 42 42
119 4 35 37 24 29 24 22 43 43
120 3 35 35 21 29 25 22 44 44
121 4 34 35 23 27 22 20 42 42
122 4 36 37 26 30 24 23 43 43
123 3 36 36 19 27 23 20 45 45
124 3 35 35 19 27 23 20 44 44
125 4 34 35 23 27 20 20 41 41
126 3 34 34 17 26 21 19. 43 43

TILU building numbers are identified on Figure 7

 

? Glazing refers to either glass windows or sliding doors as identified on unit layouts on Figures 3 to 6

TABLE 5.10: POTENTIAL CONSTRUCTION MATERIALS FOR BUILDINGS 93, 95, 96, 98 TO
100, 102, 103, 106, 109 TO 115 AND 117 WITH ALTERNATIVE SINGLE UNIT LAYOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STC Requirements for Construction Materials

. Bed 1 Living/Stu Kitchen

KU No winaow) ewindow) (window) co windows) Ree (Stiding
93 29 31 34 32 35 34 28
95 29 32 35 30 34 34 23
96 28 32 36 30 34 34 22
98 28 30 34 32 34 34 26
99 27 29 34 32 34 34 27
100 29 28 33 31 34 34 26
102 31 28 31 26 32 32 29
103 30 32 37 31 35 34 22
106 27 29 32 28 34 34 23
109 29 32 35 30 33 33 25

 

 

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STC Requirements for Construction Materials

1 Bed 1 Living/Stu Kitchen

ILU No. rem, Bed 4 (sie wont 2 vst. " weit Rear (Biking iting
110 29 31 34 29 33 33 25
111 30 31 34 29 33 33 24
112 28 30 32 29 33 33 24
113 28 31 32 29 33 33 24
114 30 27 29 25 32 32 27
115 29 27 29 26 32 32 27
417 32 26 27 23 30 29 27

 

 

 

 

 

 

 

 

 

 

TILU building numbers are identified on Figure 7

As identified on Tables 5.9 and 5.10, STC requirements for glass windows can be reduced to 37 or
below provided that alternative ILU layouts are provided.

Currently, no alternative layouts have been made available to replace the Type 4 double units
(Buildings 94, 97, 101, 104, 105, 107, 108, 116 and 118) located near the Cooroy Connection
Road. If double units are provided by combining two mirrored atternative single units, window STC
values of 37 are likely be achieved for these buildings. However, if alternative designs to those
presented in Figure 9 are proposed, an acoustic assessment of these units would be required to
determine the required construction materials.

Table 5.11 presents potential construction materials suitable for achieving the predicted STC
requirements.

TABLE 5.11: POTENTIAL CONSTRUCTION MATERIALS

 

 

 

 

 

 

 

 

stc
Component Range Examples of Construction
Sheet metal roof with 50 mm Bradford Anticon insulation over
50 battens, ceiling lined with 2 x 10 mm Gyprock Soundchek
plasterboard and filled with 130 Comfortseal R3.0W insulation
Ceiling / Roof (CSR Redbook).
Sheet metal roof with 50 mm Bradford Anticon insulation over
38 battens, ceiling lined with 13 mm and 16 mm Gyprock Fyrchek
plasterboard (CSR Redbook).
50 Masonry veneer wall with timber studs, lined internally with
10 Gyprock Plasterboard CD (CSR Redbook).
External Walls
External cladding material on battens, vapour barrier, 16 mm
36 Gyprock Fyrchek MR plasterboard, timber studs, lined internally
with 10 mm Gyprock Fyrchek Plasterboard CD (CSR Redbook).

 

 

 

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stTc
Component Range Examples of Construction
37 43.52 mm laminated, awning with acoustic seals (Bradnams)
34 10.38 mm laminated, awning with acoustic seals (Bradnams)
Windows 29 6.38 mm laminated, sliding with acoustic seals or 6 mm awning
(Bradnams)
25 4 mm sliding (Bradnams)
34 13.52 laminated, with acoustic seals (Bradnams)
Sliding Doors 30 6.38 laminated, with acoustic seals (Bradnams)
25 4 mm glazing (Bradnams)
30 42-mm solid-core plywood door, soft plastics gasket around
sides and top and drop seal at base (AS 3671).
Pivot Doors
27 35-mm solid-core plywood door, soft plastics gasket around
sides and top and drop seal at base (AS 3671).

 

 

 

 

 

Before any construction material is chosen for the proposed buildings, STC information should be
sought from the suppliers to ensure that the minimum STC’s are achievable. In order to achieve
design STC ratings it is essential that the acoustically treated areas be constructed in a manner
conducive to maximising sound attenuation. For example, there must be no air gaps around
windows or at the eaves, which could act as noise pathways.

5.6.4 Open Space

Figure 10a presents predicted ground Lato1enour noise contours across the whole site. Figures
10b to 10f present predicted ground contours for the ILUs adjacent to the Cooroy Connection Road.
As identified on these figures, compliance with the DMR criterion for private open space is
predicted across the majority of the development.

Noise levels at private terrace areas are predicted to exceed the criteria for a number of ILU
buildings located adjacent to the Cooroy Connection Road (ILU buildings 94, 97, 104, 107, 108, 115
and 116). However, as indicated on Figures 10b to 10f, a large proportion of compliant area is
provided in the shadow region of each ILU building. Hence, compliance with the DMR criterion is
predicted provided that private open space is designated in the shadow zone of these ILU buildings.

 

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6 NOISE IMMISSIONS ASSESSMENT
6.1. INTRODUCTION

Noise with a potential to impact on sensitive receptors off-site and on-site are expected to come
from the following sources:

waste collection services for all ILUs and care facility buildings;

s delivery of goods including refrigerated food to the care facility building;
= air conditioning units for all ILUs and care facility buildings;

= refrigeration condensers for care facility buildings; and

® = site traffic accessing/leaving the site via Lamonts Road (potential impacts on Lot 1 residential
house).

The following sections provide an assessment of the potential impacts from the development site.

