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CONSULTING ENGINEERS Acoustic Report Noise Impact Assessment in Support of Liquor Licence Application Village Bicycle Cafe 2 Bottlebrush Avenue, Noosa Heads One Free Ride Trust Project No.: ATP150314 Project Name: Village Bicycle Cafe Document No.: ATP150314-R-NIA-02 June 2015 IBOX: .. -;$c;b.,4...,..... R: .. Pf~.MI
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Document Control Record
Prepared by: Sasho Temelkoski Approved by: Sasho Temelkoski
Position: Manager - Acoustics Position: Manager - Acoustics
Signed: Signed:
~~ ~~
Date: 24.06.2015 Date: 24.06.2015
REVISION STATUS
Revision No. Description of Revision Date Approved
Sasho Temelkoski
0 Issue 1 5.06.2015
RPEQ 13551
Sasho Temelkoski
1 Issue 2 24.06.2015
RPEQ 13551
Recipients are responsible for eliminating all superseded documents in their possession.
atf ATP Engineering Trust
ABN: 95634 079 845
Suite 5, 23 Main Street
VARSITY LAKES OLD 4227
Telephone: +61 755930487
Mobile: 0413 055 994
Email: [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 infonnation available to AT? Consulting Engineers at the time of
preparation. ATP Consulting Engineers accepts responsibility for the report and its conclusions to the extent that the infonnation
was sufficient and accurate at the time of preparation. ATP Consulting Engineers does not take responsibility for eITOrs 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.
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Table of Contents
1. Introduction 1
1.1 Background 1
1.2 Study Objectives 1
1.3 Location of Premises 1
1.4 Activities at the Licensed Premises 3
2. Noise Impact Assessment.. 5
2.1 Noise Assessment Limits 5
2.2 Methodology 5
2.3 Equipment Used 6
2.4 Meteorological Conditions 7
2.5 Noise Measurement Results 7
2.5.1 Speaker Noise Emissions 7
2.5.2 Background Noise Levels 7
2.5.3 Noise Levels with Cafe Operating 9
2.6 Acoustic Criteria 10
3. Noise Propagation Modelling 11
3.1 SoundPLAN 3D Model 11
3.2 Sound Power Level of Noise Sources 13
3.2.1 Speakers 13
3.2.2 Patron Noise 13
3.3 Noise Propagation Modelling Results 14
4. Discussion and Recommendations 16
4.1 Compliance with Noise Limits 16
4.1.1 Recommended Levels for Amplified Music 16
4.1.2 Recommended Levels for Patron Noise 16
4.1.3 Noise Management Measures 17
4.1.4 Recommended Additional Noise Control Measures 17
5. Conclusions 19
6. References 21
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",-p Tables Table 2.1 Atmospheric Conditions 7 Table 2.2 Amplified Noise Level at 3 Metres from Speakers 7 Table 2.3 Background Noise Pre-1 0:00pm 7 Table 2.4 Background Noise in dB(A) Post-10:00pm - Weekend 8 Table 2.5 Background Noise (Quietest Levels) Post-10:00pm - Weekday 8 Table 2.6 Background Noise (Typical Levels) Post-1 0:00pm 9 Table 2.7 Operational Noise, Pre-1 0:00pm 9 Table 2.8 Operational Noise, Post-1 0:00pm 9 Table 2.9 Pre-10:00pm Noise Limit 10 Table 2.10 Post-10:00pm Noise Limit 10 Table 3.1 Sound Power Levels of Speaker 13 Table 3.2 Sound Power Levels of Patron 13 Table 3.3 Calculated Noise Levels (Before 10:00pm) 14 Table 3.4 Calculated Noise Levels (After 10:00pm) - Existing 1.5m Acoustic Fence 15 Table 4.1 Conditions on Patron Noise 16 Table 3.4 Calculated Noise Levels (After 10:00pm) - 2.4m Acoustic Fence 18 Figures Figure 1.1 Location of Village Bicycle cafe and Surroundings 2 Figure 1.2 Village Bicycle Cafe Floor Plan and the Speaker Location 4 Figure 2.1 Noise Measurement Location (Background and Operational Noise Emissions) 6 Figure 3.1 SoundPLAN 3D Noise Propagation Model 11 Figure 3.2 View of Village Bicycle Cafe and Existing Acoustic Fence 12 Figure 3.3 Village Bicycle Cafe relative to Botllebrush Avenue 12 Figure 3.4 Locations of the Patrons in the Sound PLAN Model. 14 Figure 4.1 Locations for Measuring Patron Noise (Sound PLAN Extract) 17 Figure 4.2 Location of the Recommended 2.4m Acoustic Fence 18 Client: One Free Ride Trust Page iv Doc No.: ATP150314-R.NIA-2 Doc Title: Noise Impact Assessment
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1. Introduction
1.1 Background
ATP Consulting Engineers was engaged by One Free Ride Trust to prepare an acoustic report
(Noise Impact Assessment from Amplified Music or Voice Associated with Entertainment at
Premises Licensed Under the Liquor Act 1992) for the Village Bicycle Cafe at Shop 1, 2 Botllebrush
Avenue in Noosa Heads.
This acoustic report is to support an application for amended liquor license for Village Bicycle Cafe
demonstrating that under busy operations, and with appropriate noise control measures, the noise
emissions from the cafe do not exceed the limits defined under the Liquor Act 1992 and Liquor
Regulation 2002.
ATP Consulting Engineers carried out site specific background and operational noise measurements
to determine the noise emissions from Village Bicycle cafe and the impact on the existing noise
amenity at the nearest noise sensitive places. In addition noise propagation modelling was carried
out to design appropriate control measures for patron noise emissions from the outdoors dining area
as per the specific information request by the Office of Liquor and Gaming Regulation (OLG).
