traffic noise impact assessment everleigh, greenbank...doc no.: atp170617-r-tnia-01_area 1 doc...

Traffic Noise Impact Assessment Everleigh, Greenbank

Area 1 – Amendment to Lot Layout Mirvac Project No.: ATP170617 Project Name: Everleigh – Area 1 – Amendment to Lot Layout Document No.: ATP170617-R-TNIA-01_RoL 5 March 2020

DEV2016/76810 July 2020

Client: Mirvac Page i Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment

Document Control Record

Prepared by: Sam Fraser Approved by: Sasho Temelkoski RPEQ 13551

Position: Senior Engineer – Acoustics

Position: Managing Director

Signed:

Signed:

Date: 24 March 2020 Date: 24 March 2020

REVISION STATUS

Revision No. Description of Revision Date Approved

0 Issue 1 24 March 2020 Sasho Temelkoski

Recipients are responsible for eliminating all superseded documents in their possession. atf ATP Engineering Trust ABN: 95 634 079 845 Gold Coast 34 Lakefront Crescent Varsity Lakes, QLD 4227 Ph: (07) 5593 0487

Brisbane Studio 5, 33 Vulture Street West End QLD 4101 Ph: 0499 015 150

Perth Suite 59, 102 Railway Street West Perth WA 6005 Ph: (08) 9265 1424

E-mail: [email protected] Internet: www.atpconsulting.com.au

RELIANCE, USES and LIMITATIONS This report is copyright and is to be used only for its intended purpose by the intended recipient, and is not to be copied or used in any other way. The report may be relied upon for its intended purpose within the limits of the following disclaimer. This study, report and analyses have been based on the information available to ATP Consulting Engineers at the time of preparation. ATP Consulting Engineers accepts responsibility for the report and its conclusions to the extent that the information was sufficient and accurate at the time of preparation. ATP Consulting Engineers does not take responsibility for errors and omissions due to incorrect information or information not available to ATP Consulting Engineers at the time of preparation of the study, report or analyses.

Client: Mirvac Page ii Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment

Executive Summary ATP Consulting Engineers (ATP) was engaged by Mirvac to prepare a noise impact assessment in support of a Permissible Change application for the approved Area 1 of the Everleigh development in Greenbank. Minor change to the lot layout is proposed at the northern part of Area 1 (Precinct 1.6).

Potential noise impacts from commercial activities associated with the proposed Neighbourhood Centre, as well as activities at the school and recreation areas, are not part of this assessment and will require detailed assessment at a later stage.

Traffic noise propagation modelling was carried out considering the future traffic flows for a planning horizon of 2051. The results of the noise propagation modelling indicate that, without noise mitigation measures, the development site will be impacted by traffic noise from Teviot Road, Greenbank Road and the major internal collector roads.

To mitigate traffic noise the following noise control measures must be implemented:

Noise barriers must be constructed along Teviot Road and Everleigh Drive.

No noise control measures are required along Greenbank Road, provided that dwellings have minimum setback distance of 40m for low-set buildings and 60m for high-set buildings.

The ground and upper floors of front-loaded lots adjacent to Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.

The upper floors of the allotments located in close proximity to Teviot Road and Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.

Provided the recommended planning and design noise control measures are implemented in the construction of Everleigh Area 1, road traffic noise will not impose any further constraints on the establishment of the development.

Client: Mirvac Page iii Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment

Table of Contents

1. Introduction .............................................................................................................................. 1 1.1 Project background ........................................................................................................... 1 1.2 Study objectives ................................................................................................................ 1 1.3 Development plan ............................................................................................................. 2

2. Existing Noise Amenity ............................................................................................................ 3 2.1 Noise measurement location ............................................................................................. 3 2.2 Measurement Results ....................................................................................................... 5

2.2.1 Location 1 .................................................................................................................. 5

2.2.2 Location 2 .................................................................................................................. 6

3. Traffic Noise Criteria ................................................................................................................ 7 3.1 External noise criteria ....................................................................................................... 7 3.2 Internal noise criteria......................................................................................................... 8

4. Traffic Noise Calculation Methodology ..................................................................................... 9 4.1 Traffic noise model – Validation (Year 2015 and 2020) ..................................................... 9 4.2 Traffic noise model – Planning horizon (Year 2051) ........................................................ 10

5. Calculated Traffic Noise Levels .............................................................................................. 14 5.1 Area 1 ............................................................................................................................. 14

6. Discussion and Recommendations ........................................................................................ 24 6.1 Noise barriers ................................................................................................................. 26

6.1.1 Noise barrier along Teviot Road .............................................................................. 26

6.1.2 Noise barrier along Everleigh Drive.......................................................................... 27

6.2 Acoustic setbacks ........................................................................................................... 29 6.3 Front loaded lots facing Everleigh Drive .......................................................................... 29 6.4 Summary of lots requiring acoustic design ...................................................................... 30

6.4.1 Noise control measures outside Area 1 ................................................................... 33

7. Conclusions ........................................................................................................................... 34 8. References ............................................................................................................................ 35 9. Appendices ............................................................................................................................ 36 Tables

Table 2.1 Noise measurements ..................................................................................................... 3 Table 2.2 Noise measurement results – Location 1 ........................................................................ 5 Table 2.3 Noise measurement results – Location 2 ........................................................................ 6 Table 3.1 External noise criteria ..................................................................................................... 7

Client: Mirvac Page iv Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment

Table 3.2 Internal noise criteria (dwellings) .................................................................................... 8 Table 4.1 Traffic flow data for validation ......................................................................................... 9 Table 4.2 Data and assumptions – Model validation ...................................................................... 9 Table 4.3 SoundPLAN validation results ...................................................................................... 10 Table 4.4 Traffic flow data – 2051 planning horizon ..................................................................... 10 Table 4.5 Data and assumptions – Planning horizon model ......................................................... 11 Table 5.1 Calculated traffic noise levels – Area 1 ......................................................................... 14 Table 6.1 Noise barrier along Teviot Road ................................................................................... 26 Table 6.2 Noise barrier along Teviot Road – Levels ..................................................................... 26 Table 6.3 Noise barrier along Everleigh Drive .............................................................................. 28 Table 6.4 Lots requiring acoustic design ...................................................................................... 31 Figures

Figure 1.1 Area 1 lot layout ............................................................................................................ 2 Figure 2.1 Noise measurement locations ....................................................................................... 4 Figure 4.1 Average weekday traffic volumes, 2051 ...................................................................... 11 Figure 4.2 SoundPLAN traffic noise model – Area 1 .................................................................... 13 Figure 6.1 Noise control measures – Area 1 ................................................................................ 25 Figure 6.2 Noise barrier – 3d perspective .................................................................................... 27 Figure 6.3 Typical timber noise barrier fence ................................................................................ 28 Figure 6.4 Outdoor living area on protected facade ...................................................................... 30 Appendices

Appendix A – Area 1 lot layout Appendix B – Site photos Appendix C – Meteorological data Appendix D – Noise measurement results Appendix E – Average weekday traffic volumes, 2051 Appendix F – Validation of traffic noise model Appendix G – Traffic noise levels Appendix H – Civil engineering drawings

Client: Mirvac Page 1 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment

1. Introduction

1.1 Project background

ATP Consulting Engineers (ATP) was engaged by Mirvac to prepare a noise impact assessment in support of a Permissible Change application for the approved Area 1 of the Everleigh development in Greenbank. Minor change to the lot layout is proposed at the northern part of Area 1 (Precinct 1.6).

This acoustic report is an amendment to the previous noise impact assessment1 dated 5 March 2019.

Potential noise impacts from commercial activities associated with the proposed Neighbourhood Centre, as well as activities at the school and recreation areas, are not part of this assessment and will require detailed assessment at a later stage.

1.2 Study objectives

Study objectives are as follows:

Site specific noise measurements near Teviot Road and Greenbank Road to obtain information about the existing noise levels. The measured traffic noise levels will be used for validation of the SoundPLAN noise propagation model.

Development of a 3D traffic noise propagation model using SoundPLAN software considering the development layout and civil engineering design of Area 1 and interface lots. The traffic flows along Teviot Road, Greenbank Road and higher order internal roads, to the year 2051 (ultimate planning horizon), will be considered in the SoundPLAN model.

Calculation of the traffic noise levels at the facades and private open spaces of the dwellings to be constructed at Area 1 and the interface lots along Greenbank Road.

Based on the calculated traffic noise levels ATP Consulting will provide recommendations for noise control measures (i.e. acoustic barriers and advice on the architectural treatments to the building facades) to ensure compliance with the relevant external and internal noise criteria.

Provision of a detailed acoustic report (traffic noise impact assessment) in a format required by EDQ and Logan City Council (LCC). The report will present the traffic noise assessment methodology, tabulated measured noise levels, calculated traffic noise levels, and recommendations for noise control measures.

1 “Traffic Noise Impact Assessment – Everleigh, Greenbank: Precinct 2 – RoL Application; Area 1 – Review of Previous Noise Impact Assessment” by ATP Consulting Engineers, report ref. ATP170617-R-TNIA-01_Precinct 2 RoL and Area 1 Review, Issue 1 report dated 5 March 2019


1.3 Development plan

The approved Everleigh development is a master-planned community in Greenbank with frontage to Teviot Road to the west and Greenbank Road to the south. The subject site has a total area of 482.1 Ha. The site is located within the Greater Flagstone priority development area (PDA).

The development layout for Area 1, including minor changes to the lot layout, is presented in Figure 1.1 and Appendix A.

Figure 1.1 Area 1 lot layout


2. Existing Noise Amenity

2.1 Noise measurement location

Noise measurements were carried out at two locations within the site to obtain information about the traffic and background noise levels at the subject site.

The noise measurement methodology is summarised in Table 2.1.

Table 2.1 Noise measurements

Relevant legislation, standards and

guidelines

The noise measurements were carried out in accordance with:

Australian Standard AS 1055:2018 (Acoustics – Description and measurement of environmental noise); and

Australian Standard AS 2702-1984 (Acoustics – Methods for measurement of road traffic noise).

Measurement location

The noise monitoring was carried out at two locations:

Location 1 – South-western boundary of the existing Lot 3 on SP297192, approximately 20m setback distance from Teviot Road

Location 2 – Approximately 30m setback distance from Greenbank Road

The noise measurement locations are presented in Figure 2.1, as well as the photos presented in Appendix B.

Measurement period

Location 1 – Continuous noise monitoring was carried out 24 hours a day from 5 to 18 March 2020. This recent noise monitoring has been carried out by ATP in support of noise assessment for the Everleigh RoL 5 application.

Location 2 – Continuous noise monitoring was carried out 24 hours a day from 25 September to 2 October 2015. This noise monitoring was carried out as part of the original noise assessment in support of the Area 1 development application. The proposed lot layout changes are at the northern part of Area 1, closer to monitoring Location 1, therefore there was no need to carry out new noise monitoring at Location 2.

Measurement equipment

The following noise measurement equipment was used:

Environmental noise logger – ARL EL-315 (serial no. 15-203-537);

Environmental noise logger – ARL Ngara (serial no. 8780d4); and

Calibration – RION NC-74 Sound Level Calibrator (serial no. 34615224).

The noise measurement instruments conform to Australian Standard AS IEC61672.1-2004. Calibration was performed during set up and download of the data from the noise logger. The calibration drift was <0.1 dB(A).

Meteorological conditions

Location 1 – Rainfall occurred during on 6, 9, 10 and 12 March 2020. Noise data affected by periods of rainfall has been excluded from the results. Full meteorological data for the monitoring period is presented in Appendix C.

Location 2 – Rainfall occurred on 28 and 29 September 2015. Noise data affected by periods of rainfall has been excluded from the results. Full meteorological data for the monitoring period is presented in Appendix C.

Analysis of data The noise measurement data was analysed to determine the following noise descriptor:


L10,18hr: L10 is the level of noise exceeded for 10% of any time period; L10,18hr is the typical traffic noise descriptor, and is the arithmetic average of 18 hourly L10,1hr levels over consecutive hours between 6am and 12am.

The noise measurement locations are presented in Figure 2.1 and site photos are presented in Appendix B.

Figure 2.1 Noise measurement locations

Noise Measurement Locations

Location 1: Unattended noise monitoring

20m setback distance from Teviot Road

Location 2: Unattended noise monitoring

30m setback distance from Greenbank Road


2.2 Measurement Results

2.2.1 Location 1

The results of the noise measurements undertaken from 5 to 18 March 2020 are presented in Table 2.2 and Appendix D.

Table 2.2 Noise measurement results – Location 1

Date Traffic Noise Levels Background Noise Levels

L10,18hr (6am-12am)

L10,1hr max (6am-12am)

L90,18hr (6am-12am)

L90,8hr (10pm-6am)

5 Mar 2020 (Thu) — — — 39

6 Mar 2020 (Fri) 64 67 52 36

7 Mar 2020 (Sat) 64 65 51 37

8 Mar 2020 (Sun) 62 65 49 38

9 Mar 2020 (Mon) 66 68 54 39

10 Mar 2020 (Tue) 64 68 53 39

11 Mar 2020 (Wed) 64 68 54 40

12 Mar 2020 (Thu) 65 68 55 41

13 Mar 2020 (Fri) 65 68 55 38

14 Mar 2020 (Sat) 64 66 52 39

15 Mar 2020 (Sun) 64 67 51 38

16 Mar 2020 (Mon) 64 68 52 39

17 Mar 2020 (Tue) 64 70 53 38

18 Mar 2020 (Wed) 63 67 52 39

Arithmetic Mean 64 67 52 39

Weekdays Only 64 68 53 39

██ Noise data disregarded due to rainfall.


2.2.2 Location 2

The results of the noise measurements undertaken from 25 September to 2 October 2015 are presented in Table 2.3 and Appendix D.

Table 2.3 Noise measurement results – Location 2

Date Traffic Noise Levels Background Noise Levels

L10,18hr (6am-12am)

L90,18hr (6am-12am)

L90,8hr (10pm-6am)

25 Sep 2015 (Fri) 57 46 38

26 Sep 2015 (Sat) 57 45 31

27 Sep 2015 (Sun) 55 42 31

28 Sep 2015 (Mon) 55 44 35

29 Sep 2015 (Tue) 56 46 34

30 Sep 2015 (Wed) 56 45 37

1 Oct 2015 (Thu) 56 45 35

2 Oct 2015 (Fri) 56 44 33

Arithmetic Mean Weekdays Only 55 44 34

██ Noise data disregarded due to rainfall.


3. Traffic Noise Criteria

3.1 External noise criteria

The development site is located within the Greater Flagstone PDA, a priority development area designated by Economic Development Queensland (EDQ).

There are no traffic noise criteria specific to the Greater Flagstone PDA. Traffic noise impact assessment for the Everleigh development should be carried out in accordance with the Department of Transport and Main Roads (TMR) Road Traffic Noise Management: Code of Practice.

The relevant traffic noise criteria are TMR’s policy for Development Affected by Environmental Emissions from Transport and SDAP State Code 1 Development in a state-controlled road environment.

The relevant traffic noise criteria are presented in Table 3.1.

Table 3.1 External noise criteria

Development type

Location within development Environmental criteria

Accommodation activities2

All facades

≤60dB(A) L10(18hr) façade corrected (measured L90(8hr) free field between 10pm and 6am ≤ 40dB(A))

≤63dB(A) L10(18hr) façade corrected (measured L90(8hr) free field between 10pm and 6am > 40dB(A))

Private open spaces

≤57dB(A) L10(18hr) free field (measured L90(18hr) free field between 6am and midnight ≤ 45dB(A))

≤60dB(A) L10(18hr) free field (measured L90(18hr) free field between 6am and midnight > 45dB(A))

The relevant façade adjusted3 road traffic noise criterion for the building facades is 63dB(A)L10,18hr4.

The designated private open spaces (outdoor living areas) have to comply with the free-field traffic noise criterion of 60dB(A)L10,18hr.