6.2 ASSESSMENT OF IMPACTS
6.2.1 Fixed Plant
6.2.1.1 Independent Living Units

Currently the detailed design of fixed plant items proposed for the retirement village have not been
finalised by the design team. Continuous noise sources at the site are likely to include air
conditioning and/or refrigeration plant for ILU and care facility buildings.

As discussed in Section 5.6.2, all units at the site are predicted to require Construction Category 2
specifications. Hence, air-conditioning will be required for ILU buildings. The air conditioning units
adopted for the development would be similar to those of typical residential developments (whether
split system or ducted). Given the small size of the unit(s) likely to be required for these buildings
impacts on surrounding uses (which predominantly include other ILUs) is expected to be minimal.

To minimise any potential impacts, however, it is recommended that all condenser units for the [LU
air conditioning systems be located as far as practicably possible from sleeping areas for adjacent
ILUs. Furthermore, it is recommended that, where practical, all condenser units are located
adjacent to the wall of the buildings such that there is no angle of view to the condenser unit from
any bedrooms of adjacent ILU buildings.

6.2.1.2 Aged Care Facility and Community Village Building

For the aged care facility and multi-purpose community village building, the design of the fixed plant
noise sources is not known at this stage. Given this the potential impact cannot be predicted and a
design noise limit for the plant must be specified instead.

The design limit for any continuous fixed plant at the proposed aged care facility and community

 

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=

 

village has been calculated on the basis of the following information and assumptions:
= Day and evening criteria (7 am — 10 pm): Lamexes 48 AB(A) (Laso + 5 dB(A));
= Night (10 pm — 7 am) criteria: Lamaxeq 38 dB(A) (Laso + 3 dB(A));

® a minimum source to receptor distance of 11 m for the aged care facility and 27 m for the
community village building; and

= all plant are located in direct line of sight of the nearest neighbouring property (ie, they are not
shielded by the roofline or other structures or topographic features).

Table 6.1 indicates maximum allowable noise source levels for fixed plant equipment at the aged
care facility and community village building.

TABLE 6.1: FIXED PLANT NOISE LIMITS

 

 

 

 

 

Noise Source Nearest Sensitive | Maximum Allowable Sound Power Level dB(A)
Location Receptor
Day (7 am -10 pm) Night (10 pm — 7 am)
Aged Care Facility {LU 77 67
Community Village ILU 85 75
Building

 

 

 

 

 

If all noise sources are shielded from the nearest receptors a maximum allowable sound power
level 10 dB(A) higher than those presented in Table 6.1 may be acceptable depending on the
height of the sources relative to the acoustic screening and the type of structure involved.

The above specified sound power levels are based on worst-case locations and do not take into
account potential shielding from building structures. It is recommended that continuously operating
plant are located as far as possible from potentially sensitive development. More specific acoustic
specifications can be established once finalisation of mechanical plant design and location has
been completed.

6.2.2. Loading Dock Noise

The proposed site layout has an area designated for service access associated with the aged care
facility, as shown on Figure 2. The regular services associated with the aged care facility will most
likely include refrigerated food trucks and waste disposal services. All deliveries are expected to
occur between 7 am and 6 pm. Based on site survey plans, the minimum distance to the nearest
sensitive receptors is 33 m (ILU located north-west of the proposed service area).

Given the short-term nature of the above noise sources, the appropriate criterion to use for
assessing the acoustic impact is a background Lai plus 3 dB(A) noise level. Noise monitoring
Position 2 indicates an average Lato noise level for the period between 7 am to 6 pm to be
56.1 dB(A). Hence, a 59 dB(A) criterion is adopted. The 56 dB(A) noise level was measured during
a weekday, when the majority of service vehicles are expected to make deliveries.

 

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Table 6.2 presents Lama noise source measurement data for rubbish collection and refrigerated
trucks completed previously by Air Noise Environment personnel. Table 6.2 presents a summary of
maximum predicted receptor noise levels for each source.

TABLE 6.2: NOISE SOURCE DATA

 

 

 

 

Noise Frequency Spectra (SWL Linear) SPL@im
Source | 31.5] 63 125 | 260 | S00 | 1000 | 2000/ 4000 | sooo | dB(A)
Reftigerated 76.2 | 100.9 | 97.7 | 98.4 | 96.1 | 93.4 | 92.2] 87.9 | 81.8| 942
Rubbish

Collection | 90-9 | 95:9 | 87.3 | 86.8 | 86.7 | 103.3 | 88.3 | 81.2 | 78.7 95.6

 

 

 

 

 

 

 

 

 

 

 

 

 

TABLE 6.3: LOADING DOCK SOURCE NOISE LEVELS

 

 

 

 

 

 

 

 

 

Predicted Lamx Noise Levels dB(A)
Closest Sensitive Receptors
Refrigerated Truck Rubbish Collection’
ILU No. 88 Bed 2 55 60
ILU No. 126 Bed 1 58 63
Residential House to the West 49 55
Noise Criteria La1o 59 AB(A)

 

 

Boid represents exceedance in the noise criterion

As indicated by Table 6.2, noise levels associated with refrigerated truck deliveries are predicted to
comply with the Lai noise criterion for the residential house located to the west on Lot 1. Noise
levels at the nearest ILUs are predicted to exceed the criteria by up to 63 dB(A).

Given the predicted noise attenuation provided by recommended construction materials for road
and rail noise mitigation, the impact on internal Lame noise levels at the nearest ILUs is predicted to
be minimal. As identified on Table 5.5, the recommended noise reduction for construction materials
for Bedroom 1 of ILU No. 88 and Bedroom 2 of ILU No. 126 are 23 and 27 respectively. Hence, an
internal Lamax noise level of 37 dB(A) (ILU No. 88) and 36 dB(A) (ILU No. 126) is predicted.

6.2.3 Traffic Accessing/Leaving the Site

Access points for vehicles are proposed along Lamonts Road at the north-west corner of the site.
The access point is proposed to be used by service vehicles (e.g. delivery trucks and rubbish
collection trucks) and by residences occupying the residential buildings (ie. ILUs and 20 Unit
Apartment). The Noosa Shire Council has requested that potential noise impacts on the residential
house on Lot 1 be assessed.