1.2 Study Objectives
Study objectives are as follows:
• Carry out site specific noise measurements to obtain information about the existing noise
amenity in the area, and the noise levels associated with music and patrons from Village
Bicycle cafe;
• Assess the measured noise levels against the criteria from the Guideline for Acoustical
Consultants When Assessing Noise Associated with Entertainment and Patrons at Premises
Licensed Under the Liquor Act 1992 ([he Guideline); and
• Provide recommendations to ensure noise emanating from the premises is controlled at all
times and remains within the limits set out in this report so as not to cause unreasonable
impact on the nearest noise sensitive places.
1.3 Location of Premises
Village Bicycle has been established and operating under On Premises Licence No. 167243 since
the 2200 of April 2014 with trading hours of 4:00pm to 12:00am Monday-Sunday. The initial
application for liquor licence has not been supported by an acoustic report, thus Standard Condition
LL250 of the liquor licence imposes the following condition:
• Noise emanating from the premises including amplified and non-amplified noise and patron
noise must not exceed 75dB(C), fast response, when measured approximately 3 metres from
the primary source of the noise.
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Village Bicycle cafe is located on the corner of Noosa Drive and Bottlebrush Avenue (Appendix A,
Photos 1 and 2) in a block of three commercial tenancies that include Bean Drop Cafe and Peterpans
Travel Noosa travel agency. Most of the adjacent premises are of low-set construction and follow
the alignment of Noosa Drive.
Immediately across Noosa Drive, to the north-west of the cafe, is Nomads Noosa Backpackers
Hostel & Resort which includes KB's Bar & Restaurant.
The nearest noise sensitive area to the Village Bicycle is located across Bottlebrush Avenue and
comprises of two-storey townhouse complex (Bottlebrush Townhouses) and Noosa Heads Motel.
The location of Village Bicycle is presented in Figure 1.1.
Figure 1.1 Location of Village Bicycle cafe and Surroundings
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".,-p 1.4 Activities at the Licensed Premises Village Bicycle operates as a cafe with indoor and outdoor seated areas. The indoor area is fully enclosed with double brick walls along the north-eastern and south-western fayade. The south- eastern fayade is fitted with two windows and a service door. Folding doors, opening to the outdoors dining area, are located along the north-western fayade. The outdoor seated areas are located in front of the cafe as well as along the north-eastern side of the building, as presented in Figure 1.2. The site inspection and attended noise measurements were carried out on the 2nd of May 2015 (Saturday) to obtain operational noise emissions over the busy weekend period (Appendix A, Photos 3 and 4). Background noise measurements were also carried out during quietest possible period around 2:00am between 9111 and 10111 of June 2015 (TuesdaylWednesday) (Appendix A, Photos 5 and 6). The additional site inspection and noise measurements were carried out to identify the quietest background noise levels normally expected on Monday or Tuesday evening, as per The Guideline requirements. Amplified music is played inside the premises with the speakers located on the north-eastern wall near the entrance. No other amplified entertainment is provided at the premises. ViI/age Bicycle Cafe floor plan and speaker location is presented in Figure 1.2. Client: One Free Ride Trust Page 3 Doc No.: ATP150314-R-NIA-2 Doc Title: Noise Impact Assessment
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II II
II II
II II
II II
I I I I
LI- -l..J
\
/
/
'"
~
m
'"c'"
V>
:>:
~
m
Z
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'"
/-
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,
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Figure 1.2 Village Bicycle Cafe Floor Plan and the Speaker Location
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2. Noise Impact Assessment
2.1 Noise Assessment Limits
The assessment criteria for noise levels emanating from all areas of licensed premises are defined
by the Liquor Act 1992 (the Act) and Liquor Regulation 2002 (the Regulation) as follows:
• Between 6:00am and 10:00pm, the adjusted maximum sound pressure level LAIO,plus
adjustments for tonal and impulse components, must not exceed the background level LA90
by more than 10dB(A) when measured at any affected premises.
• Between 10:00pm and 6:00am, the sound pressure level Loct'0, in a full octave band with
centre frequencies from 63Hz to 2000Hz must not exceed the background level, LocJ9(J,
by
more than BdB in any octave bands when measured at any affected premises.
2.2 Methodology
Site visit and background and operational noise measurements were undertaken on the 2nd of May
2015 (Saturday). Background noise measurements were also carried out on the 9th to the 10th of
June 2015 (Tuesday and Wednesday). Procedures specified in Guideline for Acoustical Consultants
- When Assessing Noise Associated with Entertainment and Patrons at Premises Licensed Under
the Liquor Act 1992 (The Guideline), were followed.
Attended noise measurements were carried out at the footpath in front of NO.1 Bottlebrush Avenue,
which is the nearest noise sensitive place to the Village Bicycle cafe, as presented in Figure 2.1 and
in Appendix A (Photos 5, 6, 7 and 8).
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Figure 2.1 Noise Measurement Location (Background and Operational Noise Emissions)
The amplified music noise emissions were recorded inside the premises at 3 metres from the
speakers (Appendix A, Photo 9), under maximum output as expected under full occupancy.
2.3 Equipment Used
Noise levels were measured using the following equipment:
• SVAN 949 Sound Level Meter (SIN 9704); and
• Sound Level Calibrator RION NC 74.
The noise measurement instruments conform to ASIEC61672.1-2004 (capable of fast response
recording with Linear, A and C weighting) and calibration was carried out before and after the noise
measurements. The maximum calibration drift recorded was <0.1dB(A).