2 Definition of accommodation activity from SDAP includes residential dwellings, relocatable home park, residential care/retirement facility, tourist park and short-term accommodation, among others. 3 The façade adjusted noise criteria contains +2.5dB(A) adjustment factor for the sound energy that is result of the reflection of the sound wave from the hard surface of typical buildings. This adjustment is applicable for areas within 3m from a hard reflective vertical surface. 4 Within a 10 year planning horizon, as the development is established, background noise levels in the vicinity of Teviot Road and Greenbank Road are expected to be greater than 40dB(A) L90,8hr between 10pm and 6am.


3.2 Internal noise criteria

Where the external noise criteria cannot be met, the residential dwellings must be designed to mitigate intrusion of traffic noise into habitable rooms. At the building approval stage the dwellings at the affected allotments should be designed and constructed as per AS3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4.

When carrying out acoustic design as per AS3671, it is recommended to adopt the internal noise criteria specified in AS/NZS 2107:2016 as presented in Table 3.2.

Table 3.2 Internal noise criteria (dwellings)

Type of occupancy Maximum LAeq

Living areas 45 dB(A)

Sleeping areas 40 dB(A)


4. Traffic Noise Calculation Methodology

The traffic noise from Teviot Road, Greenbank Road and major internal roads was calculated using SoundPLAN noise propagation modelling software as per the procedure specified in the UK Department of Transport Welsh Office Method of Calculation of Road Traffic Noise (CoRTN’88). This is an accepted traffic noise calculation procedure applied widely in Australia5.

Traffic noise levels have been calculated for the ultimate planning horizon of 2051. Detailed results are calculated for Area 1 (early release area).

4.1 Traffic noise model – Validation (Year 2015 and 2020)

The noise data collected during the monitoring period (as presented in Tables 2.2 and 2.3) was used to validate the accuracy of the SoundPLAN model prior to calculating future road traffic noise levels.

Traffic flow data, as considered in the SoundPLAN validation model, is presented in Table 4.1.

Table 4.1 Traffic flow data for validation

Road 2006

Traffic Flow AADT6

2015 Traffic Flow

AADT7

2020 Traffic Flow

AADT

Heavy Vehicles

(%)

Teviot Road 4,155 7,020 9,394 5.0

Greenbank Road 2,065 3,489 4,669 8.0

The additional factors and assumptions considered in the model are presented in Table 4.2.

Table 4.2 Data and assumptions – Model validation

Parameter Data/Assumptions

Mean vehicle speed Teviot Road: 70 km/h north of Pub Lane and 80 km/h south of Pub Lane Greenbank Road: 80 km/h

Calculation procedure CoRTN (Calculation of Road Traffic Noise) SoundPLAN grid spacing is 1m while the increment for angle of view is 1º

Road traffic volume for CoRTN procedure

The CoRTN procedure requires 18 hours traffic volume data. Traffic volume for 18-hours (6:00am to midnight) was considered as 94% of the 24 hour AADT.

Road surface Teviot Road: Bituminous seal, requiring an adjustment of +3dB in the model Greenbank Road: Bituminous seal, requiring an adjustment of +3dB in the model

Noise logger Each noise logger was situated at a free field location with a microphone height of 1.2m above ground level.

5 CoRTN (Calculation of Road Traffic Noise) is a widely accepted procedure in Australia for calculation of traffic noise and it is specifically recommended in QLD TMR’s Code of Practice Volume 1, Section 4.3.2, Page 29. 6 Most recent traffic data available for Teviot Road and Greenbank Road was from a 2006/2007 study by the Department for Transport and Main Roads (TMR, 2010). 7 Traffic flow growth rates of 6.0% per annum from 2006 to 2020, based on population data published by the Queensland Government Statisticians Office which indicates a growth rate of approximately 6% within the Greenbank Statistical Area 2.


The results of the SoundPLAN model validation are presented in Table 4.3 and in Appendix F.

Table 4.3 SoundPLAN validation results

Receiver Measured* L10(18-hour)

dB(A)

Calculated* L10(18-hour)

dB(A) Difference

dB(A) Validation

Factor

Noise Logger – Location 1 64 64 0 N/A

Noise Logger – Location 2 55 57 +2 N/A *Free-field

The calculated traffic noise levels are within ± 2 dBA tolerance limit, hence no correction factor is required.

4.2 Traffic noise model – Planning horizon (Year 2051)

Traffic noise calculations were carried out for an ultimate planning horizon of 2051, as per the approved “Movement Network Infrastructure Master Plan” (3 March 2017) for the Everleigh development, prepared by MWH.

The average weekday traffic volumes for 2051 are presented in Table 4.4, Figure 4.1 and in Appendix E.

Table 4.4 Traffic flow data – 2051 planning horizon

Road Road Segment 2051

Traffic Flow AADT

Heavy Vehicles

(%) Teviot Road North of Leanne Court 34,304 5.0

Teviot Road Leanne Court to Pub Lane 34,978 5.0

Teviot Road Pub Lane to Greenbank Road 24,681 5.0

Teviot Road South of Greenbank Road 19,423 5.0

Greenbank Road Teviot Road to High order road (South entry road, Everleigh) 6,795 8.0

Greenbank Road High order road (South entry road, Everleigh) to Crowson Lane 9,883 8.0

Everleigh Drive (within development)

Pub Lane to High order road (South entry road, Everleigh) 8,082 3.0

High order road (South entry road, Everleigh) Greenbank Road to “School” road 3,088 3.0

High order road (North entry road, Everleigh) Teviot Road to “School” road 8,796 3.0

Source: Movement Network Infrastructure Master Plan by MWH, 3 March 2017


Figure 4.1 Average weekday traffic volumes, 2051

The various additional factors considered in the model are presented in Table 4.5.

Table 4.5 Data and assumptions – Planning horizon model

Parameter Data/Assumptions

Mean vehicle speed

Teviot Road: 70 km/h north of Pub Lane and 80 km/h south of Pub Lane Greenbank Road: 80 km/h Internal roads: 50 km/h

Calculation procedure

CoRTN (Calculation of Road Traffic Noise) SoundPLAN grid spacing is 1m while the increment for angle of view is 1º

Road traffic volume for CoRTN procedure

The CoRTN procedure requires 18 hours traffic volume data. Traffic volume for 18-hours (6:00am to midnight) was considered as 94% of the 24 hour AADT.

Road type and alignment

Teviot Road: After road upgrade: Two lanes in each direction, three lanes in each direction (north of Pub Lane).

Greenbank Road: One lane in each direction. Internal roads: Everleigh Drive and North entry road: Two lanes in each direction to the first roundabout, then one lane in each direction. South entry road: One lane in each direction.

Area 1

Crowson Ln

Area 1


Source: - Teviot Road ultimate design alignments from Premise, received 18 September 2018 - Development layout “2020-0221_Everleigh – Master Plan” from Mirvac, received 26

February 2019

Road surface Teviot Road & Greenbank Road: Dense graded asphalt (after road upgrade) Internal roads: Dense graded asphalt.

Dense graded asphalt requires no adjustment factor.

Development layout

Source: - Development layout “2020-0221_Everleigh – Master Plan” from Mirvac, received 26

February 2019

Buildings Residential buildings on all lots were considered as one storey high with total height of 3.5m. Front setbacks are 6.0m and side setbacks are minimum 1.5m.

Receivers

Façade noise levels Although buildings were considered as single-storey, receivers were allocated to ground (1.8m AGL) as well as upper floor (4.6m AGL) to calculate noise levels at potential two-storey houses. Note: AGL: above ground level

SoundPLAN adds +2.5dB(A) to the calculated noise levels when the receivers are attached to the buildings, thus the tabulated traffic noise levels are façade adjusted.

Private open spaces Receivers were placed at the outdoor living areas which are located at the ground floor at the rear of each dwelling (i.e. backyards).

Receivers were placed at a free-field location 4m from the building façades. Receivers were placed at 1.5m AGL.

CoRTN correction factor

Application of CoRTN correction factor of –1.7dB for receivers located 1m from building façades is considered in Australia, and –0.7dB for free-field receivers, as recommended by TMR Code of Practice.

Terrain

Sources: - “2020-03-17 MIR003 DESIGN 3D TRIANGLES” from Premise, received 16 March 2020 - Precinct 1.3 civil engineering drawings “2018-08-09 MIR001-03 Precinct 1.3 Civil

Drawings” from Premise, received 7 February 2019 - Precinct 1.4 civil engineering drawings “2018-08-09 MIR001-04 Precinct 1.4 Civil

Drawings” from Premise, received 7 February 2019 - Precinct 1.1 civil engineering drawings “2018-06-27 MIR001-01 Precinct 1.1 Civil

Drawings” from Premise, received 5 September 2018 - “2019-02-11 MIRSGB Super Design TIN” and “Everleigh ASCON FSL” from Premise,

received 15 February 2019

Noise control measures

Traffic noise levels were calculated with the noise control measures recommended in Section 6 of this report.


Overview of the SoundPLAN traffic noise model for Area 1 is presented in Figure 4.2.

Figure 4.2 SoundPLAN traffic noise model – Area 1


5. Calculated Traffic Noise Levels

The road traffic noise levels were calculated at the facades (ground and upper floors) and private open space (ground floor outdoor living area) of each dwelling, considering the noise barriers as per Section 6 of this report.

The calculated noise levels were then assessed against the traffic noise criteria (≤ 63dB(A) L10,18hr facade adjusted for building facades; and ≤ 60dB(A) L10,18hr free-field for private open spaces).

5.1 Area 1

The calculated traffic noise levels at Area 1 and assessment of compliance are presented in Table 5.1.

Table 5.1 Calculated traffic noise levels – Area 1

Lot No.

Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)

facade-adjusted Compliance ≤63dB(A)

L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)

free-field Compliance ≤60dB(A)