Traffic data provided by the client indicates that the peak AM and PM vehicles movements are

 

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predicted to be 33 vehicles per hour and 42 vehicles per hour respectively. For the purpose of
assessing potential noise impacts associated with accessing vehicles, the Lai 59 dB(A) criterion as
discussed in the previous section is considered appropriate.

Predictions have been based on noise source levels of 86 dB(A) at 1 metre for small cars and
93 dB(A) at 1 metre for a service truck. Noise associated with small cars have been modelled as a
line source to consider the continuity of vehicles during peak hours. Service vehicles have been
modelled as point sources, given that service vehicles are expected to access the site only once a
day. Lamex noise levels have also been considered as a conservative approach. Table 6.5 presents
predicted noise levels at the nearest sensitive receptor.

TABLE 6.5: PREDICTED NOISE LEVELS FOR ACCESSING VEHICLES

 

 

 

 

 

Nolse Source Predicted Lamax Noise Levels dB(A)
Passenger Car 56

Service Vehicle 58

Noise Criteria Lato 59 AB(A)

 

 

 

Based on the noise predictions, the impact of accessing vehicles on the Lot 1 residential house is
predicted to be minimal. It should be noted that the ILU buildings along the access road provide
significant shielding for the residential house. Furthermore, it is possible that traffic along the
Cooroy Connection Road (particularly heavy vehicles) will remain the dominant noise source
compared to vehicles accessing the site (which will also be travelling at low speeds).

 

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7 CONCLUSION
7.1 RAIL NOISE

Impacts of noise associated with the Cooroy Railway Corridor have been investigated by the
assessment of unattended and attended noise monitoring data completed at the proposed
development site. Based on the noise monitoring results, it is predicted that train noise levels
passing by the proposed retirement village will exceed the relevant internal Lama noise criterion by
up to 40 dB(A).

Compliance with the internal noise criteria is likely to be achieved provided the following mitigation
options are implemented:

® an acoustic barrier is constructed at the boundary of the devetopment site along the Cooroy
Connection Road (as shown on Figure 8). The acoustic barrier should have a mass density of
12 kg/m? and be continuous with no air gaps;

= all rooms requiring a noise reduction of greater than 10 dB (as identified on Tables 5.5 and 5.6)
should be provided with air-conditioning; and

= the Care Facility, Apartment and Village centre should be constructed of materials which meet
the required STCs as specified in Tables 5.8.

Based on the predicted noise levels and proposed tayouts, STC requirements for a number of (LU
windows are predicted to be above 40 (as shown in Table 5.7). In order to reduce the STC
requirements for [LU buildings to those presented in Tables 5.9 and 5.10, the following options
should be considered:

= replace ILU Buildings 3, 4, 30 with Type 1 ILU layouts;

= construction of ILU Buildings 93, 95, 96, 98 to 100, 102, 103, 106, 109 to 115 and 117 with an
alternative layout as presented on Figure 9;

= for the alternative design, an acoustic barrier extending at least 1 metre from the Bedroom 2
wall should be constructed. The barrier should be 1.8 m above the finished floor level and be
located adjacent to the Bedroom 2 window (see Figure 9); and

= replace Type 4 double unit ILU Buildings 94, 97, 101, 104, 105, 107, 108, 116 and 118 with an
alternative design. Bedroom areas should be provided furthest from the Cooroy Connection
Road. This is likely to involve the provision of living areas to the rear of the ILU building.

Currently, no alternative layouts have been made available to replace the Type 4 double units
(Buildings 94, 97, 101, 104, 105, 107, 108, 116 and 118) located near the Cooroy Connection
Road. If double units are provided by combining two mirrored alternative single units, window STC
values of 37 are likely be achieved for these buildings. However, if alternative designs to those
presented in Figure 9 are proposed, an acoustic assessment of these units would be required to
determine the required construction materials.

 

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7.2. ROAD TRAFFIC NOISE

The modelling of road traffic noise for a 10 year horizon from construction of the proposed aged
care development has been completed. According to the modelling results, the Department of
Mains Roads criteria is predicted by up to 9 dB(A).

Compliance with the relevant noise criteria is predicted to be achieved by implementing the
Mitigation options for rail noise impacts (as summarised in Section 7.1).

Noise levels at private terrace areas are predicted to exceed the criteria for a number of ILU
buildings located adjacent to the Cooroy Connection Road (ILU buildings 94, 97, 104, 107, 108, 115
and 116). However, a large proportion of compliant area is provided in the shadow region of each
ILU building (see Figures 10b to 10f). Hence, compiiance with the DMR criterion is predicted
provided that private open space is designated in the shadow zone of these ILU buildings.

7.3. NOISE IMMISSIONS

The assessment has considered the potential impacts of services and fixed plant including waste
collection, air conditioning and refrigeration units on surrounding sensitive land uses including both
on and off-site receptors. In addition, the impact of traffic leaving and accessing the site via
Lamonts Road has also been considered.

The following findings have been determined regarding the acoustic impact of the development on
off-site and on-site sensitive receptors:

= all fixed air conditioning and refrigeration plant installed at the proposed care facility and
community village centre is located as far as practicable from surrounding sensitive land uses;

= the total sound power level for fixed plant installed at the proposed care facility and community
village should not exceed those presented in Table 6.1 in Section 6.2.1.2. The allowable sound
power level has the potential to be higher depending on the final location of fixed plant and
whether additional shielding or acoustic enclosures are provided; and

« noise associated with deliveries at the Aged Care Facility and traffic accessing/leaving the site
via Lamonts Road is predicted to be minimal and comply with the retevant criteria.