Certificates of calibration for the above instruments are presented in Appendix B.
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2.4 Meteorological Conditions
During the noise measurements the weather was fine with no rain. Meteorological conditions' at 3pm
for the 2nd of May 2015 and the 9th of June 2015 are presented in Table 2.1 and Appendix C.
Table 2.1 Atmospheric Conditions
Date and Time Wind Speed Wind Direction Temperature Humidity
2 May 2015, 3pm 9 kmlh WNW 23°C 58%
9 June 2015. 3pm 11 km/h SE 18°C 54%
2.5 Noise Measurement Results
2.5.1 Speaker Noise Emissions
The result of the internal noise measurements, 3 metres from the speaker, is presented in Table 2.2.
This corresponds to the highest music volume that will be played at Village Bicycle cafe.
Table 2.2 Amplified Noise Level at 3 Metres from Speakers
Frequency (Hz) 63 125 250 500 1,000 2,000 Total
SPL
59 70 74 73 80 80 85
L,.dB(A)
SPL
82 85 83 76 80 79 90
L,.dB(C)
2.5.2 Background Noise Levels
Background noise measurements were undertaken at times when the Village Bicycle cafe was not
operating. Noise measurements were made before and after 10:00pm, to establish the noise limits
as per section 2.1 of this report.
The measured background noise level for establishment of the pre-1 0:00pm noise limit is presented
in Table 2.3.
Table 2.3 Background Noise Pre-10:00pm
SPL
Location Dale Time
lAo<> , (Fast)
At Footpath of
Townhouses at 2 May 2015 (Saturday) 3:46pm 104:00pm 52 dB(A)
Boltlebrush Avenue
The background noise level before 10:00pm is corresponding with average background noise level
in areas with medium density transportation or with some commerce or industry (noise area category
1 BOM weather observations from Tewantin Weather Station.
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R3 from AS1055.3-1997). The general noise amenity is dominated by traffic noise from Noosa Drive
(steady traffic noise emissions) and from individual vehicle pass-by (such as public transport buses).
The night-time background noise levels, when Vii/age Bicyc/e cafe was closed, were recorded from
12: 15am to 12:29am on the night between the 2nd and the 3"' of May 2015. The measured
background sound pressure level (Loctoo) in a full octave band with centre frequencies from 63 Hz
to 2000 Hz, on a typical weekend night is presented in Table 2.4.
Table 2.4 Background Noise in dB(A) Post-10:00pm - Weekend
Frequencies (Hz)
At Footpath 01 Date Time Total
63 125 250 500 1,000 2,000
Townhouses at
Bot1lebrush Avenue 12:15am to
2/3 May 2015 24 33 35 41 42 39 46
12:29am
The night-time background noise levels on the night between the 2nd and the 3"' of May 2015
(Saturday/Sunday) are very high corresponding with average background noise level in areas with
dense transportation or with some commerce or industry (noise area category R4 from AS1055.3-
1997).
This prompted additional site visit and background noise measurements on Tuesday night (9th to 10th
of June 2015). The measured background sound pressure level (Loctoo) in a full octave band with
centre frequencies from 63 Hz to 2000 Hz, on a typical weekday night is presented in Table 2.5.
Table 2.5 Background Noise (Quietest Levels) Post-10:00pm - Weekday
Location At Footpath 01Townhouses at Bot1lebrush Avenue
Date Ni9ht-time between 9'" and 10'" 01June 2015 (TuesdayIWednesday)
Time 1:55am to 2:09am
Frequency (Hz) 63 125 250 500 1,000 2,000 Total
SPL
13 20 25 28 31 29 35
LA•• , (Fast) dB{A)
Whilst the weekend night-time noise levels recorded on the night between the 2nd and 3"' of May
2015 are very high (46dB(A», the weekday early morning background noise levels of 35dB(A) are
very low. Neither of the background noise levels measured are suitable for establishment of
representative post 10pm operational noise limit. Therefore, as per approved procedure for similar
noise assessments, typical background noise levels of 40dB(A), representative of noise area
category R3 from AS1055.3-1997, are recommended. The representative background noise levels
for assessment of compliance with the post-10pm (10:00pm to 12:00midnight) operation of Village
Bicyc/e cafe are presented in Table 2.6.
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Table 2.6 Background Noise (Typical Levels) Post.10:00pm
Location At Footpath of Townhouses at Bolliebrush Avenue
Typical background sound pressure levels for 10:00pm to 7:00am from AS1055.3-1997"
Frequency (Hz) 63 125 250 500 1,000 2,000 Total
SPL
23 29 30 34 35 31 40
!.A90 dB(A)
2.5.3 Noise Levels with Cafe Operating
Noise measurements were undertaken before and after 10:00pm at times when the Village Bicycle
cafe was operating. Measurements were carried out during afternoon and night on the 2nd of May
2015 (Saturday), under busy operating conditions.
The measured sound pressure level with cafe operating, before 10:00pm, is presented in Table 2.7.
Table 2.7 Operational Noise, Pre-10:00pm
SPL
Location Date Time
LA,., (Fast)
At Footpath of
Townhouses at 2 May 2015 (Saturday) 4:26pm to 4:43pm 70 dB(A)
Bolliebrush Avenue
The measured sound pressure levels (Loct,o) in a full octave band with centre frequencies from 63
Hz to 2000 Hz with cafe operating, after 10:00pm are presented in Table 2.8.