L10,18hr P1.1_Lot 1133 52 Yes 55 Yes 51 Yes P1.1_Lot 1134 51 Yes 55 Yes 49 Yes P1.1_Lot 1135 50 Yes 55 Yes 49 Yes P1.1_Lot 1136 50 Yes 55 Yes 48 Yes P1.1_Lot 1137 51 Yes 55 Yes 48 Yes P1.1_Lot 1138 53 Yes 56 Yes 49 Yes P1.1_Lot 1233 50 Yes 53 Yes 47 Yes P1.1_Lot 1234 50 Yes 53 Yes 48 Yes P1.1_Lot 1235 50 Yes 53 Yes 48 Yes P1.1_Lot 1236 50 Yes 53 Yes 48 Yes P1.1_Lot 1237 50 Yes 54 Yes 49 Yes P1.1_Lot 1238 51 Yes 54 Yes 49 Yes P1.1_Lot 1239 52 Yes 56 Yes 51 Yes P1.1_Lot 1240 56 Yes 59 Yes 54 Yes P1.1_Lot 1252 64 No 66 No 49 Yes P1.1_Lot 1253 64 No 66 No 49 Yes P1.1_Lot 1254 64 No 66 No 49 Yes P1.1_Lot 1255 64 No 66 No 49 Yes P1.1_Lot 1256 64 No 66 No 49 Yes P1.1_Lot 1257 64 No 66 No 49 Yes P1.1_Lot 1258 64 No 66 No 49 Yes P1.1_Lot 1259 64 No 66 No 49 Yes P1.1_Lot 1260 64 No 66 No 50 Yes P1.1_Lot 1261 55 Yes 58 Yes 52 Yes P1.1_Lot 1262 53 Yes 57 Yes 52 Yes P1.1_Lot 1263 53 Yes 56 Yes 51 Yes P1.1_Lot 1264 54 Yes 57 Yes 53 Yes P1.1_Lot 1265 53 Yes 57 Yes 52 Yes P1.1_Lot 1266 53 Yes 57 Yes 52 Yes P1.1_Lot 1267 52 Yes 57 Yes 52 Yes P1.1_Lot 1268 52 Yes 56 Yes 52 Yes P1.1_Lot 1269 53 Yes 57 Yes 52 Yes P1.1_Lot 1270 53 Yes 57 Yes 52 Yes P1.1_Lot 1271 53 Yes 57 Yes 52 Yes P1.1_Lot 1272 52 Yes 57 Yes 51 Yes P1.1_Lot 1273 52 Yes 56 Yes 51 Yes P1.1_Lot 1274 52 Yes 56 Yes 51 Yes P1.1_Lot 1275 51 Yes 56 Yes 50 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.1_Lot 1276 52 Yes 56 Yes 51 Yes P1.1_Lot 1277 52 Yes 57 Yes 51 Yes P1.1_Lot 1278 52 Yes 57 Yes 51 Yes P1.1_Lot 1279 54 Yes 57 Yes 51 Yes P1.1_Lot 1280 51 Yes 56 Yes 49 Yes P1.1_Lot 1281 50 Yes 54 Yes 48 Yes P1.1_Lot 1282 49 Yes 54 Yes 48 Yes P1.1_Lot 1283 49 Yes 53 Yes 48 Yes P1.1_Lot 1284 49 Yes 53 Yes 48 Yes P1.1_Lot 1285 50 Yes 53 Yes 49 Yes P1.1_Lot 1286 49 Yes 53 Yes 48 Yes P1.1_Lot 1287 49 Yes 53 Yes 49 Yes P1.1_Lot 1288 50 Yes 53 Yes 49 Yes P1.1_Lot 1289 50 Yes 53 Yes 49 Yes P1.1_Lot 1290 50 Yes 54 Yes 49 Yes P1.1_Lot 1291 50 Yes 54 Yes 50 Yes P1.1_Lot 1292 51 Yes 54 Yes 50 Yes P1.1_Lot 1293 51 Yes 54 Yes 50 Yes P1.1_Lot 1294 51 Yes 54 Yes 50 Yes P1.1_Lot 1295 53 Yes 55 Yes 51 Yes P1.1_Lot 1296 53 Yes 55 Yes 50 Yes P1.1_Lot 1309 49 Yes 53 Yes 48 Yes P1.1_Lot 1310 49 Yes 53 Yes 48 Yes P1.1_Lot 1311 49 Yes 53 Yes 48 Yes P1.1_Lot 1312 50 Yes 53 Yes 49 Yes P1.1_Lot 1313 50 Yes 53 Yes 49 Yes P1.1_Lot 1314 50 Yes 54 Yes 49 Yes P1.1_Lot 1315 49 Yes 53 Yes 48 Yes P1.1_Lot 1316 49 Yes 54 Yes 48 Yes P1.1_Lot 1317 49 Yes 53 Yes 48 Yes P1.1_Lot 1318 50 Yes 53 Yes 48 Yes P1.1_Lot 1319 50 Yes 53 Yes 48 Yes P1.1_Lot 1320 50 Yes 53 Yes 48 Yes P1.1_Lot 1321 49 Yes 53 Yes 48 Yes P1.1_Lot 1322 49 Yes 53 Yes 48 Yes P1.1_Lot 1323 50 Yes 53 Yes 48 Yes P1.1_Lot 1324 50 Yes 53 Yes 48 Yes P1.1_Lot 1325 50 Yes 53 Yes 48 Yes P1.1_Lot 1326 50 Yes 53 Yes 48 Yes P1.1_Lot 1331 49 Yes 53 Yes 48 Yes P1.1_Lot 1332 49 Yes 53 Yes 47 Yes P1.1_Lot 1333 49 Yes 53 Yes 47 Yes P1.1_Lot 1334 49 Yes 53 Yes 48 Yes P1.1_Lot 1344 51 Yes 55 Yes 50 Yes P1.1_Lot 2001 60 Yes 68 No 57 Yes P1.1_Lot 2002 61 Yes 68 No 58 Yes P1.1_Lot 2003 61 Yes 68 No 58 Yes P1.1_Lot 2026 60 Yes 64 No 57 Yes P1.1_Lot 2027 59 Yes 63 Yes 55 Yes P1.1_Lot 2028 59 Yes 62 Yes 54 Yes P1.1_Lot 2029 59 Yes 62 Yes 54 Yes P1.1_Lot 2119 58 Yes 60 Yes 51 Yes P1.1_Lot 2120 58 Yes 60 Yes 51 Yes P1.1_Lot 2121 58 Yes 60 Yes 51 Yes P1.1_Lot 2122 58 Yes 60 Yes 51 Yes P1.1_Lot 2123 58 Yes 60 Yes 51 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.1_Lot 2124 58 Yes 61 Yes 51 Yes P1.1_Lot 2125 58 Yes 61 Yes 52 Yes P1.1_Lot 2126 59 Yes 61 Yes 53 Yes P1.1_Lot 2127 59 Yes 61 Yes 51 Yes P1.1_Lot 2128 57 Yes 60 Yes 52 Yes P1.1_Lot 2129 57 Yes 59 Yes 50 Yes P1.1_Lot 2130 57 Yes 59 Yes 50 Yes P1.1_Lot 2131 57 Yes 59 Yes 50 Yes P1.1_Lot 2149 59 Yes 61 Yes 58 Yes P1.1_Lot 2150 58 Yes 60 Yes 56 Yes P1.1_Lot 2151 57 Yes 59 Yes 56 Yes P1.2_Lot 1131 51 Yes 54 Yes 49 Yes P1.2_Lot 1132 51 Yes 54 Yes 49 Yes P1.2_Lot 1139 51 Yes 55 Yes 48 Yes P1.2_Lot 1140 51 Yes 55 Yes 49 Yes P1.2_Lot 1148 54 Yes 57 Yes 49 Yes P1.2_Lot 1149 52 Yes 56 Yes 48 Yes P1.2_Lot 1150 52 Yes 56 Yes 48 Yes P1.2_Lot 1151 51 Yes 55 Yes 48 Yes P1.2_Lot 1152 51 Yes 55 Yes 48 Yes P1.2_Lot 1153 51 Yes 55 Yes 47 Yes P1.2_Lot 1154 51 Yes 54 Yes 47 Yes P1.2_Lot 1155 52 Yes 56 Yes 49 Yes P1.2_Lot 1156 52 Yes 56 Yes 49 Yes P1.2_Lot 1157 53 Yes 56 Yes 51 Yes P1.2_Lot 1158 53 Yes 56 Yes 49 Yes P1.2_Lot 1195 53 Yes 56 Yes 51 Yes P1.2_Lot 1196 52 Yes 56 Yes 50 Yes P1.2_Lot 1197 52 Yes 56 Yes 50 Yes P1.2_Lot 1198 52 Yes 56 Yes 50 Yes P1.2_Lot 1199 52 Yes 55 Yes 50 Yes P1.2_Lot 1200 52 Yes 55 Yes 51 Yes P1.2_Lot 1201 52 Yes 55 Yes 51 Yes P1.2_Lot 1208 52 Yes 55 Yes 51 Yes P1.2_Lot 1209 51 Yes 55 Yes 51 Yes P1.2_Lot 1210 51 Yes 54 Yes 51 Yes P1.2_Lot 1211 51 Yes 54 Yes 50 Yes P1.2_Lot 1212 51 Yes 54 Yes 50 Yes P1.2_Lot 1213 51 Yes 54 Yes 50 Yes P1.2_Lot 1214 51 Yes 53 Yes 50 Yes P1.2_Lot 1215 50 Yes 53 Yes 49 Yes P1.2_Lot 1216 50 Yes 53 Yes 49 Yes P1.2_Lot 1217 50 Yes 54 Yes 49 Yes P1.2_Lot 1218 51 Yes 54 Yes 49 Yes P1.2_Lot 1219 51 Yes 54 Yes 50 Yes P1.2_Lot 1222 51 Yes 54 Yes 48 Yes P1.2_Lot 1223 51 Yes 53 Yes 48 Yes P1.2_Lot 1224 50 Yes 53 Yes 48 Yes P1.2_Lot 1225 49 Yes 53 Yes 48 Yes P1.2_Lot 1231 50 Yes 53 Yes 49 Yes P1.2_Lot 1232 50 Yes 53 Yes 49 Yes P1.2_Lot 1297 53 Yes 55 Yes 50 Yes P1.2_Lot 1298 52 Yes 54 Yes 49 Yes P1.2_Lot 1299 52 Yes 54 Yes 49 Yes P1.2_Lot 1300 52 Yes 54 Yes 49 Yes P1.2_Lot 1301 52 Yes 54 Yes 48 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.2_Lot 1302 52 Yes 54 Yes 48 Yes P1.2_Lot 1303 52 Yes 54 Yes 47 Yes P1.2_Lot 1304 51 Yes 54 Yes 48 Yes P1.2_Lot 1305 51 Yes 54 Yes 48 Yes P1.2_Lot 1306 51 Yes 53 Yes 48 Yes P1.2_Lot 1307 51 Yes 53 Yes 48 Yes P1.2_Lot 1308 51 Yes 53 Yes 48 Yes P1.2_Lot 1327 51 Yes 53 Yes 49 Yes P1.2_Lot 1328 51 Yes 53 Yes 49 Yes P1.2_Lot 1329 50 Yes 53 Yes 49 Yes P1.2_Lot 1330 50 Yes 53 Yes 49 Yes P1.3_Lot 1002 58 Yes 68 No 56 Yes P1.3_Lot 1003 60 Yes 68 No 57 Yes P1.3_Lot 1029 60 Yes 67 No 58 Yes P1.3_Lot 1030 60 Yes 66 No 59 Yes P1.3_Lot 1031 59 Yes 65 No 58 Yes P1.3_Lot 1032 59 Yes 65 No 57 Yes P1.3_Lot 1033 59 Yes 65 No 57 Yes P1.3_Lot 1034 59 Yes 65 No 57 Yes P1.3_Lot 1035 58 Yes 64 No 57 Yes P1.3_Lot 1036 58 Yes 64 No 57 Yes P1.3_Lot 1037 58 Yes 64 No 57 Yes P1.3_Lot 1038 57 Yes 64 No 56 Yes P1.3_Lot 1039 53 Yes 58 Yes 52 Yes P1.3_Lot 1040 53 Yes 58 Yes 52 Yes P1.3_Lot 1041 53 Yes 59 Yes 53 Yes P1.3_Lot 1042 54 Yes 59 Yes 53 Yes P1.3_Lot 1043 55 Yes 60 Yes 54 Yes P1.3_Lot 1044 56 Yes 61 Yes 55 Yes P1.3_Lot 1045 57 Yes 62 Yes 56 Yes P1.3_Lot 1046 60 Yes 63 Yes 58 Yes P1.3_Lot 1053 54 Yes 58 Yes 52 Yes P1.3_Lot 1054 54 Yes 58 Yes 52 Yes P1.3_Lot 1087 53 Yes 58 Yes 52 Yes P1.3_Lot 1088 53 Yes 57 Yes 51 Yes P1.3_Lot 1089 55 Yes 58 Yes 53 Yes P1.3_Lot 1090 55 Yes 58 Yes 54 Yes P1.3_Lot 1091 56 Yes 58 Yes 54 Yes P1.3_Lot 1092 57 Yes 58 Yes 55 Yes P1.3_Lot 1093 57 Yes 58 Yes 55 Yes P1.3_Lot 1094 57 Yes 58 Yes 55 Yes P1.3_Lot 1095 56 Yes 58 Yes 54 Yes P1.3_Lot 1096 55 Yes 58 Yes 53 Yes P1.3_Lot 1097 55 Yes 58 Yes 53 Yes P1.3_Lot 1098 53 Yes 57 Yes 51 Yes P1.3_Lot 1099 52 Yes 56 Yes 50 Yes P1.3_Lot 1100 52 Yes 56 Yes 49 Yes P1.3_Lot 1101 54 Yes 57 Yes 52 Yes P1.3_Lot 1102 55 Yes 57 Yes 52 Yes P1.3_Lot 1103 55 Yes 57 Yes 51 Yes P1.3_Lot 1104 55 Yes 57 Yes 51 Yes P1.3_Lot 1105 55 Yes 57 Yes 52 Yes P1.3_Lot 1106 55 Yes 57 Yes 52 Yes P1.3_Lot 1107 54 Yes 57 Yes 52 Yes P1.3_Lot 1108 52 Yes 56 Yes 50 Yes P1.3_Lot 1109 52 Yes 56 Yes 50 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.3_Lot 1110 52 Yes 56 Yes 50 Yes P1.3_Lot 1111 51 Yes 55 Yes 49 Yes P1.3_Lot 1112 51 Yes 56 Yes 49 Yes P1.3_Lot 1113 51 Yes 56 Yes 49 Yes P1.3_Lot 1114 53 Yes 56 Yes 51 Yes P1.3_Lot 1115 58 Yes 64 No 57 Yes P1.3_Lot 1116 57 Yes 64 No 56 Yes P1.3_Lot 1117 57 Yes 63 Yes 56 Yes P1.3_Lot 1118 57 Yes 63 Yes 56 Yes P1.3_Lot 1119 57 Yes 63 Yes 56 Yes P1.3_Lot 1120 57 Yes 63 Yes 56 Yes P1.3_Lot 1121 56 Yes 63 Yes 56 Yes P1.3_Lot 1122 57 Yes 64 No 56 Yes P1.3_Lot 1123 53 Yes 56 Yes 52 Yes P1.3_Lot 1124 52 Yes 56 Yes 51 Yes P1.3_Lot 1125 53 Yes 56 Yes 50 Yes P1.3_Lot 1126 53 Yes 56 Yes 50 Yes P1.3_Lot 1127 53 Yes 56 Yes 50 Yes P1.3_Lot 1128 53 Yes 55 Yes 50 Yes P1.3_Lot 1129 52 Yes 55 Yes 50 Yes P1.3_Lot 1130 51 Yes 55 Yes 49 Yes P1.3_Lot 1141 51 Yes 55 Yes 51 Yes P1.3_Lot 1142 52 Yes 55 Yes 51 Yes P1.3_Lot 1143 52 Yes 56 Yes 52 Yes P1.3_Lot 1144 53 Yes 56 Yes 52 Yes P1.3_Lot 1145 53 Yes 57 Yes 53 Yes P1.3_Lot 1146 55 Yes 57 Yes 54 Yes P1.3_Lot 1147 53 Yes 56 Yes 51 Yes P1.3_Lot 1159 53 Yes 57 Yes 53 Yes P1.3_Lot 1160 54 Yes 57 Yes 53 Yes P1.3_Lot 1161 54 Yes 58 Yes 53 Yes P1.3_Lot 1162 54 Yes 58 Yes 54 Yes P1.4_Lot 1004 61 Yes 68 No 58 Yes P1.4_Lot 1005 61 Yes 68 No 58 Yes P1.4_Lot 1006 61 Yes 68 No 58 Yes P1.4_Lot 1007 61 Yes 68 No 58 Yes P1.4_Lot 1008 61 Yes 68 No 58 Yes P1.4_Lot 1009 61 Yes 68 No 58 Yes P1.4_Lot 1010 61 Yes 68 No 58 Yes P1.4_Lot 1011 61 Yes 68 No 58 Yes P1.4_Lot 1012 61 Yes 68 No 58 Yes P1.4_Lot 1013 60 Yes 68 No 57 Yes P1.4_Lot 1014 61 Yes 68 No 57 Yes P1.4_Lot 1015 61 Yes 67 No 57 Yes P1.4_Lot 1016 61 Yes 67 No 58 Yes P1.4_Lot 1017 61 Yes 67 No 57 Yes P1.4_Lot 1018 61 Yes 67 No 58 Yes P1.4_Lot 1019 61 Yes 67 No 58 Yes P1.4_Lot 1020 61 Yes 67 No 58 Yes P1.4_Lot 1021 61 Yes 67 No 58 Yes P1.4_Lot 1022 60 Yes 67 No 57 Yes P1.4_Lot 1023 60 Yes 67 No 57 Yes P1.4_Lot 1024 59 Yes 67 No 55 Yes P1.4_Lot 1025 59 Yes 64 No 57 Yes P1.4_Lot 1047 58 Yes 62 Yes 54 Yes P1.4_Lot 1048 56 Yes 61 Yes 53 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.4_Lot 1049 56 Yes 60 Yes 52 Yes P1.4_Lot 1050 55 Yes 59 Yes 52 Yes P1.4_Lot 1051 55 Yes 59 Yes 52 Yes P1.4_Lot 1052 55 Yes 59 Yes 52 Yes P1.4_Lot 1055 60 Yes 63 Yes 54 Yes P1.4_Lot 1056 61 Yes 63 Yes 55 Yes P1.4_Lot 1057 61 Yes 63 Yes 55 Yes P1.4_Lot 1058 60 Yes 63 Yes 54 Yes P1.4_Lot 1059 60 Yes 63 Yes 53 Yes P1.4_Lot 1060 60 Yes 63 Yes 53 Yes P1.4_Lot 1061 60 Yes 63 Yes 54 Yes P1.4_Lot 1062 60 Yes 63 Yes 54 Yes P1.4_Lot 1063 60 Yes 63 Yes 54 Yes P1.4_Lot 1064 58 Yes 62 Yes 56 Yes P1.4_Lot 1065 56 Yes 61 Yes 54 Yes P1.4_Lot 1066 56 Yes 60 Yes 53 Yes P1.4_Lot 1067 55 Yes 60 Yes 53 Yes P1.4_Lot 1068 56 Yes 60 Yes 53 Yes P1.4_Lot 1069 56 Yes 60 Yes 54 Yes P1.4_Lot 1070 56 Yes 61 Yes 54 Yes P1.4_Lot 1071 57 Yes 61 Yes 54 Yes P1.4_Lot 1072 57 Yes 61 Yes 55 Yes P1.4_Lot 1073 57 Yes 61 Yes 54 Yes P1.4_Lot 1074 56 Yes 61 Yes 54 Yes P1.4_Lot 1075 56 Yes 60 Yes 54 Yes P1.4_Lot 1076 57 Yes 59 Yes 52 Yes P1.4_Lot 1077 57 Yes 59 Yes 52 Yes P1.4_Lot 1078 57 Yes 59 Yes 53 Yes P1.4_Lot 1079 56 Yes 59 Yes 51 Yes P1.4_Lot 1080 56 Yes 59 Yes 51 Yes P1.4_Lot 1081 56 Yes 59 Yes 51 Yes P1.4_Lot 1082 56 Yes 59 Yes 52 Yes P1.4_Lot 1083 56 Yes 59 Yes 52 Yes P1.4_Lot 1084 56 Yes 59 Yes 52 Yes P1.4_Lot 1085 56 Yes 59 Yes 53 Yes P1.4_Lot 1086 53 Yes 58 Yes 52 Yes P1.4_Lot 1163 54 Yes 59 Yes 54 Yes P1.4_Lot 1164 55 Yes 59 Yes 54 Yes P1.4_Lot 1165 55 Yes 60 Yes 54 Yes P1.4_Lot 1166 57 Yes 60 Yes 54 Yes P1.4_Lot 1167 59 Yes 62 Yes 54 Yes P1.4_Lot 1168 59 Yes 62 Yes 55 Yes P1.5_Lot 1026 58 Yes 65 No 54 Yes P1.5_Lot 1027 57 Yes 65 No 54 Yes P1.5_Lot 1028 59 Yes 66 No 55 Yes P1.5_Lot 1169 58 Yes 62 Yes 56 Yes P1.5_Lot 1170 57 Yes 61 Yes 54 Yes P1.5_Lot 1171 57 Yes 61 Yes 53 Yes P1.5_Lot 1172 57 Yes 60 Yes 53 Yes P1.5_Lot 1173 54 Yes 59 Yes 51 Yes P1.5_Lot 1174 54 Yes 58 Yes 51 Yes P1.5_Lot 1175 53 Yes 58 Yes 50 Yes P1.5_Lot 1176 53 Yes 58 Yes 50 Yes P1.5_Lot 1177 52 Yes 57 Yes 50 Yes P1.5_Lot 1178 52 Yes 57 Yes 50 Yes P1.5_Lot 1179 52 Yes 56 Yes 50 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.5_Lot 1180 52 Yes 56 Yes 49 Yes P1.5_Lot 1181 55 Yes 59 Yes 52 Yes P1.5_Lot 1182 56 Yes 59 Yes 53 Yes P1.5_Lot 1183 57 Yes 60 Yes 54 Yes P1.5_Lot 1184 54 Yes 58 Yes 53 Yes P1.5_Lot 1185 54 Yes 58 Yes 52 Yes P1.5_Lot 1186 54 Yes 58 Yes 52 Yes P1.5_Lot 1187 54 Yes 58 Yes 51 Yes P1.5_Lot 1188 54 Yes 57 Yes 51 Yes P1.5_Lot 1189 54 Yes 57 Yes 51 Yes P1.5_Lot 1190 54 Yes 57 Yes 51 Yes P1.5_Lot 1191 53 Yes 57 Yes 51 Yes P1.5_Lot 1192 54 Yes 57 Yes 52 Yes P1.5_Lot 1193 54 Yes 57 Yes 51 Yes P1.5_Lot 1194 53 Yes 56 Yes 51 Yes P1.5_Lot 1202 52 Yes 56 Yes 51 Yes P1.5_Lot 1203 53 Yes 56 Yes 51 Yes P1.5_Lot 1204 53 Yes 56 Yes 51 Yes P1.5_Lot 1205 52 Yes 56 Yes 51 Yes P1.5_Lot 1206 52 Yes 55 Yes 50 Yes P1.5_Lot 1207 52 Yes 55 Yes 50 Yes P1.5_Lot 1220 52 Yes 55 Yes 51 Yes P1.5_Lot 1221 51 Yes 55 Yes 50 Yes P1.5_Lot 1226 51 Yes 53 Yes 50 Yes P1.5_Lot 1227 51 Yes 54 Yes 51 Yes P1.5_Lot 1228 52 Yes 54 Yes 51 Yes P1.5_Lot 1229 52 Yes 55 Yes 51 Yes P1.5_Lot 1241 65 No 66 No 54 Yes P1.5_Lot 1242 65 No 66 No 50 Yes P1.5_Lot 1243 65 No 66 No 49 Yes P1.5_Lot 1244 65 No 66 No 49 Yes P1.5_Lot 1245 65 No 66 No 49 Yes P1.5_Lot 1246 65 No 66 No 49 Yes P1.5_Lot 1247 65 No 66 No 49 Yes P1.5_Lot 1248 64 No 66 No 49 Yes P1.5_Lot 1249 64 No 66 No 49 Yes P1.5_Lot 1250 64 No 66 No 49 Yes P1.5_Lot 1251 64 No 66 No 50 Yes P1.5_Lot 1335 62 Yes 66 No 56 Yes P1.5_Lot 1336 59 Yes 62 Yes 58 Yes P1.5_Lot 1337 58 Yes 61 Yes 57 Yes P1.5_Lot 1338 56 Yes 60 Yes 56 Yes P1.5_Lot 1339 56 Yes 59 Yes 55 Yes P1.5_Lot 1340 55 Yes 58 Yes 54 Yes P1.5_Lot 1341 54 Yes 57 Yes 54 Yes P1.5_Lot 1342 54 Yes 57 Yes 53 Yes P1.5_Lot 1343 54 Yes 56 Yes 53 Yes P1.6_Lot 2004 62 Yes 68 No 58 Yes P1.6_Lot 2005 62 Yes 68 No 59 Yes P1.6_Lot 2006 62 Yes 68 No 59 Yes P1.6_Lot 2007 62 Yes 68 No 59 Yes P1.6_Lot 2008 62 Yes 68 No 58 Yes P1.6_Lot 2009 61 Yes 67 No 58 Yes P1.6_Lot 2010 61 Yes 67 No 57 Yes P1.6_Lot 2011 60 Yes 66 No 56 Yes P1.6_Lot 2012 59 Yes 66 No 56 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.6_Lot 2013 59 Yes 66 No 56 Yes P1.6_Lot 2014 59 Yes 68 No 57 Yes P1.6_Lot 2015 54 Yes 60 Yes 53 Yes P1.6_Lot 2016 57 Yes 61 Yes 56 Yes P1.6_Lot 2017 58 Yes 61 Yes 54 Yes P1.6_Lot 2018 58 Yes 62 Yes 54 Yes P1.6_Lot 2019 59 Yes 62 Yes 54 Yes P1.6_Lot 2020 59 Yes 62 Yes 54 Yes P1.6_Lot 2021 59 Yes 62 Yes 54 Yes P1.6_Lot 2022 59 Yes 62 Yes 53 Yes P1.6_Lot 2023 60 Yes 63 Yes 54 Yes P1.6_Lot 2024 60 Yes 63 Yes 54 Yes P1.6_Lot 2025 60 Yes 64 No 55 Yes P1.6_Lot 2030 55 Yes 60 Yes 52 Yes P1.6_Lot 2031 54 Yes 59 Yes 52 Yes P1.6_Lot 2032 54 Yes 59 Yes 52 Yes P1.6_Lot 2033 54 Yes 58 Yes 52 Yes P1.6_Lot 2034 54 Yes 58 Yes 52 Yes P1.6_Lot 2035 53 Yes 58 Yes 51 Yes P1.6_Lot 2036 53 Yes 58 Yes 51 Yes P1.6_Lot 2037 53 Yes 58 Yes 51 Yes P1.6_Lot 2038 53 Yes 57 Yes 51 Yes P1.6_Lot 2039 54 Yes 58 Yes 53 Yes P1.6_Lot 2040 54 Yes 59 Yes 53 Yes P1.6_Lot 2041 58 Yes 64 No 56 Yes P1.6_Lot 2042 56 Yes 61 Yes 55 Yes P1.6_Lot 2043 55 Yes 60 Yes 53 Yes P1.6_Lot 2044 54 Yes 58 Yes 53 Yes P1.6_Lot 2045 53 Yes 57 Yes 52 Yes P1.6_Lot 2046 53 Yes 57 Yes 52 Yes P1.6_Lot 2047 54 Yes 58 Yes 53 Yes P1.6_Lot 2048 54 Yes 59 Yes 54 Yes P1.6_Lot 2049 55 Yes 59 Yes 54 Yes P1.6_Lot 2050 55 Yes 60 Yes 54 Yes P1.6_Lot 2051 56 Yes 61 Yes 55 Yes P1.6_Lot 2052 58 Yes 63 Yes 56 Yes P1.6_Lot 2053 59 Yes 68 No 55 Yes P1.6_Lot 2054 58 Yes 65 No 57 Yes P1.6_Lot 2055 58 Yes 65 No 56 Yes P1.6_Lot 2056 56 Yes 60 Yes 55 Yes P1.6_Lot 2057 55 Yes 59 Yes 54 Yes P1.6_Lot 2058 55 Yes 58 Yes 53 Yes P1.6_Lot 2059 54 Yes 58 Yes 53 Yes P1.6_Lot 2060 54 Yes 57 Yes 52 Yes P1.6_Lot 2061 54 Yes 57 Yes 52 Yes P1.6_Lot 2062 51 Yes 55 Yes 50 Yes P1.6_Lot 2063 52 Yes 55 Yes 50 Yes P1.6_Lot 2064 52 Yes 55 Yes 50 Yes P1.6_Lot 2065 52 Yes 55 Yes 51 Yes P1.6_Lot 2066 52 Yes 55 Yes 50 Yes P1.6_Lot 2067 51 Yes 55 Yes 50 Yes P1.6_Lot 2068 52 Yes 55 Yes 50 Yes P1.6_Lot 2069 52 Yes 54 Yes 50 Yes P1.6_Lot 2070 52 Yes 55 Yes 50 Yes P1.6_Lot 2071 51 Yes 55 Yes 49 Yes P1.6_Lot 2072 53 Yes 55 Yes 52 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.6_Lot 2073 53 Yes 55 Yes 52 Yes P1.6_Lot 2074 53 Yes 55 Yes 52 Yes P1.6_Lot 2075 53 Yes 56 Yes 52 Yes P1.6_Lot 2076 53 Yes 56 Yes 53 Yes P1.6_Lot 2077 53 Yes 56 Yes 53 Yes P1.6_Lot 2078 54 Yes 57 Yes 51 Yes P1.6_Lot 2079 54 Yes 57 Yes 52 Yes P1.6_Lot 2080 53 Yes 56 Yes 50 Yes P1.6_Lot 2081 53 Yes 56 Yes 51 Yes P1.6_Lot 2082 52 Yes 56 Yes 50 Yes P1.6_Lot 2083 52 Yes 55 Yes 49 Yes P1.6_Lot 2084 51 Yes 55 Yes 49 Yes P1.6_Lot 2085 51 Yes 55 Yes 49 Yes P1.6_Lot 2086 51 Yes 54 Yes 49 Yes P1.6_Lot 2087 51 Yes 54 Yes 49 Yes P1.6_Lot 2088 52 Yes 55 Yes 51 Yes P1.6_Lot 2089 52 Yes 55 Yes 50 Yes P1.6_Lot 2090 53 Yes 56 Yes 52 Yes P1.6_Lot 2091 54 Yes 56 Yes 53 Yes P1.6_Lot 2092 53 Yes 56 Yes 52 Yes P1.6_Lot 2093 53 Yes 56 Yes 52 Yes P1.6_Lot 2094 54 Yes 56 Yes 52 Yes P1.6_Lot 2095 54 Yes 56 Yes 52 Yes P1.6_Lot 2096 54 Yes 57 Yes 53 Yes P1.6_Lot 2097 54 Yes 57 Yes 53 Yes P1.6_Lot 2098 55 Yes 58 Yes 54 Yes P1.6_Lot 2099 54 Yes 58 Yes 52 Yes P1.6_Lot 2100 54 Yes 57 Yes 51 Yes P1.6_Lot 2101 53 Yes 57 Yes 50 Yes P1.6_Lot 2102 53 Yes 57 Yes 50 Yes P1.6_Lot 2103 53 Yes 56 Yes 50 Yes P1.6_Lot 2104 53 Yes 56 Yes 49 Yes P1.6_Lot 2105 52 Yes 56 Yes 49 Yes P1.6_Lot 2106 52 Yes 56 Yes 49 Yes P1.6_Lot 2107 52 Yes 55 Yes 49 Yes P1.6_Lot 2108 56 Yes 60 Yes 55 Yes P1.6_Lot 2109 56 Yes 59 Yes 55 Yes P1.6_Lot 2110 56 Yes 59 Yes 54 Yes P1.6_Lot 2111 56 Yes 59 Yes 54 Yes P1.6_Lot 2112 55 Yes 59 Yes 54 Yes P1.6_Lot 2113 55 Yes 59 Yes 54 Yes P1.6_Lot 2114 55 Yes 58 Yes 53 Yes P1.6_Lot 2115 54 Yes 58 Yes 53 Yes P1.6_Lot 2116 54 Yes 58 Yes 52 Yes P1.6_Lot 2117 53 Yes 57 Yes 50 Yes P1.6_Lot 2118 54 Yes 58 Yes 51 Yes P1.6_Lot 2132 53 Yes 57 Yes 52 Yes P1.6_Lot 2133 52 Yes 56 Yes 51 Yes P1.6_Lot 2134 53 Yes 56 Yes 49 Yes P1.6_Lot 2135 53 Yes 56 Yes 49 Yes P1.6_Lot 2136 54 Yes 56 Yes 49 Yes P1.6_Lot 2137 54 Yes 57 Yes 49 Yes P1.6_Lot 2138 53 Yes 56 Yes 50 Yes P1.6_Lot 2139 51 Yes 56 Yes 50 Yes P1.6_Lot 2140 51 Yes 55 Yes 50 Yes P1.6_Lot 2141 51 Yes 55 Yes 50 Yes