 

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APPENDIX A

 

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Monitoring Position 1
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Monitoring Position
ot
t
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Figure 1: Site Location and Noise Monitoring Positions

 

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Page 65

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Page 70

RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

 

159 independent
living units

village
community
LEGEND centre

A Noise Receptor Positions

© ILU Building Numbers for Noise Model

*5 worst-case receptor positions have been considered
for each ILU (Bed 1, Bed 2, Sliding Door at Terrace Area,
Side Facade of Living/Dining/Kitchen Area, Front Facade
of Living Area)

 

 

  

     
       

residence

20 unit apartment

building

120 bed aged care

 

 

 

Figure 7: ILU Building Numbers and Noise Modelling Receptor Positions

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT

)

Page 71

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Page 73

RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

ui

 

 

 

 

   

LEGEND
> 60 aB(A)

GE) < 60 dB(A) (Compliant)

 

 

 

 

 

 

Figure 10a: Predicted Ground Level Lato,1snou. Noise Levels

 

AIR NOISE ENVIRONMENT PTY LTD
/NETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT Page A10

Page 74

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Page 79

=
RSL Care =>
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) —

 

APPENDIX B

ACOUSTIC GLOSSARY

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/M1750/REPORTING/2008 REVISION/1750REPORT04.ODT

Page 80

RSL Care

Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

APPENDIX B: GLOSSARY OF ACOUSTIC TERMINOLOGY

A-Weighting

dB (decibel)

dB(A)

Facade Noise Level

Free Field

Hertz (Hz)

L

‘Aeq

Equivalent Continuous
Sound Level

bnso.r

bas 0,7

Lato, T

bwa

A response provided by an electronic circuit which modifies
sound in such a way that the resulting level is similar to that
perceived by the human ear.

This is the scale on which sound pressure level is expressed. It
is defined as 20 times the logarithm of the ratio between the
root-mean-square pressure of the sound field and the reference
pressure (0.00002N/m?).

This is a measure of the overall noise level of sound across the
audible spectrum with a frequency weighting (i.e. ‘A’ weighting)
to compensate for the varying sensitivity of the human ear to
sound at different frequencies.

Refers to a sound pressure level determined at a point close to
an acoustically reflective surface (in addition to the ground).
Typically a distance of 1 metre is used.

Refers to a sound pressure level determined at a point away
from reflective surfaces other than the ground with no significant
contribution due to sound from other reflective surfaces;
generally as measured outside and away from buildings.

A measure of the frequency of sound. It measures the number
of pressure peaks per second passing a point when a pure tone
is present.

This is the equivalent steady sound level in dB(A) containing the
same acoustic energy as the actual fluctuating sound level over
the given period. For a steady sound with small fluctuations, its
value is close to the average sound pressure level.

This is the dB(A) level exceeded 90% of the time, T.

This is the dB(A) level exceeded 10% of the time, T.

This is the dB(A) level exceeded 50% of the time, T.

The A-weighted sound power level in dB.

 

AIR NOISE ENVIRONMENT PTY LTD

INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/17S0REPORTO4.ODT Page B1

=

Page 81

==
RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) <—

 

APPENDIX C

PLATES

 

AIR NOISE ENVIRONMENT PTY LTO
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT

Page 82

RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

Plate 1: Noise Monitoring Position (View to Road)

 

Plate 2: Cooroy Connection Road Surface Adjacent to Proposed Site

 

 

AIR NOISE ENVIRONMENT PTY LTD
/NETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT

Page C1

Page 83

—
RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) —

 

APPENDIX D

METEOROLOGICAL DATA

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT

Page 84

RSL Care ==
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

APPENDIX D: METEOROLOGICAL DATA

Station number: 040908
Station name: Tewantin

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Precipitation Wind .

DateTime |'since Sam) speed Me een | Serre ates (nt
4/07/2007 13:00 0 9 290 18
4107/2007 14:00 0 11 300 18
4107/2007 15:00 0 11 330 21
4107/2007 16:00 0 13 350 21
4107/2007 17:00 0 11 10 17
4/07/2007 18:00 0 11 360 15
4/07/2007 19:00 0 9 350 15
4107/2007 20:00 0 8 340 9
410712007 21:00 0 9 340 17
4107/2007 22:00 0 8 300 11
4/07/2007 23:00 0 9 320 13

§/07/2007 0:00 0 11 330 17
§107/2007 1:00 0 8 330 11
5/07/2007 2:00 0 8 300 13
5/07/2007 3:00 0 8 330 9
5/07/2007 4:00 0 8 310 9
5/07/2007 5:00 0 8 350 9
5/07/2007 6:00 0 8 330 9
5/07/2007 7:00 0 2 340 8
5/07/2007 8:00 0 2 20 5
5/07/2007 9:00 0 11 280 22
§107/2007 10:00 0 9 280 18
5/07/2007 11:00 0 11 280 22
5/07/2007 12:00 0 11 270 22
5/07/2007 13:00 0 18 270 35
5/07/2007 14:00 0 11 290 24
5107/2007 15:00 0 13 290 24
5/07/2007 16:00 0 11 290 24
5/07/2007 17:00 0 14 280 21

 

 

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.ODT Page D1

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=
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) =

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Date/Time Prec pitation speed wind direction in Speed of maximum wingust
(mm) (km/h) grees true in last 10 minutes (km/h)
5/07/2007 18:00 0 8 310 13
5/07/2007 19:00 0 5 350 8
5/07/2007 20:00 0 5 300 9
5/07/2007 21:00 0 2 20 5
5/07/2007 22:00 0 0 0 0
5/07/2007 23:00 0 0 0 4
6/07/2007 0:00 0 2 310 9
6/07/2007 1:00 0 5 260 17
6/07/2007 2:00 0 5 270 11
6/07/2007 3:00 0 5 260 9
6/07/2007 4:00 0 5 260 9
6/07/2007 5:00 0 0 0 5
6/07/2007 6:00 0 5 230 11
6/07/2007 7:00 0 9 230 18
6/07/2007 8:00 0 13 260 22
6/07/2007 9:00 0 11 250 21
6/07/2007 10:00 0 13 250 24
6/07/2007 11:00 0 13 230 28
6/07/2007 12:00 0 17 250 31
6/07/2007 13:00 0 15 260 26
6/07/2007 14:00 0 13 260 26
6/07/2007 15:00 0 13 250 24
6/07/2007 16:00 0 9 240 22
6/07/2007 17:00 0 8 250 13
6/07/2007 18:00 0 4 250 9
6/07/2007 19:00 0 9 250 15
6/07/2007 20:00 0 4 70 8
6/07/2007 21:00 0 0 0 0
6/07/2007 22:00 0 2 100 8
6/07/2007 23:00 0 2 160 9
7107/2007 0:00 0 5 80 1
7107/2007 1:00 0 4 290 8