Table 2.8 Operational Noise, Post-10:00pm
Location At Footpath of Townhouses at Bolliebrush Avenue
Date 2 May 2015 (Saturday)
Time 11:09pm to 11:24pm
Frequency (Hz) 63 125 250 500 1,000 2,000 Total
SPL
46 51 51 59 62 58 66
LA,., (Fast) dB(A)
2 Appendix A of AS1055.2-1997 presents estimated average background noise levels for different residential areas in Australia.
------- - --------------
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2.6 Acoustic Criteria
The pre-10:00pm noise limit at the footpath of Botllebrush Townhouses is presented in Table 2.9.
Table 2.9 Pre-10:00pm Noise Limit
Measured l..Aoo 52 dB(A)
62 dB(A)
Noise limit LA,.
(52 + 10)
The post-1 0:00pm noise limit at footpath of Botllebrush Townhouses, considering typical background
noise levels of 40dB(A), is presented in Table 2.10.
Table 2.10 Post.10:00pm Noise Limit
Frequency (Hz) 63 125 250 500 1,000 2,000 Total
Measured LA•• 23 29 30 34 35 31 40
Noise limit LA,.
31 37 38 42 43 39 48
(Loct9O + adB)
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3. Noise Propagation Modelling
The noise measurements recorded when Village Bicycle is operating do not represent the true noise
emissions from the cafe, because other noise sources were present in the environment. The Village
Bicycle operational noise emissions must be considered in isolation from the general acoustic
amenity at the surroundings. Therefore, noise propagation modelling using Sound PLAN software
was used to calculate the operational noise levels.
A 3D noise propagation model was developed using SoundPLAN software, considering the terrain
characteristics around the investigated site, and site specific noise measurements and observations.
The intent of the noise propagation modelling was to assess the operational noise attributed to the
operation of Village Bicycle cafe at the nearest noise sensitive place (Boftlebrush Townhouses) and
to design noise control measures.
3.1 SoundPLAN 3D Model
Extract from the SoundPLAN model, presenting the topography, the location of Village Bicycle cafe
relative to the nearest commercial and noise sensitive places, are presented in Figures 3.1, 3.2 and
3.3.
Nomad's
Backpackers
Hostel
/
and KB's Bar Botllebrush
Townhouses
Figure 3.1 SoundPLAN 3D Noise Propagation Model
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Bottlebrush
Townhouses
/
Bottlebrush Avenue
Retaining wall
Outdoor
dining area
Figure 3.2 View of Vii/age Bicycle Cafe and Existing Acoustic Fence
/
Figure 3.3 Vii/age B/cycle Cafe relative to Boltlebrush Avenue
- - -----------
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3.2 Sound Power Level of Noise Sources
3.2.1 Speakers
The sound power level ofthe speaker (point source) was determined using the sound pressure levels
measured 3 metres in front of the speaker (presented in Table 2.2). The sound power level of the
speaker is presented in Table 3.1.
Table 3.1 Sound Power Levels of Speaker
Frequency
63 125 250 500 1,000 2,000 Tolal
(Hz)
Leo
74 87 91 90 97 97 101
dB(A)
loq
99 103 100 93 97 96 107
dB(C)
Leo
100 103 100 93 97 96 107
Linear
3.2.2 Patron Noise
Patrons were modelled as individual point sources with a typical sound power spectrum for raised
human voice', as presented in Table 3.2.
Table 3.2 Sound Power Levels of Patron
Frequency
63 125 250 500 1,000 2,000 Tolal
(Hz)
loq
48 59 70 75 72 64 78
dB(A)
A typical number of patrons were included in the model in accordance with the observations at the
restaurant during the busy operating time of 8:30pm on the 2nd of May 2015 (Saturday). In the
Sound PLAN model point sources were located at a height of 1.5m above ground level, equivalent to
patrons standing, which is the worst case scenario with regards to noise emissions over the existing
acoustic fence.
The locations of the patrons, as considered in the SoundPLAN model, are presented in Figure 3.4.
3 Based on sound power spectrum from ANSI 3.5-1997 American National Standard - Methods for Calculation of the
Speech Intelligibility Index.
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1
+-
Village
Bicycle
/
Point source
Figure 3.4 Locations of the Patrons in the SoundPLANModel
3.3 Noise Propagation Modelling Results
The operational noise emissions from Village Bicycle cafe were calculated using the SoundPLAN
model with consideration of patron and speaker noise emissions. The other environmental noise
sources (traffic noise and patron noise from KB's Bar) were excluded to determine the effect of
Village Bicycle cafe operation on the noise amenity at Botllebrush Townhouses.
The calculated noise levels at the nearest boundary of Botllebrush Townhouses (No.1 Botllebrush
Avenue). relative to the criteria for 6:00am to 10:00pm operation. are presented in Table 3.3 and in
Appendix D.
Table 3.3 Calculated Noise Levels (Before 10:00pm)
CalculatedSPL Intrusive Noise Criteria
L,. L,. Compliance
dBCAI dBCAl
45 62 Yes
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The calculated noise levels at the nearest boundary of Botllebrush Townhouses (No.1 Botllebrush
Avenue), relative to the criteria for 10:00pm to 6:00am operation, are presented in Table 3.4 and in
Appendix E.
Table 3.4 Calculated Noise Levels (After 10:00pm) - Existing 1.5m Acoustic Fence
Frequency (Hz) 63 125 250 500 1,000 2,000
SoundPLAN
29 35 39 42 41 38
calculated, LA1'
Noise limit LA" 31 37 38 42 43 39
Within criteria Yes Yes No Yes Yes Yes
Exceedance - - 1 dB{A) - - -
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4. Discussion and Recommendations
4.1 Compliance with Noise Limits
The noise emissions from Village Bicycle cafe, under busy operational conditions, considering
amplified music of up to 85dB(A)L,o, at 3 m from the speaker and typical patron noise emissions in
the internal and outdoors dining area, are within the noise limit applicable before 10:00pm. After
10:00pm the noise limit is marginally exceeded in the 250Hz octave band. Whilst the calculated
sound pressure levels in the other octave bands are within the criteria, they are very close to the
limits.