Lot No.



L10,18hr L10,18hr dB(A)


L10,18hr L10,18hr dB(A)


L10,18hr P1.6_Lot 2142 51 Yes 54 Yes 50 Yes P1.6_Lot 2143 52 Yes 55 Yes 50 Yes P1.6_Lot 2144 53 Yes 55 Yes 51 Yes P1.6_Lot 2145 53 Yes 55 Yes 50 Yes P1.6_Lot 2146 52 Yes 55 Yes 49 Yes P1.6_Lot 2147 52 Yes 55 Yes 48 Yes P1.6_Lot 2148 52 Yes 54 Yes 49 Yes P1.6_Lot 2152 52 Yes 55 Yes 50 Yes P1.6_Lot 2153 53 Yes 55 Yes 51 Yes P1.6_Lot 2154 52 Yes 55 Yes 51 Yes P1.6_Lot 2155 52 Yes 56 Yes 51 Yes P1.6_Lot 2156 52 Yes 56 Yes 51 Yes P1.6_Lot 2157 53 Yes 56 Yes 50 Yes P1.6_Lot 2158 53 Yes 56 Yes 50 Yes P1.6_Lot 2159 53 Yes 55 Yes 50 Yes P1.6_Lot 2160 53 Yes 55 Yes 50 Yes P1.6_Lot 2161 52 Yes 55 Yes 49 Yes P1.6_Lot 2162 52 Yes 55 Yes 49 Yes P1.6_Lot 2163 52 Yes 55 Yes 49 Yes P1.6_Lot 2164 52 Yes 55 Yes 50 Yes P1.6_Lot 2165 52 Yes 55 Yes 49 Yes P1.6_Lot 2166 52 Yes 54 Yes 49 Yes

Noise contour maps showing the traffic noise levels across Area 1 are presented in Appendix G.


6. Discussion and Recommendations

Traffic noise propagation modelling was carried out considering the future traffic flows for a planning horizon of 2051. The results of the noise propagation modelling indicate that, without noise mitigation measures, the proposed development site will be impacted by traffic noise from Teviot Road, Greenbank Road and the major internal collector roads.

A noise control strategy has been adopted in the planning of the Everleigh development. The general objectives of the noise control strategy are as follows:

1. Ensure that at all allotments, there is at least one private open space (outdoor living area) which complies with the traffic noise criterion of 60dB(A) L10,18hr (free-field).

2. Ensure compliance with the façade traffic noise criterion of 63dB(A) L10,18hr at all allotments where it is practical to do so (i.e. where noise barrier or acoustic setback is feasible). Typically, for traffic noise levels of 63dB(A) or lesser, standard construction of the building envelope is acceptable.

3. At allotments where noise barrier or acoustic setback is not feasible and traffic noise criterion of 63dB(A) L10,18hr is exceeded, the building envelope should be constructed in accordance with QDC MP4.4 or AS 3671-1989 to ensure compliance with the internal noise criteria from AS/NZS 2107:2016.

The proposed noise mitigation measures are as follows:

Noise barrier along Teviot Road;

Noise barrier along major internal collector roads (Everleigh Drive), at rear-loaded allotments where the outdoor living areas face the road;

Acoustic setback along Greenbank Road;

For front-loaded allotments on the major internal collector roads, ensure that outdoor living areas are located on the protected façade;

Acoustic setback along internal collector roads (allotments separated from road by linear parks); and

Acoustic design to be carried out at the building approval stage for any dwellings where the traffic noise criterion is exceeded. This may include upper floors of two storey houses and houses on front loaded allotments facing internal collector roads.

Summary of the recommended noise control measures is presented in Figure 6.1.


Figure 6.1 Noise control measures – Area 1

Legend

▬ Noise barrier, 1.8m high

██ Acoustic design required to upper floor only

██ Acoustic design required to ground and upper floors

Acoustic setback

Refer to “Noise Impact Assessment for Everleigh RoL 5” for noise control measures within RoL 5 (report ref. ATP170617-R-TNIA-

01_RoL 5, dated 24/03/2020)


6.1 Noise barriers

6.1.1 Noise barrier along Teviot Road

The noise barrier generally follows the western site boundary along Teviot Road. The alignment and height of the noise barrier is described in Table 6.1.

Table 6.1 Noise barrier along Teviot Road Location Description Height of noise barrier

Precinct 1.5 Starts at Lot 1335, 45m north of southern boundary 1.8m

Finishes at Lot 1026, joining noise barrier at Precinct 1.4 1.8m

Precinct 1.4

Starts at Lot 1024 1.8m

Finishes at Lot 1002 1.8m

Return along whole northern boundary of Lot 1002 1.8m

Precinct 1.1

Starts at Lot 2001 1.8m

Return along whole southern boundary of Lot 2001 1.8m

Finishes at Lot 2003, joining noise barrier at Precinct 1.6 1.8m

Precinct 1.6 Starts at Lot 2004 1.8m

Finishes at Lot 2055, joining noise barrier at RoL 5 development precinct north of Area 1 1.8m

Civil engineering drawings of Precincts 1.1, 1.2, 1.3 and 1.4 have been completed by Premise. Earthworks and construction of the noise barrier has already been carried out in several areas.