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT

Page D2

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Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised) =

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Precipitation Wind
catering "snc | sens |G tce”| Wan omits
7107/2007 2:00 0 0 0 0
7107/2007 3:00 0 8 300 9
7107/2007 4:00 0 8 290 11
7107/2007 5:00 0 0 0 0
7107/2007 6:00 0 8 350 13
7107/2007 7:00 0 0 0 0
7107/2007 8:00 0 0 0 0
7107/2007 9:00 0 4 40 5
7107/2007 10:00 0 15 190 24
7107/2007 11:00 0 15 190 24
7107/2007 12:00 0 15 180 21
7107/2007 13:00 0 1 140 18
7107/2007 14:00 0 9 70 15
7107/2007 15:00 0 13 40 17
7/07/2007 16:00 0 5 60 9
7107/2007 17:00 0 2 60 5
7107/2007 18:00 0 0 0 0
7107/2007 19:00 0 0 0 0
7/07/2007 20:00 0 0 0 5
7107/2007 21:00 0 0 0 0
710712007 22:00 0 0 0 0
7107/2007 23:00 0 8 360 9
8/07/2007 0:00 0 4 340 5
8/07/2007 1:00 0 2 350 8
8/07/2007 2:00 0 4 330 8
8/07/2007 3:00 0 5 320 9
8/07/2007 4:00 0 4 290 8
8/07/2007 5:00 0 5 340 9
8/07/2007 6:00 0 5 20 8
8/07/2007 7:00 0 4 330 8
8/07/2007 8:00 0 8 320 1
8/07/2007 9:00 0 4 330 9

 

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORTO4.0DT

Page 03

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Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

S

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Precipitation Wind
purine |"Sae gam’ | aones (Waceucricn”| singe

8/07/2007 10:00 0 8 320 11
8/07/2007 11:00 0 8 280 11
8/07/2007 12:00 0 9 270 17
8/07/2007 13:00 0 8 270 18
8/07/2007 14:00 0 9 300 15
8/07/2007 15:00 0 13 260 18
8/07/2007 16:00 0 9 260 17
8/07/2007 17:00 0 8 260 11
8/07/2007 18:00 0 2 250 5
8/07/2007 19:00 0 2 250 5
8/07/2007 20:00 0 0 0 0
8/07/2007 21:00 0 4 290 8
8/07/2007 22:00 0 5 300 9
8/07/2007 23:00 0 8 300 9
9/07/2007 0:00 0 5 290 15
9/07/2007 1:00 0 5 310 9
9/07/2007 2:00 0 4 350

9/07/2007 3:00 0 8 30

9/07/2007 4:00 0 9 330 13
9/07/2007 5:00 0 8 280 15
9/07/2007 6:00 0 8 260 13
9/07/2007 7:00 0 9 300 13
9/07/2007 8:00 0 11 270 22
9/07/2007 9:00 0 8 270 11
9/07/2007 10:00 0 11 250 21
9/07/2007 11:00 0 13 240 28
9/07/2007 12:00 0 13 240 33
9/07/2007 13:00 0 13 240 26
9/07/2007 14:00 0 13 250 28
9/07/2007 15:00 0 11 240 30
9/07/2007 16:00 0 11 260 24
9/07/2007 17:00 0 8 230 13

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.ODT

Page 04

Page 88

RSL Care =
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

 

 

 

 

 

 

 

 

Precipitation Wind
DateTime |'since Sam’) speed |W oasetericn | Slate tb minutes emt)
9/07/2007 18:00 0 11 220 24
9/07/2007 19:00 0 9 240 18
9/07/2007 20:00 0 9 250 13
9/07/2007 21:00 0 11 250 18
9/07/2007 22:00 0 8 240 13
9/07/2007 23:00 0 8 230 13

 

 

 

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
JNETWORK/PROJECTS/M1750/REPORTING/2008 REVISION/1750REPORTO4.ODT Page DS

Page 89

RSL Care
Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

 

APPENDIX E

NOISE LOGGER DATA

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORTO4.0DT

Page 90

RSL Care

Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

=
—
—

 