Therefore, conditions on amplified music (speaker) and patron noise emissions are recommended
to ensure that the intrusive noise levels after 10:00pm at the nearest boundary of Bottlebrush
Townhouses are within the acceptable levels.
4.1.1 Recommended Levels for Amplified Music
To ensure compliance with the day-time/evening (6am to 1Opm) noise limit the instantaneous volume
level, at 3m from any of the speakers at Village Bicycle, must not exceed 85dB(A) or 90dB(C)Ll0
when measured at 3 metres from the speakers. This corresponds to the sound pressure level
measured when the speaker volume was set at its loudest during the attended noise measurements
on the 2nd of May 2015.
The Guideline for Acoustical Consultants - When Assessing Noise Associated with Entertainment
and Patrons at Premises Licensed Under the Liquor Act 1992 (Office of Liquor and Gaming
Regulation, 2010) provides a procedure for calculating recommended levels from amplified music.
This procedure considers noise emissions from amplified music only and does not consider patron
noise, thus it is provided only to establish the recommended instantaneous volume level at 3m from
any of the speakers at Village Bicycle cafe.
The results of the amplified music assessment are presented in Appendix F.
4.1.2 Recommended Levels for Patron Noise
Since patron noise is the primary concern associated with Village Bicycle cafe operations, based on
the results of the operational noise propagation modelling, operational noise levels for patron noise
emissions were determined. The maximum sound pressure levels, 3m from the outdoor dining areas
of Village Bicycle cafe, are presented in Table 4.1.
Table 4.1 Conditions on Patron Noise
Maximum Sound Pressure Level
After 10:00pm
Location
L'D dB(A) L'D dB(C)
Front of Village Bicycle cafe (3m from nearest tables) 76 81
North-eastern boundary of Village Bicycle cafe (3m from nearest tables) 65 75
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The two locations for measuring patron noise are presented in Figure 4.1.
.Bolflebr~
/ TownhOuses
I o
Front 01 Restaurant
3m lrom nearest tables ~
/ 0 <:.:. Norlh .••astern
.. . boundary lence
(O.5m above lence line)
/
I
) Figure 4.1 Locations lor Measuring Patron Noise (SoundPLAN Extract)
Village Bicycle can operate with patrons indoors and outdoors, seated andlor standing, as long as
the maximum sound pressure levels, 3m from the outdoor dining areas of Village Bicycle cafe, as
presented in Table 4.1 are not exceeded.
4.1.3 Noise Management Measures
To ensure compliance with the recommended limits on patron noise emissions, the following noise
management measures must be implemented:
• Staff actively encourage patrons to keep the noise down;
• At closing time, staff ensure patrons move away from the premises as quickly and quietly as
possible; and
• Allow outdoor patrons to be standing, thus allowing free movement between tables, which
can alleviate problem of patrons calling out to one another.
4.1.4 Recommended Additional Noise Control Measures
In addition to the patron noise management measures, the following additional noise control
measures are recommended:
• Raising the height of the existing 1.5m high timber noise barrier fence to 204m with O.9m
addition, which will be added in a seamless way with no gaps between the existing timber
palings and the addition; or
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• that will be added in a seamless way with no gaps between the existing timber palings and
the addition; or
• Construction of a new 204m high acoustic fence alongside or in place of the existing fence on
the north-eastern boundary;
• The intent of the provision of higher acoustic fence is to screen the direct line of view from
the outdoor dining area of the cafe to the top floor of Botllebrush Townhouses; and
• If a new acoustic fence is constructed, suitable materials are timber, fibre-cement, aerated
concrete (Hebel) or other material with a minimum density of 12.5 kg/m2•
Operational noise propagation modelling was carried out with consideration of 204m high acoustic
fence. The results are presented in Table 4.2 and in Appendix G.
Table 4.2 Calculated Noise Levels (Alter 10:00pm) - 2.4m Acoustic Fence
Frequency (Hz) 63 125 250 500 1,000 2,000
SoundPLAN
calculated, LA10
28 34 37 40 40 37
(with proposed
2.4m fence)
Noise limit !.A,. 31 37 38 42 43 39
Within criteria Yes Yes Yes Yes Yes Yes
The location of the recommended 204m acoustic fence is presented in Figure 4.2.
/ o
Recommended 2.4m
acoustic fence
Figure 4.2 Location of the Recommended 2.4m Acoustic Fence
Client: One Free Ride Trust Page 18
Doc No.: ATP150314-R.NIA-2
Doc Title: Noise Impact Assessment
Page 23
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5. Conclusions
Based on the results of the noise assessment in support of Cafe Liquor License for Village Bicycle
Cafe, with consideration of typical background noise levels for day-time/evening (6am to 10pm) and
night-time (1Opm to 6am), the following is concluded:
• To ensure compliance with the day-time/evening (6am to 10pm) noise limit the instantaneous
volume level, at 3m from any of the speakers at Village Bicycle, must not exceed 85dB(A) or
90dB(C)L,o when measured at 3 metres from the speakers. This corresponds to the sound
pressure level measured when the speaker volume was set at its loudest during the attended
noise measurements on the 2nd of May 2015.