The noise barrier and retaining walls should be constructed as per the civil engineering drawings by Premise (refer to Appendix H). For areas awaiting detailed engineering design, including Precincts 1.5, 1.6 and the future development area to the north, the recommended levels of the noise barrier are presented in Table 6.2.

Table 6.2 Noise barrier along Teviot Road – Levels Area 1 Precinct 1.6:

Lot No. Pad level Top of

retaining wall, RL

Retaining wall height above pad

level

Noise barrier height

Top of noise

barrier, RL

Height of retaining

wall + noise barrier

2009 68.60 70.60 2.00 1.80 72.40 3.80

2010 69.25 71.35 2.10 1.80 73.15 3.90

2011 69.65 72.00 2.35 1.80 73.80 4.15

2012 69.95 72.20 2.25 1.80 74.00 4.05

2013 70.20 72.30 2.10 1.80 74.10 3.90

2038 70.40 72.30 1.90 1.80 74.10 3.70

2051 70.00 72.00 2.00 1.80 73.80 3.80

2052 69.60 72.00 2.40 1.80 73.80 4.20

2053 69.70 72.00 2.30 1.80 73.80 4.10


Precinct 1.5:

Lot No. Lot level Top of

retaining wall, RL

Retaining wall height above lot

level

Noise barrier height

Top of noise

barrier, RL

Height of retaining

wall + noise barrier

Lot 1135 (northern extent) 57.70 57.70 0.00 1.80 59.50 1.80

Lot 1135 (southern extent) 55.50 55.50 0.00 1.80 57.30 1.80

The finished pad levels of the first row of allotments generally sits below the height of Teviot Road. As such, retaining walls will be (or have already been) constructed at the allotments along Teviot Road. The noise barrier must be positioned on top of the retaining wall. Positioning the noise barrier on top of the retaining wall will maximise screening of road traffic noise. Locating the noise barrier on the site boundary, in close proximity to the noise sensitive outdoor living areas, will also maximise the “acoustic shadow”. Recommended location of the noise barrier relative to the allotments on Teviot Road is presented in Figure 6.2.

Figure 6.2 Noise barrier – 3d perspective

The height of the noise barrier in Area 1 should be 1.8m measured from the top of the retaining wall.

6.1.2 Noise barrier along Everleigh Drive

The noise barrier follows the northern boundary of the rear-loaded lots adjacent to Everleigh Drive.

The noise barrier in this section should be constructed as per the civil engineering drawings by Premise (refer to Appendix H).

The alignment and height of the noise barrier is described in Table 6.3.

Teviot Road

Finished pad levels

Proposed retaining walls (heights vary)

1.8m noise barrier

Outdoor living areas at rear of

allotments


Table 6.3 Noise barrier along Everleigh Drive Location Description Height of noise barrier

Precinct 1.3

Starts at Lot 1029 1.8m Return along western boundary of Lot 1029 (barrier extends

to 6m from front boundary) 1.8m

Finishes at Lot 1038 1.8m Return along eastern boundary of Lot 1038 (barrier extends


Starts at Lot 1115 1.8m Return along western boundary of Lot 1115 (barrier extends


Finishes at Lot 1122 1.8m

Acceptable form of construction for the noise barriers is as follows:

Material with minimum surface density of 15kg/m2, e.g. timber palings with minimum thickness 20mm; fibre-cement sheeting with minimum thickness of 12mm; modular acoustic panels; masonry; and aerated concrete.

The noise barrier should be free of any gaps. If the noise barrier is constructed of timber palings, planks should have minimum 35mm overlap.

The noise barrier should be of durable construction.

A typical timber noise barrier fence construction is illustrated in Figure 6.3.

Figure 6.3 Typical timber noise barrier fence

Posts and Bottom Railing Treated to H4 Hazard

No gaps between the ground and

fence

1.8m 1.5 – 3.0m


6.2 Acoustic setbacks

Interface Lots along Greenbank Road:

Acoustic buffer zone of 40m (for low-set dwellings) and 60m (for high-set dwellings) is the preferred noise control strategy and will eliminate the need for a noise barrier along Greenbank Road. Outside the buffer zone no acoustic design is required.

Buildings located within 40m buffer from the site boundary require acoustic design to the ground and upper floors. Buildings located 40 to 60m from the site boundary require acoustic design to the upper floors only. Beyond 60m no acoustic design will be required.

Private open spaces at the Interface Lots should have minimum setback distance of 40m from the site boundary. If the private open spaces are protected by 1.8m high noise barrier, or located in a protected courtyard recessed into the building, the private open spaces are allowed to be within 40m of the site boundary.

6.3 Front loaded lots facing Everleigh Drive

Front loaded lots facing Everleigh Drive will have traffic noise impacts on the most exposed façade. The noise affected lots are identified in Figure 6.1.

At the building approval stage, future houses at the noise affected lots should be designed and constructed as per AS 3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4 to mitigate intrusion of traffic noise into habitable rooms.

At the front loaded lots facing Everleigh Drive it is recommended to locate the private open spaces at the rear of the houses. Provided that the private open spaces are located along the protected rear façades (facing away from the road), or in a protected courtyard recessed into the side of the buildings, compliance with the traffic noise criterion will be achieved.

Typical layout showing outdoor living area located on the protected façade is presented in Figure 6.4.


Figure 6.4 Outdoor living area on protected facade

6.4 Summary of lots requiring acoustic design

The results of the noise propagation modelling indicate that the proposed noise control strategy is effective at minimising the traffic noise impacts on the development.

Private Open Spaces – With the proposed noise barriers and acoustic setbacks, compliance with the traffic noise criterion for private open spaces can be achieved at all allotments.

Building Facades – Some allotments will require acoustic design to the building envelope to mitigate intrusion of traffic noise at the most exposed façade. Any allotments which are predicted to exceed the traffic noise criterion of 63dB(A) L10,18hr will require acoustic design as per AS 3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4. The following is concluded:

Ground floors

The traffic noise levels at the ground floors of the future dwellings will be compliant at all allotments, except the front-loaded lots facing Everleigh Drive and within the 40m buffer along Greenbank Road.

Upper floors

The noise control measures are primarily designed to protect the ground floors of the allotments. The traffic noise levels at the upper floors of future dwellings in close proximity to Teviot Road and Everleigh Drive will exceed the traffic noise criterion.

Noise Source

Protected Backyard/

Patio


The lots which are predicted to exceed the traffic noise criterion of 63dB(A) L10,18hr are listed in Table 6.4.

Table 6.4 Lots requiring acoustic design

Precinct Acoustic requirements

Ground floor Upper floor

Precinct 1.1

Acoustic design required for: Lot 1252 Lot 1253 Lot 1254 Lot 1255 Lot 1256 Lot 1257 Lot 1258 Lot 1259 Lot 1260

Acoustic design required for: Lot 1252 Lot 1253 Lot 1254 Lot 1255 Lot 1256 Lot 1257 Lot 1258 Lot 1259 Lot 1260 Lot 2001 Lot 2002 Lot 2003 Lot 2026

Precinct 1.2 None None

Precinct 1.3

None Acoustic design required for: Lot 1002 Lot 1003 Lot 1029 Lot 1030 Lot 1031 Lot 1032 Lot 1033 Lot 1034 Lot 1035 Lot 1036 Lot 1037 Lot 1038 Lot 1115 Lot 1116 Lot 1122

Precinct 1.4

None Acoustic design required for: Lot 1004 Lot 1005 Lot 1006 Lot 1007 Lot 1008 Lot 1009 Lot 1010 Lot 1011 Lot 1012 Lot 1013


Precinct Acoustic requirements

Ground floor Upper floor

Lot 1014 Lot 1015 Lot 1016 Lot 1017 Lot 1018 Lot 1019 Lot 1020 Lot 1021 Lot 1022 Lot 1023 Lot 1024 Lot 1025

Precinct 1.5

Acoustic design required for: Lot 1241 Lot 1242 Lot 1243 Lot 1244 Lot 1245 Lot 1246 Lot 1247 Lot 1248 Lot 1249 Lot 1250 Lot 1251

Acoustic design required for: Lot 1026 Lot 1027 Lot 1028 Lot 1241 Lot 1242 Lot 1243 Lot 1244 Lot 1245 Lot 1246 Lot 1247 Lot 1248 Lot 1249 Lot 1250 Lot 1251 Lot 1335

Precinct 1.6

None Acoustic design required for: Lot 2004 Lot 2005 Lot 2006 Lot 2007 Lot 2008 Lot 2009 Lot 2010 Lot 2011 Lot 2012 Lot 2013 Lot 2014 Lot 2025 Lot 2041 Lot 2053 Lot 2054 Lot 2055

For any dwellings where the traffic noise criterion is exceeded, the most practical approach is acoustic treatment to the building envelope (external walls, windows and roof/ceiling). At the building


approval stage, the houses on the affected allotments should be designed and constructed as per AS 3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4 to mitigate intrusion of traffic noise into habitable rooms.

6.4.1 Noise control measures outside Area 1

Refer to “Noise Impact Assessment for Everleigh RoL 5” for noise control measures within RoL 5 (report ref. ATP170617-R-TNIA-01_RoL 5, dated 24/03/2020).

Refer to “Traffic Noise Impact Assessment – Everleigh, Greenbank: Precinct 2 – RoL Application; Area 1 – Review of Previous Noise Impact Assessment” (report ref. ATP170617-R-TNIA-01_Precinct 2 RoL and Area 1 Review, Issue 1 dated 5 March 2019) for noise control measures required for Precinct 2, the interface lots along Greenbank Road and the allotments located near the “South entry road”.



7. Conclusions

Based on the results of the traffic noise impact assessment for Area 1 of the Everleigh development, the following is concluded:

Noise barriers must be constructed along Teviot Road and Everleigh Drive.

No noise control measures are required along Greenbank Road, provided that dwellings have minimum setback distance of 40m for low-set buildings and 60m for high-set buildings.

The ground and upper floors of front-loaded lots adjacent to Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.

The upper floors of the allotments located in close proximity to Teviot Road and Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.



8. References

Australian Standard AS1055.1-1997 (Acoustics - Description and Measurement of

Environmental Noise Part 1: General Procedures)

Australian Standard AS1055.2-1997 (Acoustics - Description and Measurement of Environmental Noise Part 2: Application to Specific Situations)

Australian Standard AS/NZS 2107:2016 (Acoustics – Recommended design sound levels and reverberation times for building interiors)

Australian Standard ASIEC61672.1-2004 (Electroacoustics - Sound level meters – Specifications)

Australian Standard AS3671-1989 (Acoustics – Road Traffic Noise Intrusion – Building siting and construction)

Department of State Development Infrastructure and Planning, State Development Assessment Provisions (Version 2.6), February 2020

Department of Transport and Main Roads, 2013, Transport Noise Management: Code of Practice, Volume 1 – Road Traffic Noise

Department of Transport and Main Roads, Development on land affected by environmental emissions, Version 4, October 2017

Logan City Council, 2015, Logan Planning Scheme 2015

Queensland Government, 2010, ‘Queensland Development Code (QDC) MP4.4 (Buildings in a Transport Noise Corridor)’