APPENDIX E: NOISE LOGGER DATA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Date Time |Lmax} 11 L6S | L10 | L50 |} L90 | L95 | L99 Lmin Leq
4/07/2007 | 12:45| 77.5 | 72.5 | 67.0 | 65.0 | 58.5 | 51.0 | 49.0 | 44.5 | 41.0 61.5
4/07/2007 | 13:00} 76.0 | 71.0 | 65.5 | 64.0 | 54.0 | 45.0 | 43.0 | 40.5 39.0 60.0
4/07/2007 | 13:15 | 85.5 | 71.0 | 65.0 | 64.0 | 55.5.) 46.5 | 44.5 | 40.5 39.5 61.0
4/07/2007 | 13:30] 79.0 | 70.5 | 66.0 | 64.5 | 56.0 | 49.0 | 47.5 | 41.5 39.0 60.5
4/07/2007 | 13:45} 80.0 | 72.5 | 67.5 | 65.0 | 56.0 | 47.5 | 45.5 | 43.5 | 42.0 61.5
4107/2007 | 14:00) 75.0 | 69.5 | 64.5 | 62.5 | 56.0 | 49.0 | 47.0 } 42.0 | 40.0 59.0
4107/2007 | 14:15] 79.5 | 71.5 | 66.5 | 64.0 | 56.5 } 47.5 | 44.0 | 40.5 39.5 61.0
4/07/2007 | 14:30 | 80.0 | 73.5 | 66.5 | 64.5 | 58.0 | 49.0 | 47.0 | 46.0 44.5 62.0
4/07/2007 | 14:45 | 76.0 | 70.5 | 65.0 | 63.5 | 56.5 | 47.0 | 46.0 | 42.0] 40.5 60.0
4/07/2007 | 15:00 | 89.0 | 76.0 | 70.5 | 67.0 | 59.0 | 49.5 | 47.5 | 45.5 | 42.5 65.5
4/07/2007 | 15:15 | 76.5 | 72.5 | 68.0 | 66.0 | 58.5 | 52.0 | 50.0 | 48.0 | 46.0 62.5
4/07/2007 | 15:30) 81.5 | 74.0 | 70.5 | 67.0 | 60.5 | 54.0 | 52.0 | 47.5 | 45.5 64.0
4/07/2007 | 15:45 | 74.0 | 70.0 | 67.0 | 65.5 | 59.0 | 51.5 | 48.5 | 44.5 | 43.0 61.5
4/07/2007 | 16:00} 78.0 | 71.0 | 67.5 | 66.0 | 60.0 | 52.0 | 50.0 | 47.0 | 45.0 62.5
4/07/2007 | 16:15 | 80.0 | 74.5 | 70.0 | 68.0 | 61.5 | 53.0 | 51.0 | 47.5 | 45.5 64.5
4/07/2007 | 16:30 | 79.0 | 72.5 | 69.5 | 67.0 | 61.0 | 54.5 | 53.5 | 48.5 | 46.5 63.5
4/07/2007 | 16:45} 73.5 | 69.0 | 67.0 | 66.0 | 60.5 | 54.5 | 52.0 | 49.0 | 46.5 62.5
4/07/2007 | 17:00) 74.5 | 70.0 | 67.0 | 66.5 | 61.5 | 54.5 | 51.5 | 47.6 | 46.0 63.0
4/07/2007 | 17:15] 85.5 | 77.0 | 72.0 | 67.5 | 62.5 | 56.0 | 54.0 | 51.0 | 48.5 66.5
4/07/2007 | 17:30] 72.5 | 69.0 | 67.5 | 66.5 | 62.5 | 56.0 | 54.0 | 51.5 | 49.5 63.0
4/07/2007 | 17:45 | 74.5 | 72.5 | 70.0 | 68.0 | 63.0 | 56.5 | 55.5 | 50.5 | 48.5 64.5
4/07/2007 | 18:00 | 76.0 | 71.0 | 68.5 | 67.0 | 62.5 | 55.0 | 52.5 | 45.5 | 42.5 63.5
4/07/2007 | 18:15 | 72.5 | 69.0 | 67.0 | 66.5 | 61.5 | 53.5 | 51.0 | 45.5 | 42.5 62.5
4/07/2007 | 18:30) 74.0 | 69.5 | 67.5 | 66.0 | 59.5 | 52.5 | 50.0 | 48.0] 46.5 62.0
4/07/2007 | 18:45 | 77.0 | 74.0 | 69.5 | 66.5 | 60.5 | 53.0 | 52.0 |; 50.5 | 49.0 63.5
4/07/2007 | 19:00} 73.5 | 69.5 | 66.5 | 65.5 | 59.0 | 48.5 | 46.5 | 41.5 39.0 61.5
4/07/2007 | 19:15] 81.0 | 74.5 | 68.0 | 67.0 | 60.0 | 50.0 | 48.5 | 45.5 | 44.0 64.0
4/07/2007 | 19:30 | 71.5 | 68.5 | 66.5 | 65.5 | 57.5 | 45.0 | 42.0 | 35.5 33.5 60.5
4107/2007 | 19:45 | 73.5 | 68.0 | 65.5 | 63.0 | 54.0 | 42.5 | 41.0 | 39.5 38.0 58.5
4/07/2007 | 20:00} 80.0 | 69.5 | 64.0 | 61.0 | 52.0 | 40.0 | 39.0 | 37.0 36.0 58.0
4107/2007 | 20:15] 81.0 | 69.5 | 65.0 } 62.0 | 52.5 | 38.5 | 37.5 | 35.0 33.0 60.0
4/07/2007 | 20:30) 73.0 | 67.5 | 63.5 | 60.5 | 50.5 | 38.5 | 37.0 | 34.0 32.0 56.5

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTO
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.00T