• Village Bicycle can operate with patrons indoors and outdoors, seated and/or standing, after
10:00pm as long as the following conditions are met:
o The sound pressure levels measured 3m from the nearest tables in front of the cafe
must not exceed 76dB(A)L10; and
o The sound pressure levels measured 3m from the nearest tables along the north-
eastern boundary of the cafe must not exceed 65 dB(A)L,o.
• To ensure compliance with the recommended limits on patron noise emissions, the following
noise management measures must be implemented:
o Staff actively encourage patrons to keep the noise down;
o At closing time, staff ensure patrons move away from the premises as quickly and
quietly as possible; and
o Allow outdoor patrons to be standing, thus allowing free movement between tables,
which can alleviate problem of patrons calling out to one another.
• In addition to the patron noise management measures, the following additional noise control
measures are recommended:
o Raising the height of the existing 1.5m high timber noise barrier fence to 204m with
0.9m addition, which will be added in a seamless way with no gaps between the
existing timber palings and the addition; or
o Construction of a new 204m high acoustic fence alongside or in place of the existing
fence on the north-eastern boundary;
---------- --
Client: One Free Ride Trust Page 19
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 24
"J"P
o The intent of the provision of higher acoustic fence is to screen the direct line of view
from the outdoor dining area of the cafe to the top floor of Boltlebrush Townhouses;
and
o If a new acoustic fence is constructed, suitable materials are timber, fibre-cement,
aerated concrete (Hebel) or other material with a minimum density of 12.5 kg/m2.
• The location of the recommended 2.4m acoustic fence is presented in Figure 4.2 of this
report.
• Provided the recommended additional noise control measures are implemented as specified
in this report, the operation of Village Bicycle cafe will not result at unreasonable noise at the
nearest noise sensitive places.
Client: One Free Ride Trust Page 20
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 25
,,-,-p
6. References
• ANSI 3.5-1997 American National Standard - Methods for Calculation of the Speech
Intelligibility Index
• Australian Standard AS1055.2-1997 (Acoustics - Description and Measurement of
Environmental Noise Part 2: Application to Specific Situations)
• Australian Standard ASIEC61672.1-2004 (Electroacoustics - Sound level meters -
Specifications)
• Office of Liquor and Gaming Regulation, 2010. Guideline for Acoustical Consultants -
When Assessing Noise Associated with Entertainment and Patrons at Premises Licensed
Under the Liquor Act 1992
Client: One Free Ride Trust Page 21
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessmenl
Page 26
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Appendix A
Site Photos
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title; Noise Impact Assessment
Page 27
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Photo 1. View of VlIfage Bicycle cafe from Noosa DrIve
Photo 2. View of Village Bicycle cafe from Bottlebrush Avenue (1.5 m Acoustic Fence In the Foreground)
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Ti~e: Noise Impact Assessment
Page 28
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Photo 3. Front 01 cale at 8:30pm 2 May 2015
Photo 4. Side 01 cale a18:30pm 2 May 2015
Client: One Free Ride Trust
Doc No.: ATP150314.R.NIA.2
Doc Title: Noise Impact Assessment
Page 29
,,-,-p
Photo 5. Noise measurement location In front of Bottlebrush Townhouses (9110 June 2015)
Photo 6. In Iront 01 Bolliebrush Townhouses (KB's Bar Is visible across Noosa Drive) (9110 June 2015)
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 30
,,-,-p
Photo 7. Noise measurement location In front of Bottlebrush Townhouses (2 May 2015)
Photo 8. In Iront 01 Boltlebrush Townhouses (KB's Bar Is visible across Noosa Drive) (2 May 2015)
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 31
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Photo 9. Measurement of speaker sound levers
Photo 10. Patrons leaving KB's Bar (@12:30pm 2 May 2015)
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 32
,,-,-p
Photo 11. Une of Sight to Bottlebrush Townhouses (No.1 Bottlebrush Avenue)
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 33
,,-,-p
Appendix B
Certificates of Calibration
--------
Client: One Free Ride Trusl
Doc No.: ATP150314-R-NIA-2
Doc Tille: Noise Impact Assessment
Page 34
CERTIFICATE OF _ CALIBRATION CERTIFICATE No.: SLM 39747 & FILT 0165 Equipment Description: Sound and Vibration Analyzer Manufacturer: ‘ Svantek Model No: Svan-949 Serial No: 9704 Microphone Type: . SV-22 Serial No: 4012782 ‘Filter Type: "1/3 Octave Serial No: 9704 Comments: All tests passed for type 1. (See over for details) Owner: VDM Consulting Pty Ltd Level 8, 42 Marine Parade Southport, QLD 4215 Ambient Pressure: 1010 hPa+1.5 hPa Temperature: 23 °C 42°C Relative Humidity: 50% +5% Date of Calibration; 13/07/2013 Issue Date: 16/07/2013 Acu-Vib Test Procedure: AVP05 (SLM) & AVPO6 (Filters) CHECKED BY: Ww... AUTHORISED SIGNATURE? osssseceseeseee bbe tel feeten fees ! Accredited for compliance with ISO/IEC 17025 i The results of the tests, calibration and/or measurements included in this document are traceable to Australian/national standards. a aN . eq ACU-VIB Reson HEAD OFFICE Unit 14, 22 Hudson Ave. Castle Hill NSW 2154 * Tel: (02) 96808133 Fax: (02)96808233 Accredited Lab, No. 9262 Mobile: 0413 809806 Acoustic and Vibration web site: www.acu-vib.com.au Measurements c Page 1 of 2 AVCERTOS Rev. 1.1 11,06.13
Page 35
level 7 Building 2 423 Pennant Hills Rd
Pennant Hills NSW AUSTRALIA 2120
Ph: +61294840800 A.B.N. 65160399119
www.acousticresearch.com.au
Calibration Certificate
Number: CI3424
Client Details: YOM Consulting Pty Ltd
Level 8, 42 Marine Parade
Southport QLO 4215
Eqnipment Tested! Model Nnmber: Rion NC-74
Instrnment Serial Numbel': 34615224
Ambient Temperatnre : 23°C
Relative IInmidity : 32%
Bal'Ometl'ic Pressnre: lOlA kPa
Tested and Cltecl,ed by : Adrian Walker
Calibmtion Date: 05-August-20 13
Secondary Cltecl, by : Lynsey Gillies
Report Issue Date: 05-August-:f0 13
Appl'Oved Signatory :/~ (,~
Tested To : IEC60942:2004
Comments: All tests passed for type I
Reference PI'opel.ty Measnred Valne Resnlt
94 dB al 1000 f1z SPL 93.79 dB Pass
Frequency 1,002.86 f1z Pass
Short terlll fluctuation 0,00 dB Pass
DistOl"lion 1.40% Pass
A Acoustic Research Labs Ply Ltd is NATA Accn:ditcd Labonuory Number 14172.