9. Appendices

Appendix A – Area 1 lot layout

Appendix B – Site photos

Appendix C – Meteorological data

Appendix D – Noise measurement results

Appendix E – Average weekday traffic volumes, 2051

Appendix F – Validation of traffic noise model

Appendix G – Traffic noise levels

Appendix H – Civil engineering drawings

Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment

Appendix A – Area 1 lot layout

GREENBANK RECONFIGURATION OF A LOT PLAN - ROL 1 - SHEET 1 OF 4

28.0

14.0

16.5

16.0

19.9

12.5

30.0 30.0

18.0

28.0

12.5

14.0

30.0

6.1

14.0

15.4

8.1

30.0

12.1

10.0 16.0

33.3

18.0

14.0

20.0

32.0

16.0

20.0

12.5

21.8

5.3

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12.8

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30.8

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16.0

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28.0

17.5

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5.6

5.6

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30.0

7.5

7.5

7.57.5

11.3

7.5

11.3

14.0

12.5

12.5

30.0

12.5

14.0

30.0

16.0

16.0

14.014.0

32.0

26.5

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23.7

18.0

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16.012.5

14.012.5

14.0 10.0

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12.5

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17.0

14.033.8

20.0

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32.0

29.2

17.4

16.0

25.5

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12.5

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18.0

16.0

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14.1

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15.8

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16.0

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32.0

12.5

30.0

30.0

12.5

30.0

30.8

14.0

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16.0

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32.5

30.7

31.5

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33.5

16.0

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32.1

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32.1

10.9

12.2

23.2

12.5

14.0

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14.0

30.0

14.9

29.0

30.0

12.5

14.0

23.3

12.5

14.0

25.2

12.5

12.5

15.0

14.0

16.4

16.0

32.0

30.0

14.0

16.0

20.0

30.0

18.0

14.0

20.5

12.5

16.5

15.9

18.2

14.8

15.4

14.5

15.4

17.7

15.4

30.0

16.0

18.0

12.3

14.7

13.9

13.9

14.4

19.2

13.9

14.3

17.1

15.0

15.3

14.0

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12.5

14.0

14.0

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16.0

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14.4

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16.2

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28.0

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16.4

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12.5 14.0

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33.9

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12.5

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32.3

16.0

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15.0

15.3

14.0

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12.5

5.6

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30.0

24.1

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28.0

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22.0

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375m²

14.0 14.0

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1187

439m² 392m²

TEVI

OT

RO

AD

GREENBANK ROAD

1,01

2m²

1002

420m

²

1003

420m

²

1004

375m

²

1005

375m

²

1006

420m

²

1007

420m

²

1008

480m

²

1009

375m

²

1010

300m²1011300m²1012

446m

²

1013

570m

²

1014

375m

²

1015

300m²1016

375m

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1017

375m

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1018

420m

²

1019

420m

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1020

480m

²

1021

480m

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1022

540m

²

1023

968m²

1024

631m²

1025

635m

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1026

527m

²

1027

496m

²

1028

544m²

1029

532m²

1030

480m²

1031

480m²

1032

420m²

1033

420m²

1034

420m²

1035

1036

304m

²10

37

433m²

1038

575m²

1039

540m²

1040

480m²

1041

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1042

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1043

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1044

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1046

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1047

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1048

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1049

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1050

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1051

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1052

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1053

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480m²1060

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480m²1062

480m²1063

660m²

1064

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1065

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1066

480m²

1067

480m²

1068

420m²

1069

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1070

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1071

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1075

445m²

1076

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1077

420m²

1078

618m²1079

540m²1080

420m²1081

300m²1083

300m²1084

480m²1082

495m²

1085

392m²

1086

392m²1087

383m²

1088

480m²

1091

300m²1089300m²1090

420m²

1092

420m²

1093

480m²

1094

420m²

1095

375m²

1096

451m²

1097

607m²

1098

512m²

1099

613m²

1100

541m²

1101

375m²

1102

420m²

1103

375m²

1104

300m²1105

403m²

1106

501m²

1107

453m²

1108

405m²

1109

565m²

1110

446m² 1111

480m² 1112

540m² 1113

582m² 1114

433m²

1115

495m²

1116

433m²

1117

387m²

1118

430m²

1119

480m²

1120

540m²

1121

787m²

1122

511m²

1123

480m²

1124

420m²

1125

480m²

1126

420m²

1127

493m²

1128

383m²

1129

392m²

1130

392m²

1131

495m²

1132

493m² 1133

420m² 1134

480m² 1135

375m²

1136

375m² 1137

482m²

1138

439m² 1139

392m² 1140

300m

²114

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495m²

1142

633m²

1143

375m²

1144

420m²

1145

471m²

1146

471m²1147

420m²1148

375m²1149

505m²1150

366m

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51

300m

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52

300m

²11

53

531m²

1154

383m²

1155

280m²1156

350m²

1157

408m²

1158

300m²

1159

420m²

1160

420m²

1161

375m²

1162

375m²

1163

480m²

1164

540m²

1165

633m²

1166

549m

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420m

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503m²

1169

448m²

1170

448m²

1171

503m²

1172

705m

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1173

375m²1174

480m²1175

375m²1176

375m²1177

420m²1178

420m²1179300m

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537m

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375m

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420m

²1183

420m

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1184

375m

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1185

375m

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1186

700m

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1188

1189

392m²

1190

439m²

1191

480m

²1192

526m

²1193435m²

1194

272m²1195

188m²1196

188m²1197

188m²1198

188m²1199

188m²1200

272m²1201

604m

²

1202300m²1203

632m²

1204

576m²

1205

512m²

1206

632m²

1207

683m

²1208 375m²

1209 375m²

1210

300m²

1211

300m²

1212 375m²

1213 441m²

1214419m²

1215

499m²

1216

378m²

1217375m²

1218

674m²

1219

421m²

1220

392m²

1221

444m²1222

300m²

1223509m²

1224

476m²

1225

559m²

1226

375m²

1227420m²

1228629m²

1229

354m²

1231

401m²

1232 506m²

1233 375m²

1234 420m²

1235 420m²

1236 480m²

1237 540m²

1238

565m²

1239 420m²

1240 752m²

1241

657m²1242

600m²

1243

540m²

1244

420m²

1245

375m²

1246

477m²

1247

463m²

1248

595m²

1249

529m²12

50438m²

1251

432m²

1252

440m²

1253

440m²

1254

440m²

1255464m²

1256386m²

1257505m²

1258568m²

1259666m²

1260

536m²

1261

400m²

1262

503m²

1263

763m²

1264

417m²

1265

396m²

1266

396m²

1267

396m²

1268 424m²

1269

426m²

1270 495m²

1271 557m²

1272 433m²

1273 438m²

1274 375m²

1275 420m²

1276

540m²

1277 425m²

1278

448m²

1279503m²

1280

392m²

1281401m²

1282321m² 1283401m²

1284

391m²

1285

524m²

1286

389m²

1287

443m²

1288

507m²

1289

498m²

1290

578m²

1291

574m²

1292517m²

1293731m²

1294

555m²

1295

480m²

1296

420m²

1297

493m²

1298

420m²

1299

375m²

1300

375m²

1301

580m²

1302

522m²

1303

420m²

1304 375m²

1305 375m²

1306 413m²

1307 411m²

1308

495m²

1327 395m²

1328 395m²

1329 386m²

1330

431m²

1331

420m²

1332

480m²

1333

501m²

1334

554m²

1323

480m²

1324

420m²

1325

544m²

1326

438m²

1309

420m²

1310

375m²

1311

375m²

1312

420m²

1313

695m² 1314

480m² 1315

420m² 1316

826m² 1317

750m²

1318

480m²

1319 420m²

1320 375m²

1321

519m²

1322

540m

²

2001

480m

²

2002

480m

²

2003

420m

²

2004

420m

²

2005

420m

²

2006

375m

²

2007

375m

²

2008

375m

²

2009

420m

²

2010

540m

²

2011

480m

²

2012

500m

²

2013

383m²

2016

392m²

2015

392m²

2040

495m²

2039

375m² 2038

375m²

2017

375m²

2018

375m²

2019

300m²2020

375m²

2021

420m²

2022

525m²

2024

398m²

2025

503m²

2026

448m²

2027

448m²

2028

503m²

2029

398m² 2030

525m² 2031

420m² 2033

375m² 2034

300m²2035

375m² 2036

375m² 2037

720m²

2014

480m²

2041

420m²

2042

420m²

2043

375m²

2044

375m²

2045

546m²

2046

546m²

2047

375m²

2048

375m²

2049

420m²

2050

420m²

2051

480m²

2052

720m²

2053

598m

²

2054

480m

²

2055 503m²

2056

448m²

2057

448m²

2058

503m²

2059

592m²

2098

480m²

2097

420m²

2096

420m²

2095

420m²

2094

375m²

2093

420m²

2092

375m²

2091

547m²

2090

547m²

2107

375m²

2106

420m²

2105

375m²

2104

420m²

2103

420m²

2102

420m²

2101

480m²

2100

592m²

2099

486m²

2108

375m²

2109

420m²

2110

375m²

2111

480m²

2112

420m²

2113

540m²

2114

420m²

2115

531m²

2116

531m²

2119

420m²

2120

540m²

2121

420m²

2122

480m²

2123

375m²

2124

420m²

2125

375m²

2126

486m²

2127 471m²

2128

375m²

2129

420m²

2130

516m²

2131

420m²

2118420m

²

2117

375m²

2157

375m²

2158

479m²

2159

479m²

2154

375m² 2155

375m² 2156

420m² 2133

420m²

2132

426m²

2134

420m²

2135

420m²

2136

540m²

2137

538m² 2138

420m²

2139

420m² 2140

426m² 2141

14.016.0

14.0

14.0

12.7

14.0

30.0

30.0

12.4

16.0

7883m²

19.8

17.9

30.0

3485m²

1335

3800m²

1336

3800m²

1337

3800m²

1338

4000m²

1339

4000m²

1340

4500m²

1341

4500m²

1342

5003m²1343

5011m²803

62.8

40.0

40.0

40.040.0

40.0

45.0

45.0

51.5

15.2

101.2

100.

0

95.0

10.6

108.4

5.7

13.6

8.9

8.6

10.3

10.5

16.2

14

6.7

10.4

30.4

30.0

21.5

18.0

15197m²

20.0

32.032

.0

20.0 20.0

640m²

2149

640m²

2150

638m²

2151

12.5

10.0

14.0

14.0

29.7

10.0

300m²

1344

8

6.123.2

3.4

11.513

.9

14.0

14.0

13.0

5.9 5.9

Park Lot 802

Park Lot 801

14

11

1112

.5

13.3

27.3

1418

9.3

30

30 30

14.6

16

1614

1412

.511

14.3

30

30 30

14

30

14

1514

15

14.6

30 30

16

16

16

30 30

1616

1414

30

30

14 12.5 14 11 12.5 11.5

1416

14

16

30

30

3030

3030

14 12.5 14 11 12.5 11.5

472m

²42

0m²

480m

²42

0m²

375m²

2073

345m

²20

7234

5m²

2087

375m²

2086

330m

²20

8533

0m²

2074

420m²

2075

420m²

2084

375m²

2083

375m²

2076

420m²

2077

420m²

2082

471m

²42

0m²42

0m²

471m

²47

1m²

480m

²

480m

²47

2m²

446m

²42

0m²

420m

²45

0m² 707m

²42

0m²

422m

²

330m²

375m

²42

0m²

420m

²

429m

²48

1m²

412m

²

330m²

598m

²

615m

²42

0m²

330m²

412m

²

428m

²48

0m²

2160

2161

2089

2088

2070

2071

2081

2080

2079

2078

2061

2060 2062

20632065

2064 2066

20672069

2068

2166

2165

2164

2163

2162

2153

2152

2144

2143

2142

2148

2147

2146

2145

10.0

10.0300m² 300m²2023 2032

LOT TYPE INDICATIVE LOTFRONTAGE

TOTAL

LOTS

Terrace 7.5m wide

Villa 10m wide

Premium Villa 12.5m wide

Courtyard 14m wide

Premium Courtyard 16m wide

Traditional 18m wide

Premium Traditional 20m wide

Interface Lots (Lots 1335 - 1343)

TOTAL RESIDENTIAL LOTS 508 lots

DENSITY (NET RESIDENTIAL DENSITY) 14.98 dw/ha

LEGEND

Site boundary

ROL 1 boundary

Regional Recreation Park

Neighborhood Park

Major Linear Park

Proposed Lot Boundaries

Proposed IndicativeRoad Carriageways

Sales Office (Interim Use)

Sales Centre (Interim Use)

ROL 1 - YIELD SUMMARY

LOCALITY DIAGRAM

SHEET 1 OF 4

LOT 9001 / SP300873

NOTE:Balance lots, while not appearing on ROL 1:Reconfiguration of a Lot Plans, will be included on therelevant survey plans as development progresses.This ROL plan may be changed via complianceassessment in accordance with the ROL 1: Plan ofDevelopment - Design Criteria document.

(BALANCE)

LOT 3 / SP297192 LOT 1 / SP2971921 / SP297195

(BALANCE)2 / SP297195

3 / SP297195

AREA 1

PROJECT NO: ND1309DATE: 12.03.2020DRAWING NO: ROL01-1REV: 16

Scale: 1:3,000 @ A3


Appendix B – Site photos


Photo 1 – Noise monitoring location 1 (Teviot Road), looking south

Photo 2 – Noise monitoring location 1 (Teviot Road), looking west

Noise monitor

Noise monitor


Photo 3 – Noise monitoring location 1 (Teviot Road), looking north-west

Photo 4 – Noise monitoring location 1 (Teviot Road), looking north-east

Noise monitor

Noise monitor


Photo 5 – Noise monitoring location 2 (Greenbank Road)


Appendix C – Meteorological data

Gre

enba

nk (D

efen

ce),

Que

ensl

and

Mar

ch 2

020

Dai

ly W

eath

er O

bser

vatio

ns

IDC

JDW

4156

.202

003

Prep

ared

at 0

0:26

UTC

on

22 M

ar 2

020

Cop

yrig

ht ©

202

0 Bu

reau

of M

eteo

rolo

gyU

sers

of t

his

prod

uct a

re d

eem

ed to

hav

e re

ad th

e in

form

atio

n an

dac

cept

ed th

e co

nditi

ons

desc

ribed

in th

e no

tes

atht

tp://

ww

w.b

om.g

ov.a

u/cl

imat

e/dw

o/ID

CJD

W00

00.p

df

Obs

erva

tions

wer

e dr

awn

from

Gre

enba

nk (D

efen

ce) {

stat

ion

1400

09}

3pm

9am

Max

win

d gu

stSu

nEv

apR

ain

Tem

psD

ayD

ate

MSL

PSp

dD

irnC

ldR

HTe

mp

MSL

PSp

dD

irnC

ldR

HTe

mp

Tim

eSp

dD

irnM

axM

inhP

akm

/h

eigh

ths

%°C

hPa

km/h

ei

ghth

s%

°Clo

cal

km/h

ho

urs

mm

mm

°C°C

4N

NE

4532

.47

SW62

26.6

15:0

819

NE

032

.517

.6Su

16

SSE

3034

.96

W67

27.1

16:5

022

NN

E0

35.8

18.2

Mo

211

ENE

4632

.32

NE

6827

.716

:24

28N

E0

33.5

18.7

Tu3

11E

6128

.5C

alm

99

22.8

12:0

528

SE23

.229

.622

.0W

e4

15N

NE

5129

.84

NE

7226

.812

:20

33N

E1.

231

.020

.0Th

57

NN

E65

30.0

6N

7927

.416

:00

20N

NE

0.6

32.1

23.5

Fr6

9SS

E66

28.1

6S

7627

.917

:34

24SS

E4.

030

.623

.2Sa

711

SE49

27.8

7S

5725

.311

:09

31SS

E0

29.4

19.9

Su8

4SS

E97

20.3

2S

9820

.314

:29

26ES

E5.

221

.519

.9M

o9

9SE

7822

.57

S87

21.1

17:0

726

SE39

.623

.918

.1Tu

107

SE53

25.6

9S

7023

.011

:58

35SE

2.8

27.3

17.3

We

117

SSE

6923

.311

S64

23.4

11:4

830

SSE

0.2

24.7

17.5

Th12

11ES

E53

26.2

9S

6723

.216

:53

33ES

E4.

427

.117

.0Fr

137

ESE

4926

.86

S59

23.7

15:1

722

SE0

28.8

14.7

Sa14

17S

5226

.411

SSW

6523

.312

:57

35SS

W0

27.4

16.6

Su15

9SS

W41

27.0

9SS

W53

22.8

09:4

933

SSE

027

.716

.1M

o16

9SS

E45

26.1

9S

6122

.614

:04

33SE

026

.616

.3Tu

177

E38

28.2

7S

5622

.716

:15

28ES

E0

28.6

13.4

We

182

E39

28.5

6SW

5723

.111

:32

20N

030

.012

.4Th

197

N37

30.1

4W

6723

.517

:14

26N

NE

031

.013

.2Fr

2011

ENE

3832

.29

WN

W65

24.5

15:2

828

E0

33.4

14.7

Sa21

4ES

E66

26.4

017

.8Su

22St

atis

tics

for t

he fi

rst 2

2 da

ys o

f Mar

ch 2

020

852

28.0

668

24.3

29.2

17.6

Mea

n2

E30

20.3

Cal

m

5320

.321

.512

.4Lo

wes

t17

S97

34.9

11#

9927

.935

#39

.635

.823

.5H

ighe

st81

.2To

tal

Loga

n C

ity, Q

ueen

slan

dSe

ptem

ber 2

015

Dai

ly W

eath

er O

bser

vatio

ns

IDC

JDW

4073

.201

509

Prep

ared

at 1

3:05

GM

T on

12

Sep

2016

Cop

yrig

ht ©

201

6 Bu

reau

of M

eteo

rolo

gyU

sers

of t

his

prod

uct a

re d

eem

ed to

hav

e re

ad th

e in

form

atio

n an

dac

cept

ed th

e co

nditi

ons

desc

ribed

in th

e no

tes

atht

tp://

ww

w.b

om.g

ov.a

u/cl

imat

e/dw

o/ID

CJD

W00

00.p

df

Obs

erva

tions

wer

e dr

awn

from

Log

an C

ity W

ater

Tre

atm

ent P

lant

{sta

tion

0408

54}

3pm

9am

Max

win

d gu

stSu

nEv

apR

ain

Tem

psD

ayD

ate

MSL

PSp

dD

irnC

ldR

HTe

mp

MSL

PSp

dD

irnC

ldR

HTe

mp

Tim

eSp

dD

irnM

axM

inhP

akm

/hei

ghth

s%

°ChP

akm

/hei

ghth

s%

°Clo

cal

km/h

hour

sm

mm

m°C

°C6

N0

2524

.16

SW0

6815

.63.

60

25.1

7.5

Tu1

15ES

E1

3523

.22

N2

5416

.44.

00

23.7

6.1

We

226

W1

3126

.06

WSW

789

20.0

4.6

0.8

26.4

13.8

Th3

6ES

E7

4623

.17

WSW

156

18.1

3.2

024

.411

.8Fr

42

W1

7518

.05.

80

23.0

10.7

Sa5

2S

779

17.6

3.8

025

.011

.3Su

619

NN

E5

5524

.4C

alm

692

19.8

2.2

025

.312

.8M

o7

7N

645

26.8

6N

265

21.8

1.6

029

.214

.1Tu

811

ESE

137

21.5

15W

SW1

3918

.03.

20

24.7

9.0

We

915

ESE

352

22.4

2N

NW

162

18.4

4.0

024

.09.

5Th

1017

SSE

656

20.4

15SE

755

19.4

6.2

021

.612

.7Fr

11C

alm

868

18.4

3.2

023

.914

.9Sa

12C

alm

771

18.7

3.8

0.1

23.9

11.7

Su13

11ES

E6

5023

.1C

alm

769

18.9

4.0

024

.411

.2M

o14

7N

NE

159

23.8

2W

271

19.5

4.0

026

.612

.3Tu

157

NE

757

25.0

15SS

W0

7320

.03.

40

29.2

12.9

We

164

NE

893

18.6

7N

NE

893

17.2

2.1

4.6

18.7

15.0

Th17

19S

876

17.4

11SS

W1

6616

.82.

312

.622

.010

.0Fr

1822

S1

5320

.14.

20.

822

.914

.9Sa

199

S3

6219

.35.

40

22.3

10.3

Su20

7EN

E2

5822

.24

SSW

272

19.5

3.1

1.6

23.5

12.6

Mo

217

NW

640

27.0

4S

7718

.84.