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Page 91

RSL Care

Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

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Date | Time |Lmax| L1 L5 | Lio | L50 | L90 | L95 | L99 | Lmin Leq
4/07/2007 | 20:45 | 73.0 | 66.5 | 62.5 | 59.0 | 44.5 | 35.0 | 33.5 | 32.5 31.0 55.0
4/07/2007 | 21:00| 77.0 | 74.0 | 64.0 | 60.5 | 43.5 | 36.0 | 35.0 | 34.0 33.0 58.5
4/07/2007 | 21:15 | 68.5 | 65.0 | 60.5 | 58.5 | 41.0 | 35.0 | 34.0 | 33.0 32.0 53.5
4107/2007 | 21:30| 70.0 | 66.5 | 64.0 | 61.5 | 46.0 | 33.5 | 31.5 | 305 |] 29.5 56.5
4/07/2007 | 21:45] 69.0 | 66.5 | 63.5 | 60.5 | 40.0 | 31.5 | 30.5 | 30.0 29.5 55.0
4/07/2007 | 22:00 | 78.0 | 75.5 | 66.0 | 61.5 | 46.0 | 34.5 | 33.5 | 32.0 | 30.5 61.5
4/07/2007 | 22:15 | 71.5 | 67.5 | 63.5 | 60.5 | 51.5 | 38.5 | 37.0 | 35.0 33.0 57.0
4/07/2007 | 22:30 | 82.5 | 77.5 | 69.0 | 62.5 | 43.0 | 35.0 | 34.0 | 33.0 32.0 64.0
4/07/2007 | 22:45 | 70.0 | 66.5 | 62.5 | 60.0 | 48.0 | 37.5 | 35.0 | 32.5 31.5 55.5
4/07/2007 | 23:00 | 75.5 | 72.5 | 69.5 | 63.0 | 44.0 | 32.0 | 31.5 | 30.5 29.5 60.0
4/07/2007 | 23:15 | 72.5 | 67.0 | 63.5 | 60.0 | 42.5 | 32.5 | 31.5 | 30.5 29.5 §5.5
4/07/2007 | 23:30] 70.0 | 65.5 | 61.5 | 58.0 | 36.5 | 32.0 | 31.5 | 30.5 | 29.5 53.5
4107/2007 | 23:45 | 72.0 | 66.5 | 62.0 | 58.0 | 38.5 | 31.0 | 30.5 | 29.5 29.0 54.5
5/07/2007 | 0:00 } 72.0 | 65.5 | 58.0 | 54.0 | 37.5 | 32.0 | 31.0 | 30.0 | 29.5 51.5
§/07/2007| 0:15 | 71.5 | 63.5 | 57.5 | 52.5 } 35.0 | 29.5 | 29.5 | 28.5 | 28.0 50.5
5/07/2007 | 0:30 | 69.5 | 65.0 | 61.5 | 57.5 | 36.5 | 33.5 | 32.5 | 31.5 | 30.5 53.0
5/07/2007 | 0:45 | 70.5 | 63.5 | 52.5 | 44.5 | 34.5 | 30.5 } 30.0 | 29.5) 285 48.5
5/07/2007| 1:00 | 71.0 | 66.0 | 59.0 | 53.5 | 35.0 | 30.5 | 30.0 | 29.5 | 29.0 52.0
6/07/2007} 1:15 | 51.5 | 45.0 | 41.5 | 40.0 | 32.5 | 30.5 | 30.0 | 29.5 29.0 36.0
5/07/2007 | 1:30 | 68.0 | 63.5 | 54.5 | 49.5 | 37.0 | 34.0 | 32.5 | 31.5 | 30.5 49.0
§/07/2007| 1:45 | 65.0 } 55.0 | 43.0 | 38.5 | 34.0 | 30.5 | 30.5 | 29.5 29.5 42.0
5/07/2007 | 2:00 | 81.0 | 75.5 | 64.0 | 52.0 | 365.5 | 32.0 | 31.5 | 31.0 30.0 61.5
5/07/2007 | 2:15 | 77.0 | 73.5 | 69.0 | 57.0 | 37.5 | 30.5 | 29.5 | 29.0 28.0 59.5
5/07/2007 | 2:30 | 70.5 | 61.5 | 47.5 | 39.5 | 33.0 | 30.5 | 30.5 | 29.5 29.5 48.0
§/07/2007 | 2:45 | 71.5 | 65.0 | 55.0 | 46.0 | 34.5 | 30.5 | 30.0 | 29.5 28.5 50.0
5/07/2007 | 3:00 } 70.0 | 62.0 | 42.5 | 39.5 | 33.5 | 30.5 | 30.5 | 29.5 | 29.0 46.5
5/07/2007 | 3:15 | 45.5 | 40.5 | 38.5 | 37.0 | 33.5 | 31.0 | 30.5 | 29.5 29.0 34.5
5/07/2007 | 3:30 | 73.5 | 67.5 | 57.0 | 51.0 | 37.0 | 32.0 | 31.5 | 31.0 | 30.0 53.0
5/07/2007 | 3:45 | 70.0 | 64.5 | 54.0 | 50.0 ; 38.0 | 33.5 | 32.0 | 30.5 29.5 50.0
5/07/2007 | 4:00 | 69.0 | 60.0 | 41.0 | 39.5 | 34.0 | 30.5 | 30.0 | 29.5 |} 29.0 45.5
5/07/2007} 4:15 | 71.5 | 66.5 | 58.0 | 49.0 | 35.5 | 32.0 | 31.5 | 30.5 29.5 52.0
5/07/2007 | 4:30 | 95.0 | 81.0 | 74.0 | 63.5 | 40.0 | 32.5 | 32.0 | 31.5 | 305 69.0
5/07/2007 | 4:45 | 80.0 | 75.5 | 70.5 | 65.5 | 43.5 | 38.0 | 37.0 | 35.5 34.0 62.5
5/07/2007 | 5:00 | 72.5 | 69.0 | 65.0 | 60.5 | 41.0 | 34.5 | 34.0 | 33.0 32.0 56.5

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/1750/REPORTING/2008 REVISION/1750REPORT04.0DT