NATA °nlis documenl is issued in accordance with NATA's accreditation requirements.
V
_1) •••
0:_ ••••
Ac.:crcditcd for compliance \\.;lh ISO/lEe 17025.
ntis document shall nol be reproduced except in full.
ACCMDl'''''ON
Page 36
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Appendix C
Weather Data
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 37
Tewantin, Queensland
May 2015 Daily Weather Observations
.~f:.
••
Australian Government 1
~ Bureau of Meteorology
Temps Max wind gust 9am 3pm
Rain Evap Sun
Date Day Min Max Dfrn Spd Time Temp RH Cld Dim Spd MSLP Temp RH Cld Dim Spd MSLP
.C .C mm mm 000", kmlh local •C % eighths kmlh hP • .C % eighths kmlh hP.
1 Fr 16.3 24.1 43.4 NE 56 14:46 22.6 71 ENE 26 1015.4 22.2 92 NE 30 1007.1
2 Sa 12.7 23.4 24.4 NW 22 13:05 18.7 77 NNW 6 1013.7 22.8 58 WNW 9 1010.4
3 Su 14.7 26.3 0 NW 19 09:45 20.7 74 NW 9 1012.9 23.4 66 ENE 11 1010.1
4 Mo 15.5 25.1 0 ESE 20 14:23 21.9 74 S 6 1014.1 23.9 50 SE 13 1011.6
5 Tu 15.5 26.7 0 NNE 20 13:50 23.0 70 NNW 6 1014.4 24.8 69 NNE 13 1010.2
6 We 16.6 29.4 0 ESE 19 13:44 23.7 75 NW 7 1014.8 26.9 51 ESE 11 1012.5
7 Th 12.6 25.3 0 SE 24 12:33 19.8 48 WSW 6 1016.9 23.6 63 SE 15 1014.2
8 Fr 12.5 23.5 0 ESE 30 12:52 20.7 52 SSW 11 1017.9 22.0 58 SE 13 1015.5
9 Sa 12.2 25.1 0 SW 48 13:36 20.4 64 W 6 1018.7 24.1 34 NW 7 1015.3
10 Su 9.8 23.7 0 NE 17 14:11 18.5 52 W 6 1017.6 21.7 52 ENE 9 1013.8
11 Mo 10.8 25.6 0 WSW 22 12:22 19.9 46 WNW 7 1017.3 25.3 34 W 9 1013.5
12 Tu 10.6 24.4 0 SSW 17 09:31 21.0 52 SSW 6 1017.6 23.3 59 NE 9 1014.6
13 We 12.1 25.6 0 SW 26 21:44 20.0 59 WNW 7 1016.9 24.8 35 W 9 1013.3
14 Th 9.0 19.9 0 SSW 35 11 :22 15.0 38 SSW 13 1023.7 19.1 37 S 13 1022.3
15 Fr 8.0 22.2 0 S 43 22:22 18.2 45 S 15 1027.0 21.1 54 S 22 1024.7
16 Sa 16.0 22.8 0.8 SSE 46 11 :46 20.0 69 S 20 1027.9 21.1 69 SSE 24 1026.0
17 Su 16.5 22.4 13.6 SE 43 13:03 19.2 84 SSW 11 1028.3 20.4 80 SSE 15 1026.6
18 Mo 17.5 23.1 11.2 SSW 44 03:59 20.4 84 SSE 15 1026.3 22.2 76 SSE 15 1023.3
19 Tu 17.1 23.6 1.8 20.1 88 S 13 1022.0 22.3 76 ESE 9 1018.5
20 We 16.6 25.4 NE 20 12:43 22.1 78 NNW 2 1020.5 22.9 79 NNE 13 1017.6
21 Th 16.5 27.5 0 S 28 17:42 20.4 95 N 9 1019.6 26.4 60 WSW 4 1015.0
22 Fr 15.6 21.4 4.2 WSW 31 14:10 18.9 61 W 9 1017.8 19.6 42 SW 13 1015.7
23 Sa 13.4 21.8 0 SSE 48 12:29 18.9 58 S 22 1022.1 21.0 50 SSE 20 1022.4
24 Su 15.6 22.1 0 S 35 08:21 18.5 65 S 20 1027.8 18.5 79 SE 6 1026.6
25 Mo 14.8 22.5 1.4 S 31 11 :53 19.6 69 S 17 1030.0 21.1 68 SSE 13 1027.2
26 Tu 14.9 22.1 0 S 26 10:49 19.6 74 S 11 1027.9 20.8 72 SSE 11 1024.3
27 We 15.3 22.7 0 ESE 26 10:38 20.3 75 SSW 11 1024.9 20.9 72 ESE 13 1021.6
28 Th 15.0 23.3 0 S 22 09:20 20.2 80 S 11 1024.1 21.6 71 E 13 1021.6
29 Fr 14.4 25.1 0 NNE 19 14:57 20.7 81 Calm 1024.7 22.5 77 NNE 13 1021.2