00

29.9

12.3

Tu22

22SE

871

17.5

6SE

468

17.9

4.0

022

.212

.6W

e23

19E

246

20.0

6W

SW1

4716

.65.

11.

322

.17.

8Th

2422

SSE

756

20.0

6SW

154

18.2

4.4

023

.08.

1Fr

2511

SW2

6518

.93.

40

23.0

10.6

Sa26

4W

SW2

6618

.94.

00

22.8

10.7

Su27

13N

E4

5523

.74

WN

W4

7417

.92.

84.

210

.1M

o28

025

.8Tu

297

ESE

251

24.9

4SW

060

19.9

11.8

4.2

27.0

10.9

We

30St

atis

tics

for S

epte

mbe

r 201

512

452

22.6

63

6718

.64.

024

.311

.3M

ean

4N

E0

2517

.4C

alm

039

15.6

1.6

18.7

6.1

Low

est

26W

893

27.0

22S

893

21.8

11.8

12.6

29.9

15.0

Hig

hest

117.

230

.2To

tal


Appendix D – Noise measurement results

Date

Day

18hr

day

6am

-12a

m1h

r max

6am

-12a

mTi

me

for 1

hr m

ax18

hr d

ay6a

m-1

2am

8hr n

ight

10pm

-6am

18hr

day

6am

-12a

m8h

r nig

ht10

pm-6

amAR

L En

viro

nmen

tal N

oise

Log

ger

5/03

/202

0Th

ursd

ay—

——

—54

—39

Logg

er S

eria

l Num

ber

15-2

03-5

376/

03/2

020

Frid

ay64

6717

:00

6154

5236

Mea

sure

men

t Titl

eEv

erle

igh

- RoL

57/

03/2

020

Satu

rday

6465

11:0

061

5351

37M

easu

rem

ent s

tarte

d at

05/0

3/20

20 1

1:09

AM

8/03

/202

0Su

nday

6265

09:0

059

5349

38M

easu

rem

ent s

topp

ed a

t19

/03/

2020

06:

34 A

M9/

03/2

020

Mon

day

6668

16:0

062

5554

39Fr

eque

ncy

Wei

ghtin

gA

10/0

3/20

20Tu

esda

y64

6806

:00

6155

5339

Tim

e Av

erag

ing

Fast

11/0

3/20

20W

edne

sday

6468

06:0

061

5554

40St

atis

tical

Inte

rval

15 m

in12

/03/

2020

Thur

sday

6568

06:0

062

5655

41Pr

e-m

easu

rem

ent R

ef.

94.0

13/0

3/20

20Fr

iday

6568

06:0

062

5555

38Po

st-m

easu

rem

ent R

ef.

94.0

14/0

3/20

20Sa

turd

ay64

6608

:00

6154

5239

Engi

neer

ing

Uni

tsdB

SPL

15/0

3/20

20Su

nday

6467

20:0

061

5451

3816

/03/

2020

Mon

day

6468

06:0

061

5452

3917

/03/

2020

Tues

day

6470

07:0

061

5453

3818

/03/

2020

Wed

nesd

ay63

6706

:00

6056

5239

6467

6154

5239

6468

6155

5339

Aver

age

Aver

age

(wee

kday

s on

ly)

Una

ttend

ed N

oise

Mea

sure

men

tsEv

erle

igh,

Gre

enba

nk -

Loca

tion

1N

oise

Lev

els

- 18h

r Day

(Tra

ffic

Noi

se)

Logg

er L

ocat

ion

- Sou

ther

n-w

este

rn b

ound

ary

of e

xist

ing

Lot 3

on

SP29

7192

, app

rox.

20m

se

tbac

k fr

om T

evio

t Roa

d

L A10

,TL A

eq,T

L A90

,T

Note

―N

ono

ise

data

ava

ilabl

e

██

Rai

nfal

l rec

orde

d on

this

day

Una

ttend

ed N

oise

Mea

sure

men

ts5

to 1

9 M

arch

202

0

253035404550556065707580859095

05/03

Thu

06/03

Fri

07/03

Sat

08/03

Sun

09/03

Mon

10/03

Tue

11/03

Wed

12/03

Thu

13/03

Fri

14/03

Sat

15/03

Sun

16/03

Mon

17/03

Tue

18/03

Wed

19/03

Thu

20/03

Fri

Sound Pressure Level dB(A)

Tim

e

Lmax

L1 L10

Leq

L90

Unattended Noise MeasurementsThursday 5 March 2020

Unattended Noise MeasurementsFriday 6 March 2020

Unattended Noise MeasurementsSaturday 7 March 2020

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

Unattended Noise MeasurementsSunday 8 March 2020

Unattended Noise MeasurementsMonday 9 March 2020

Unattended Noise MeasurementsTuesday 10 March 2020

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

Unattended Noise MeasurementsWednesday 11 March 2020


Unattended Noise MeasurementsFriday 13 March 2020

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

Unattended Noise MeasurementsSaturday 14 March 2020

Unattended Noise MeasurementsSunday 15 March 2020

Unattended Noise MeasurementsMonday 16 March 2020

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

Unattended Noise MeasurementsTuesday 17 March 2020

Unattended Noise MeasurementsWednesday 18 March 2020


253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

253035404550556065707580859095

00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00

Soun

d Pr

essu

re L

evel

dB

(A)

Time

LmaxL1L10LeqL90

Dat

eD

ayL1

0 18

hr d

ay(6

am-1

2am

)L9

0 18

hr(6

am-1

2am

)L9

0 8h

r(1

0pm

-6am

)L9

0 11

hr d

ay(7

am-6

pm)

L90

4hr

Even

ing

(6pm

-10p

m)

L90

9hr n

ight

(1

0pm

-7am

)Le

q 11

hr d

ay(7

am-6

pm)

Leq

4hr

even

ing

(6pm

-10p

m)

Leq

9hr n

ight

(10p

m-7

am)

Type

1 E

nviro

nmen

tal N

oise

Log

ger

25/0

9/20

15Fr

iday

5746

3848

4438

5553

47Lo

gger

Ser

ial N

umbe

r87

80d4

26/0

9/20

15Sa

turd

ay57

4531

4743

3257

5247

Mea

sure

men

t Titl

e20

1509

24_0

9532

327

/09/

2015

Sund

ay55

4231

4441

3354

5045

Mea

sure

men

t sta

rted

at24

/09/

2015

- 18

:00:

00#

28/0

9/20

15M

onda

y55

4435

4544

3753

5347

Mea

sure

men

t sto

pped

at

03/1

0/20

15 -

18:3

0:00

29/0

9/20

15Tu

esda

y56

4634

4845

3655

5247

Freq

uenc

y W

eigh

ting

A#

30/0

9/20

15W

edne

sday

5645

3745

4538

5453

47

Tim

e Av

erag

ing

Fast

1/10

/201

5Th

ursd

ay56

4535

4546

3753

5347

Stat

istic

al In

terv

al15

min

utes

2/10

/201

5Fr

iday

5644

3345

4631

5353

43

Auxi

liary

Pow

erD

isab

led

5544

34-

--

--

-Ta

pe R

ecor

der

Dis

able

d-

--

4644

3654

5246

Shor

t Ter

m L

eqD

isab

led

Shor

t Ter

m L

eq L

engt

hN

/ASt

art T

rigge

rN

/ASt

op T

rigge

rN

/AM

aste

r Tim

erN

/ASu

b Ti

mer

N/A

Pre-

mea

sure

men

t Ref

eren

ce94

.0Po

st-m

easu

rem

ent R

efer

ence

93.9

Engi

neer

ing

Uni

tsdB

SPL

Lege

nd#

:

Sev

ere

wea

ther

exp

erie

nced

on

the

day

Not

es 1

: Onl

y da

ys w

ith fi

ne w

eath

er a

nd 2

4 ho

urs

of re

cord

ed

noi

se d

ata

wer

e co

nsid

ered

in th

e av

erag

e

Aver

age

(Onl

y w

eekd

ays)

S

umm

ary

of U

natte

nded

Noi

se M

easu

rem

ents

Aver

age

(All

days

)

ATP1

5081

4 - G

reen

bank

Dev

elop

men

tLo

catio

n 2

(Sou

th)

30 m

etre

s fr

om e

dge

of G

reen

bank

Roa

d

010203040506070

Frid

aySa

turd

aySu

nday

Mon

day

Tues

day

Wed

nesd

ayTh

ursd

ayFr

iday

25/0

9/20

1526

/09/

2015

27/0

9/20

1528

/09/

2015

29/0

9/20

1530

/09/

2015

1/10

/201

52/

10/2

015

Sound Pressure dB(A)

Dat

e

Sum

mar

y C

hart

L10

18hr

day

(6am

-12a

m)

L90

18hr

(6am

-12a

m)

L90

8hr

(10p

m-6

am)

L90

11hr

day

(7am

-6pm

)L9

0 4h

r Eve

ning

(6pm

-10p

m)

L90

9hr n

ight

(10p

m-7

am)

Leq

11hr

day

(7am

-6pm

)Le

q 4h

r eve

ning

(6pm

-10p

m)

Leq

9hr n

ight

(10p

m-7

am)


Appendix E – Average weekday traffic volumes, 2051


Appendix F – Validation of traffic noise model

Everleigh, Greenbank - RoL 5 ApplicationTraffic noise validation model, Year 2020

Receiver Location L10(18h)

dB(A)Noise logger_Teviot Road 2020 GF 64

SoundPLAN 8.2

ATP Consulting Engineers 1

Greenbank DevelopmentValidation 2015 - Freefield Noise Levels

Receiver Floor L10(18h)dB(A)

Location 1_20m from Teviot Road GF 65

Location 2_30m from Greenbank Road GF 57

ATP Consulting 1

SoundPLAN 7.2


Appendix G – Traffic noise levels

ATP1

7061

7

Ever

leig

h, G

reen

bank

- Ar

ea 1

Traf

fic N

oise

Mod

ellin

gYe

ar 2

051

Gro

und

Floo

r(1

.8m

AG

L)

With

Noi

se B

arrie

rs

59

59

59

59

59

59

5959

59

59

59

59

59

59

59

59

59

59 59

59

595959

59

5959

60

60

60

60

60

60

60

60

60

60

6060

60

60

60

60

60

60

60

60

606060

60

60

61

61

61

61

61

61

61

61

61

61

6161

61

61

61

61

61

61

61

61

61

61 6161

61

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

6262

62

62

62

62

62

62

62

63

63

63

63

63

63

63

63

63

63

63

63

63

63

63

6363

64

64

64

64

6464

64

64

64

64

64

64

64

64

64

6464

65

65

65

65

6565

65

65

65

65

65

65

65

65

65

6565

66

66

66

66

6666

66

66

66

66

66

66

66

66

66

6666

67

67

67

67

6767

67

6 7

67

67

67

67

67

67

67

67

6767

68

68

68

68

6868

68

6 8

68

68

68

68

68

68

68

68

6868

69

69

69

69

6969

69

69

69

69

69

69

69

69

69

69

69

69

70

70

70

70

7070

70

70

70

70

70

70

70

70

70

70

70

70

71

71

71

71

7171

71

71

71

71

71

71

71

71

71

71

71

71

71

72

72

72

72

7272

72

7272

72

72

72

72

72

72

72

72

72 1237

2001

2002

2003

2026

2027

2028

2029

2127

2126

2125

2124

2123

2122

2121

2120

2119

2128

2129

2130

2131

2151

2150

2149

1240

1239

1238

1234

1236

1235

1233

1280

1279

1278

1277

1273

1276

1275

1274

1332

1272

1271

1270

1331

1334

1333

1281

1282

1283

1285 12

84

1323

1324

1326

1325

1286

1288 12

87

1290

1289

1291

1322

1321

1309

1320

1319

1318

1310

1311

1312

1313

1314

1315

1316

1252

1253

1254

1255

1256

1258

1259

1260

1261

1269

1268

1267

1265

1264

1292

1293

1294

1296

1295

1263

1262

1133

1134

1135

1136

1137

1138

1317

1257 12

66

PAR

K 8

01

PAR

K 8

01

PAR

K 8

02

1344

1298

1297

1132

1131

1155

1201

1158

1224

1223

1222

1225

1219

1208

1218

1216

1217

1212

1215

1214

1213

1211

1197

1210

1209

1200

1199

1198

1196

1195

1157

1156

1148

1151

1149

1150

1154

1152 1

15311

39

1140

1232 12

31

1329 13

30

1307

1328

1327

1308

1303

1306

1305

1304

1302

1299

1300

1301

PAR

K 8

03

1159

1160

1161

1162

1141

1142

1143

1144

1145

1146 11

4710

8810

87

1089

1090

1091

1092

1093

1094

1095

1096

109710

5410

53

1130

112911

28

1127

1126

1125

1124

1123

1100

1099

1098

1114

1113

1112

1111

1101

1102

1103

1104

1105

1106

1110

1109

1108

1107

1039

1040

1041

1042

1043

1044

1045

1046

1122

1121

1120

1119

1118

1117

1116

1115

1038

1037

1036

1035

1034

1033

1032

1031

1030

1029

1003

1002

1014

1011

1166

11681167

1163

1165

1164

1085

1086

1084

1081 10

83

1082

1079 10

80

1078

1062

1077

1076

1066

1065

1064

1067

1063

1068

1061

1069

1071 10

7010

60

1059

1058

1072

1073

1057

1074

1051

1056

1075

1055

1052

1047

1050

1049

1048 10

2510

24

1023

1020 10

22

1021

1016 10

19

1018

1017

1013 10

15

10121007

1010

1009

1008

1006

1005

1004

1241

1343

1335

1342

1341

1340

1339

1338

1337

1336

1229

1226

1227

1228

1221

1220

1207

1206

1205

1204

1202

1203

1191

1190

1189

1188

119211

931194

118411

8511861187

1181

1182

1183

1028

1027

1026

1169

1170

1171

1172

1173

1174

1175

1176

1177

1178

1179

1180

1242

1243

1244

1245

1246

1247

1248

1249

1250

1251

FUTU

RE

SPO

RTS

FIE

LDS

PAR

K 8

04

PAR

K 8

05

1371

137013

691368

1367

1363

1362

1361

1360

1359

1358

1357

1366

1365

1364

1356

1355

135413

53135213

51

1350

134913

4813

4713

46

1345

1373

137413

75137613

77137813

79138013

811382

1372

139413

93139213

91139013

89138813

871386

138513

841383

1479

1478

1477

1476

1475

1474

1473

1472 14

71 1470 14

6914

68 1467

1466

1465 14

64

1494

1522 15

21

1520

1519

1518 15

17 1516 15

1515

02

1501

1500

1499

1498

1497

1496

1495

1424

1423

1422

141214

11141014

09140814

07140614

05

1404

1403

1402

1401

1400

1399

1398

1397

1396

1395

1480

1463

1481

1462

1482

1461

1483

1460 14

59

1458

1484 14

85 1486

1457 14

56 1455

1454

1453

1487

1493

1

1523

Prec

inct

1.4

Prec

inct

1.1

Prec

inct

1.1

Prec

inct

1.2

Prec

inct

1.3

Prec

inct

1.5

Prec

inct

2

Prec

inct

1.6

2083

2138

2139

2140

2141

2137

2136

2135

2134

2160

2161

2132

2133

2156

2155

2154

2118

2117

2157

2158

2159

2116

2115

2114

2113

2112

2111

2110

2109

2108

2107

2106

2105

2104

2103

2102

2101

2100

2099

2090

2091

2092

2093

2094

2095

2096

2097

2098

2071

2070

2089

2086

2085

2084

2082

2081

2080

2072

2073

2074

2075

2076

2077

2079

2078

2039

2040

2015

2016

2038

2017

2037

2018

2036

2019

2035

2020

2021

2034

2033

2022

2030

2031

2024

2025

2064

2061

2059

2058

2057

2056

2055

2054

2047

2048

2049

2050

2051

2052

2053

2046

2045

2044

2043

2042

2041

2014 20

13

2012

2011

2010

2009

2008

2007

2006

2005

2004

2060

2062

2063

2065

2066

2067

2068

2069

2087

2088

2166

2165

2164

2163

2162

2152

2153

2148

2147

2146

2145

2142

2143

2144

2023

2032

3001

3040

3041

3042

3047

3046

3045

3062

3063

3064

3065

3071

3070

3069

3068

3084

3085

3086

3087

3088

3089

3090

3091

3024

3025

3199

3200

3201

3202

3203

3204

3205

3206

3207

3208

3209

3210

3211

3239

3238

3237

3236

3235

3234

3233

3232

3231

3230

3229

3228

3227

3244

3245

3246

3247

3248

3249

3250

3251

3252

3253

3254

3255

3256

3257

3274

3273

3272

3271

3270

3269

3268

3267

3266

3265

3264

3263

3262

3261

3280

3281

3282

3283

3284

3285

3286

3287

3299

3298

3297

3296

3295

3

330

330633

0933

0833

0732

9332

9232

9132

9032

8932

88

3322

3323

3324

3325

3326

3327

3328

3329

3330

3331

3260

3259

3258

3214

3215

3216

3217

3224

3223

3222

3221

3103

3104

3105

3106 31

07 3108 31

093110

3111

3112

3113

3114

3115

3116

3119

3120

3121

3122

3124

3125

312631

2731

3331

3231

3131

3031

2931

3831

3931

4031

4131

42

3128

3123

3134 31

35 3136 31

37

3143 31

44 3145 31

46

3147

3148

3149

3150

3169

3168

3167

3151

3152

3153

3154

3155

3166

3165

3164

3163

3177

3176

3175

3174

3170 31

71 3172 31

7331

85

3184

3183

3190

319131

92319331

9431

89318831

873186

3195

3196

3197

3198

3240

3241

3242

3243

327532

76327732

783279

3294

3213

3212

3226

3225

3220

3219

3218

Teviot Road

Teviot Road

Ever

l eig

h D

rive

RoL

5

Grid

Spa

cing

: 3m

Proj

ect E

ngin

eer:

Sam

Fra

ser

Cre

ated

: 24/

03/2

020

Proc

esse

d w

ith S

ound

PLAN

8.2

SCAL

E @

A4

1:50

000

1530

6090

120

150

180 m

Lege

nd Lim

it lin

e - 6

3dB(

A) c

riter

ia

Roa

d no

ise

emis

sion

line

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d su

rface

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se b

arrie

r

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affic

noi

se le

vel

F

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e ad

just

ed

L 1

0(18

hr)d

B(A)

<=

5959

<<=

6060

<<=

6161

<<=

6262

<<=

6363

<<=

6464

<<=

6565

<<=

6666

<<=

6767

<<=

6868

<<=

6969

<<=

7070

<<=

7171

<<=

7272

<

ATP1

7061

7

Ever

leig

h, G

reen

bank

- Ar

ea 1

Traf

fic N

oise

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ellin

gYe

ar 2

051

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t Flo

or(4

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With

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rs

59

59

59

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59

59

59

59

60

60

60

60

60

60

60

60

60

60

60

60

60

60

61

61

61

61

61

61

61

61

61

61

61

61

61

61

62

62

62

62

62

62

62

62

62

62

62

62

62

62

63

63

63

63

63

6363

63

63

63

63

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63

63

63

64

64

64

64

64

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64

64

64

64

64

64

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65

65

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65

65

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65

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67

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71

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71

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71

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72

72

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7272

7272

72

72

1237

2001

2002

2003

2026

2027

2028

2029

2127

2126

2125

2124

2123

2122

2121

2120

2119

2128

2129

2130

2131

2151

2150

2149

1240

1239

1238

1234

1236

1235

1233

1280

1279

1278

1277

1273

1276

1275

1274

1332

1272

1271

1270

1331

1334

1333

1281

1282

1283

1285 12

84

1323

1324

1326

1325

1286

1288 12

87

1290

1289

1291

1322

1321

1309

1320

1319

1318

1310

1311

1312

1313

1314

1315

1316

1252

1253

1254

1255

1256

1258

1259

1260

1261

1269

1268

1267

1265

1264

1292

1293

1294

1296

1295

1263

1262

1133

1134

1135

1136

1137

1138

1317

1257 12

66

PAR

K 8

01

PAR

K 8

01

PAR

K 8

02

1344

1298

1297

1132

1131

1155

1201

1158

1224

1223

1222

1225

1219

1208

1218

1216

1217

1212

1215

1214

1213

1211

1197

1210

1209

1200

1199

1198

1196

1195

1157

1156

1148

1151

1149

1150

1154

1152 1

15311

39

1140

1232 12

31

1329 13

30

1307

1328

1327

1308

1303

1306

1305

1304

1302

1299

1300

1301

PAR

K 8

03

1159

1160

1161

1162

1141

1142

1143

1144

1145

1146 11

4710

8810

87

1089

1090

1091

1092

1093

1094

1095

1096

109710

5410

53

1130

112911

28

1127

1126

1125

1124

1123

1100

1099

1098

1114

1113

1112

1111

1101

1102

1103

1104

1105

1106

1110

1109

1108

1107

1039

1040

1041

1042

1043

1044

1045

1046

1122

1121

1120

1119

1118

1117

1116

1115

1038

1037

1036

1035

1034

1033

1032

1031

1030

1029

1003

1002

1014

1011

1166

11681167

1163

1165

1164

1085

1086

1084

1081 10

83

1082

1079 10

80

1078

1062

1077

1076

1066

1065

1064

1067

1063

1068

1061

1069

1071 10

7010

60

1059

1058

1072

1073

1057

1074

1051

1056

1075

1055

1052

1047

1050

1049

1048 10

2510

24

1023

1020 10

22

1021

1016 10

19

1018

1017

1013 10

15

10121007

1010

1009

1008

1006

1005

1004

1241

1343

1335

1342

1341

1340

1339

1338

1337

1336

1229

1226

1227

1228

1221

1220

1207

1206

1205

1204

1202

1203

1191

1190

1189

1188

119211

931194

118411

8511861187

1181

1182

1183

1028

1027

1026

1169

1170

1171

1172

1173

1174

1175

1176

1177

1178

1179

1180

1242

1243

1244

1245

1246

1247

1248

1249

1250

1251

FUTU

RE

SPO

RTS

FIE

LDS

PAR

K 8

04

PAR

K 8

05

1371

137013

691368

1367

1363

1362

1361

1360

1359

1358

1357

1366

1365

1364

1356

1355

135413

53135213

51

1350

134913

4813

4713

46

1345

1373

137413

75137613

77137813

79138013

811382

1372

139413

93139213

91139013

89138813

871386

138513

841383

1479

1478

1477

1476

1475

1474

1473

1472 14

71 1470 14

6914

68 1467

1466

1465 14

64

1494

1522 15

21

1520

1519

1518 15

17 1516 15

1515

02

1501

1500

1499

1498

1497

1496

1495

1424

1423

1422

141214

11141014

09140814

07140614

05

1404

1403

1402

1401

1400

1399

1398

1397

1396

1395

1480

1463

1481

1462

1482

1461

1483

1460 14

59

1458

1484 14

85 1486

1457 14

56 1455

1454

1453

1487

1493

1

1523

Prec

inct

1.4

Prec

inct

1.1

Prec

inct

1.1

Prec

inct

1.2

Prec

inct

1.3

Prec

inct

1.5

Prec

inct

2

Prec

inct

1.6

2083

2138

2139

2140

2141

2137

2136

2135

2134

2160

2161

2132

2133

2156

2155

2154

2118

2117

2157

2158

2159

2116

2115

2114

2113

2112

2111

2110

2109

2108

2107

2106

2105

2104

2103

2102

2101

2100

2099

2090

2091

2092

2093

2094

2095

2096

2097

2098

2071

2070

2089

2086

2085

2084

2082

2081

2080

2072

2073

2074

2075

2076

2077

2079

2078

2039

2040

2015

2016

2038

2017

2037

2018

2036

2019

2035

2020

2021

2034

2033

2022

2030

2031

2024

2025

2064

2061

2059

2058

2057

2056

2055

2054

2047

2048

2049

2050

2051

2052

2053

2046

2045

2044

2043

2042

2041

2014 20

13

2012

2011

2010

2009

2008

2007

2006

2005

2004

2060

2062

2063

2065

2066

2067

2068

2069

2087

2088

2166

2165

2164

2163

2162

2152

2153

2148

2147

2146

2145

2142

2143

2144

2023

2032

3001

3040

3041

3042

3047

3046

3045

3062

3063

3064

3065

3071

3070

3069

3068

3084

3085

3086

3087

3088

3089

3090

3091

3024

3025

3199

3200

3201

3202

3203

3204

3205

3206

3207

3208

3209

3210

3211

3239

3238

3237

3236

3235

3234

3233

3232

3231

3230

3229

3228

3227

3244

3245

3246

3247

3248

3249

3250

3251

3252

3253

3254

3255

3256

3257

3274

3273

3272

3271

3270

3269

3268

3267

3266

3265

3264

3263

3262

3261

3280

3281

3282

3283

3284

3285

3286

3287

3299

3298

3297

3296

3295

3

330

330633

0933

0833

0732

9332

9232

9132

9032

8932

88

3322

3323

3324

3325

3326

3327

3328

3329

3330

3331

3260

3259

3258

3214

3215

3216

3217

3224

3223

3222

3221

3103

3104

3105

3106 31

07 3108 31

093110

3111

3112

3113

3114

3115

3116

3119

3120

3121

3122

3124

3125

312631

2731

3331

3231

3131

3031

2931

3831

3931

4031

4131

42

3128

3123

3134 31

35 3136 31

37

3143 31

44 3145 31

46

3147

3148

3149

3150

3169

3168

3167

3151

3152

3153

3154

3155

3166

3165

3164

3163

3177

3176

3175

3174

3170 31

71 3172 31

7331

85

3184

3183

3190

319131

92319331

9431

89318831

873186

3195

3196

3197

3198

3240

3241

3242

3243

327532

76327732

783279

3294

3213

3212

3226

3225

3220

3219

3218

Teviot Road

Teviot Road

Ever

l eig

h D

rive

RoL

5

Grid

Spa

cing

: 10m

Proj

ect E

ngin

eer:

Sam

Fra

ser

Cre

ated

: 24/

03/2

020

Proc

esse

d w

ith S

ound

PLAN

8.2

SCAL

E @

A4

1:50

000

1530

6090

120

150

180 m

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nd Lim

it lin

e - 6

3dB(

A) c

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Roa

d no

ise

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affic

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se le

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just

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0(18

hr)d

B(A)

<=

5959

<<=

6060

<<=

6161

<<=

6262

<<=

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6464

<<=

6565

<<=

6666

<<=

6767

<<=

6868

<<=

6969

<<=

7070

<<=

7171

<<=

7272

<


Appendix H – Civil engineering drawings

1119

TEVIOT ROAD TEVIOT ROAD

EVER

LEIG

H D

RIVE

SELS BOULEVARDKESSELS BOULEVARD

BOTANICA ROAD

MOSS STREET

OLIVE AVENUE

OLI

VE A

VEN

UE

1006

1005

1004

1124

1123

1106

1110

1109

1108

1107

1039

1040

1041

1042

1043

1044

1045

1046

1122

1121

1120

1117

1118

1116

1115

1038

1037

1036

1035

1034

1031

1033

1032

1030

1029

1003

1002

1001

2140

2141

2139

2138

2137

2132

2133

2134

2135

2136

2118

2117

2116

2115

2114

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2112

2111

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2101

2102

2103

2104

2105

2106

2107

2108

2109

2022

2033

2032

2023

2030

2031

2024

2025

2008

2007

2006

2005

2004

2001

2002

2003

2026

2027

2028

2029

2127

2126

2125

2124

2123

2122

2121

2120

2119

2128

2129

2130

2131

1137

1138

PARK

801

PARK

801

H2.4

H2.

1

H3.

7

PED

ESTR

IAN

LIN

KAC

CESS

PED

ESTR

IAN

LIN

KAC

CESS

67.0

0

65.1

0

64.2

0

63.4

5

62.6

3

61.3

0

60.8

5

60.2

0

59.7

5

59.6

5 5

8.91

58.2

5 5

7.67

57.0

5 5

6.46

61.9

0

55.00

55.55

68.0

5

H3.

6

H3.

6

H2.

8

H2.

7

H2.

7

H3.

4

H3.

5

H3.

6H4.

2

H2.3

H2.2

H2.4

66.0

0

H2.1

H2.4

H2.1

H2.4

H1.9

H2.5

H1.8

H2.6

H1.9

H2.6

H2.1

H2.7

H2.2

H2.7

H2.0

H2.6

H2.3

H2.4

H2.5

H1.8

H1.9

H2.6H2.1

H2.6H2.3

H2.9H2.5

H3.0H2.5

H3.1H2.6

H3.5

H3.6

H3.

0

H3.

6

H3.

5

H3.

5

H3.

4

H3.

3

H3.

3

H3.

2

H3.

2

H3.

0

H3.

2

H3.

1

H2.

8

H2.

5

55.9

0

6.00

6.00

6.00

6.00

FUTU

RE D

EVEL

OPM

ENT

1.00

4.00

68.6

0

2.00

3.00

2.00

2.00

2.00

1.50

3.00

54.90

1007

1009

1008

H3.

5

H2.

9

H3.

6

H2.

9

H3.

6

H2.

9

H3.

6

H2.

8

TEVIOT ROAD

2011

2010

2009

2008

H3.

4

H2.

5

H3.

6

H2.

7

H3.

0

H3.

7

H3.

3

TEVIOT ROAD

RPEQ

729

5

RPEQ

DES

CRIP

TIO

NRE

VD

ATE

REVI

SIO

NS

SCAL

E

PRO

JECT

DIR

ECTO

R

PRO

JECT

MAN

AGER

CHEC

KED

DES

IGN

ED

REV

SHEE

T N

UM

BER

JOB

COD

E

SHEE

T TI

TLE

LOCA

TIO

N

PRO

JECT

DAT

ERP

EQCL

IEN

T

LEVE

L 1,

100

BRU

NSW

ICK

STRE

ET

PH: (

07) 3

253

2222

BRIS

BANE

OFF

ICE

PO B

OX

361

FORT

ITU

DE

VALL

EY, Q

LD 4

006

WEB

: ww

w.p

rem

ise.

com

.au

DAT

E

N

REFE

R IN

SET

B

REFE

R IN

SET

A

1.8m

HIG

H M

OD

ULA

R W

ALLS

, ACO

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IC F

ENCE

OR

APPR

OVE

D E

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IVAL

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ENT

PRO

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58.2

5

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INSE

T A

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NO

TE:

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E AC

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LD B

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AD IN

CO

NJU

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ION

WIT

H T

HE

C200

SERI

ES E

ARTH

WO

RKS

DRA

WIN

GS.

MIR

VAC

MIR

001-

01

C332

B13

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1806

/10/

17B A

AMEN

DED

ACO

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IC F

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TO

SU

IT R

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NIN

G W

ALL

LOCA

TIO

N C

HAN

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ORI

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AL IS

SUE

KH KH

MM

JS JS

13/0

4/18

13/0

4/18

EVER

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H PR

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CT 1

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UBDI

VISI

ON D

EVEL

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ENT

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OT R

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LAY

OUT

PLAN

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ON

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N IS

SUE

22/0

5/18

CO

NST

RU

CTI

ON

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18

LIN

EAR

PARK

RP BDY

MIN

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8m H

IGH

MO

DU

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WAL

LS A

COU

STIC

FEN

CE (O

R AP

PRO

VED

EQ

UIV

ALEN

T) T

O B

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ITH

IN P

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TE L

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OVE

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IVAL

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TIN

G

STEE

L U

B/U

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BEA

M P

OST

EXIS

TIN

G SU

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1.80m MIN.

PILE

CO

NCR

ETE

FOO

TIN

G

MIN

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8m H

IGH

MO

DU

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WAL

LS A

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LS, T

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LAN

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RP BDY

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RE 1

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1.8m MIN.

RP BDY

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traffic noise impact assessment everleigh, greenbank...doc no.: atp170617-r-tnia-01_area 1 doc...

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