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Page 92

RSL Care

Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

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Date Time |Lmax| L1 L6& L10 | L50 | L90 | L95 | L99S Lmin Leq
5/07/2007} 5:15 | 76.5 | 71.0 | 67.5 | 65.0 | 50.5 | 39.0 | 37.5 | 36.0 34.5 60.0
5/07/2007} 5:30 | 75.0 | 70.5 | 68.0 | 65.5 | 51.5 | 41.0 | 39.5 | 37.5 36.0 60.0
5/07/2007 | 5:45 | 75.0 | 70.0 | 68.0 | 66.0 | 55.0 | 42.0 | 40.5 | 38.5 36.0 61.0
5/07/2007 | 6:00 | 75.0 | 71.0 | 68.0 | 67.0 | 54.5 | 42.5 | 41.0 | 39.0 37.5 61.5
§/07/2007| 6:15 | 75.0 | 70.0 | 67.0 | 65.5 | 54.5 | 44.5 | 42.0 | 39.0 37.5 60.0
5/07/2007 | 6:30 | 73.5 | 70.0 | 67.5 | 66.0 | 59.0 | 48.5 | 47.0 | 44.0 | 42.5 61.5
§/07/2007 | 6:45 | 81.0 | 74.5 | 70.0 | 68.5 | 62.0 | 53.5 | 51.5 | 49.0 | 45.0 65.0
5/07/2007 | 7:00 | 78.5 | 76.5 | 71.5 | 69.5 | 62.0 | 56.0 | 54.5 | 50.5 | 48.0 66.0
§/07/2007| 7:15 | 74.5 | 71.5 | 68.5 | 66.0 | 58.0 | 50.0 | 48.0 | 45.0 | 43.0 62.0
§/07/2007| 7:30 | 77.5 | 71.0 | 68.0 | 66.5 | 59.0 | 51.5 | 49.5 | 48.0 | 46.0 62.0
§/07/2007| 7:45 | 81.0 | 72.5 | 68.0 | 66.5 | 59.0 | 51.5 | 50.5 | 47.0 | 45.0 63.0
5/07/2007| 8:00 | 74.5 | 71.5 | 67.5 | 66.5 | 60.0 | 51.5 | 49.5 | 47.0} 45.0 62.5
5/07/2007} 8:15 | 77.0 | 71.5 | 68.0 | 66.5 | 59.5 | 49.5 | 47.0 | 44.0 | 42.5 62.5
5/07/2007 | 8:30 | 94.0 | 82.5 | 68.0 | 66.5 | 59.0 | 51.0 | 49.5 | 47.5 | 455 68.0
5/07/2007} 8:45 | 83.0 | 76.0 | 67.5 | 65.5 | 57.5 | 48.5 | 47.0 | 42.5 | 41.0 63.0
5/07/2007] 9:00 | 77.0 | 71.5 | 67.0 | 66.0 | 59.5 | 52.0 | 50.5 | 48.0} 46.0 62.0
§/07/2007 | 9:15 | 73.5 | 70.0 | 67.5 | 66.0 | 58.0 | 49.5 | 48.0 | 46.0) 42.5 81.5
§/07/2007| 9:30 | 82.5 | 79.5 | 69.0 | 67.5 | 61.0 | 54.0 | 52.5 | 49.5 | 47.5 66.0
§/07/2007| 9:45 | 84.0 | 77.0 | 73.5 | 67.5 | 60.0 | 52.5 | 51.5 | 48.5 | 46.0 66.0
5/07/2007 | 10:00} 74.5 | 70.0 | 67.5 | 66.0 | 59.5 | 51.0 | 49.0 | 47.0] 45.0 62.0
5/07/2007 | 10:15} 80.0 | 71.0 | 67.0 | 65.5 | 59.5 | 50.0 | 48.0 | 46.5 | 44.0 62.0
5/07/2007 | 10:30} 77.5 | 71.0 | 67.5 | 66.0 | 59.5 | 52.0 | 49.5 | 46.0 | 44.5 62.5
5/07/2007 | 10:45] 79.0 | 71.5 | 66.5 | 65.5 | 57.5 | 50.5 | 47.5 | 45.0 | 43.0 61.5
5/07/2007 | 11:00| 76.5 | 71.0 | 67.0 | 65.5 | 57.5 | 50.0 | 48.5 | 46.0 | 44.0 61.5
§/07/2007 | 11:15 | 81.5 | 71.5 | 67.0 | 65.0 | 57.5 | 49.5 | 48.5 | 46.5 | 45.0 61.5
§/07/2007 | 11:30} 77.0 | 71.5 | 68.0 | 66.0 | 58.0 | 50.0 | 47.0 | 45.0 | 44.0 62.0
5/07/2007 | 11:45 | 72.5 | 69.0 | 66.5 | 65.0 | 57.0 | 48.0 | 47.0 | 45.5 | 44.0 60.5
5/07/2007 | 12:00) 75.5 | 70.0 | 67.0 | 65.5 | 59.0 | 52.5 | 51.5 | 47.0 | 45.0 61.5
5/07/2007 | 12:15] 84.5 | 74.0 | 67.0 | 65.5 | 57.5 | 49.5 | 48.0 | 46.5 | 45.0 63.5
§/07/2007 | 12:30] 74.5 | 70.0 | 67.0 | 65.5 | 59.5 | 53.5 | 52.0 | 50.6 | 48.0 61.5
5/07/2007 | 12:45; 80.0 | 75.0 | 69.0 | 67.0 | 61.0 | 54.5 | 52.5 | 50.5 | 49.0 64.0
5/07/2007 | 13:00) 74.0 | 69.0 | 66.5 | 65.0 | 57.5 | 51.0 | 50.0 | 48.0 | 46.0 60.5
5/07/2007 | 13:15 | 80.0 | 73.0 | 67.0 | 65.0 | 58.0 | 50.0 | 48.0 | 46.0 | 44.0 62.0
5/07/2007 | 13:30 | 85.0 | 79.0 | 74.5 | 67.0 | 59.0 | 53.0 | 52.0 | 49.5 | 47.5 66.5

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/M1750/REPORTING/2008 REVISION/1750REPORTO4.ODT

Page E3

Page 93

RSL Care

Proposed RSL Retirement Village, Cooroy - Road and Rail Noise Assessment (Revised)

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Date Time |Lmax| L1 L5 L10 | L60 | L9O0 | L9S | LOS Lmin Leq
5/07/2007 | 13:45] 76.0 | 69.5 | 66.0 | 65.0 | 57.5 | 51.0 | 49.5 | 48.0 | 46.0 61.0
5/07/2007 | 14:00} 76.5 | 70.0 | 66.5 | 65.0 | 58.0 | 50.5 | 48.5 | 45.5 | 44.0 61.0
5/07/2007 | 14:15 | 83.0 | 72.5 | 67.0 | 65.5 | 59.5 | 52.5 | 51.0 | 48.0 | 45.5 62.5
5/07/2007 | 14:30 87.5 | 71.5 | 67.5 | 66.0 | 59.0 | 51.5 | 505 | 48.5 | 47.5 63.5
5/07/2007 | 14:45 | 77.5 | 74.5 | 71.0 | 67.0 | 59.0 | 51.0 | 49.0 | 48.0) 46.5 63.5
5/07/2007 | 15:00 | 75.0 {| 71.5 | 67.5 | 66.0 | 59.0 | 52.0 | 50.5 | 48.0 45.5 62.5
5/07/2007 | 15:15} 74.5 | 70.0 | 67.0 | 66.0 | 59.0 | 51.5 | 50.0 | 46.5 | 44.0 61.5
5/07/2007 | 15:28] 78.0 | 61.0 | 50.0 | 48.0 | 22.0 | 21.5 | 21.0 | 21.0 20.0 49.0

 

 

 

 

AIR NOISE ENVIRONMENT PTY LTD
INETWORK/PROJECTS/M750/REPORTING/2008 REVISION/1750REPORTO4.ODT

Page E4

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