30 Sa 15.9 26.5 0 NNE 20 15:12 21.7 63 NW 6 1023.2 23.8 73 NNE 11 1018.3
31 Su 16.5 26.4 0 NNW 26 10:13 21.6 85 NW 9 1019.2 25.0 64 NW 7 1014.3
Stallsllcs for May 2015
Mean 14.2 24.2 20.2 68 10 1020.8 22.6 61 12 1017.7
Lowest 8.0 19.9 15.0 38 Calm 1012.9 18.5 34 WSW 4 1007.1
Highest 17.5 29.4 43.4 NE 56 23.7 95 ENE 26 1030.0 26.9 92 NE 30 1027.2
Total 100.8
Qbservahons were drawn from Tewanttn RSL Park {station 040908} IDCJDW4118.20150S Prepared at 13:05 UTe on 21 Jun 2015
Copyright C 2015 Bureau of Meteorology
User. at this product are deemed to have read the information and
accepted the conditions described In the notes It
http://www.born.gov.aulclimateldwoi10CJOWoooo..pdf
[OCR of page images]
Tewantin, Queensland
May 2015 Daily Weather Observations secon
Bureau of Meteorology
Temps Rain | Evap | Sun Max wind gust 9am 3pm
Date | Day [ Min | Max Dirn | Spd | Time | Temp | RH Cid | Dirn | Spd | MSLP | Temp | RH Cld | Dirn | Spd | MSLP
°C °C mm mm hours. km/h local °C % eighths. km/h hPa ee % eighths km/h hPa
1 Fr 16.3 24.1 43.4 NE 56] 14:46 22.6 71 ENE 26| 1015.4 22.2 92 NE 30} 1007.1
2 Sa) 12.7) 23.4) 24.4 NW) 22) 13:05 18.7 77 NNW 6} 1013.7 22.8 58 WNW! 9} 1010.4
3 Su} 14.7] 26.3 0 NW 19} 09:45 20.7 74 NW 9} 1012.9 23.4 66) ENE 11] 1010.1
4 Mo} 15.5] 25.1 0 ESE 20) 14:23 21.9 74 Ss 6} 1014.1 23.9 50 SE 13) 1011.6
5 Tu; 15.5} 26.7 0 NNE 20) 13:50 23.0 70 NNW 6} 1014.4 24.8 69 NNE 13) 1010.2
6 We! 16.6) 29.4 0 ESE 19) 13:44 23.7 75 NW 7| 1014.8 26.9 51 ESE 11) 1012.5
7 Th) 12.6) 25.3 0 SE 24) 12:33 19.8 48 WSW! 6| 1016.9 23.6 63 SE 15| 1014.2
8 Fr| 12.5) 23.5 0 ESE 30} 12:52 20.7 52 SSW 11} 1017.9 22.0 58 SE 13) 1015.5
9 Sa} 12.2) 25.1 0 sw 48) 13:36 20.4 64 Ww 6| 1018.7 24.1 34 NW 7| 1015.3
10 Su 9.8] 23.7 0 NE 17] 14:41 18.5 52 Ww 6| 1017.6 2117; 52 ENE 9} 1013.8
11 Mo] 10.8} 25.6 0 WSW. 22) 12:22 19.9 46 WNW 7| 1017.3 25.3 34 Ww 9} 1013.5)
12 Tu} 10.6) 24.4 0 ssw 17| 09:31 21.0 52 SSW 6| 1017.6 23.3 59 NE 9} 1014.6
13 We} 12.1] 25.6 0 sw 26} 21:44 20.0 59 WNW 7| 1016.9 24.8 35 Ww 9} 1013.3
14 Th 9.0) 19.9 0 SSW 35} 11:22 15.0 38 ssw 13} 1023.7 19.1 37 Ss 13) 1022.3
15 Fr 8.0} 22.2 0 Ss 43] 22:22 18.2 45 Ss 15} 1027.0 21.1 54 Ss 22| 1024.7
16 Sa} 16.0) 228 0.8 SSE 46) 11:46 20.0 69 S$ 20} 1027.9 21.4 69 SSE 24) 1026.0)
17 Su} 16.5} 22.4) 13.6 SE 43] 13:03 19.2 84 ssw, 11} 1028.3 20.4 80 SSE 15| 1026.6
18 Mo] 17.5] 23.4 11.2 SSW 44] 03:59 20.4 84 SSE 15} 1026.3 22.2 76 SSE 15| 1023.3
19 Tu] 17.4) 23.6 1.8 20.1 88 Ss 13) 1022.0 22.3 76 ESE 9} 1018.5
20 We} 16.6} 25.4 NE 20) 12:43 22.1 78 NNW 2| 1020.5 22.9 79 NNE 13] 1017.6
21 Th} 16.5} 27.5 0 Ss 28] 17:42 20.4 95 N 9| 1019.6 26.4 60 wsw 4| 1015.0
22 Fr) 15.6) 21.4 4.2 WSW: 31} 14:10 18.9 61 WI 9| 1017.8 19.6 42 sw 13) 1015.7
23 Sa} 13.4, 21.8 0 SSE 48) 12:29 18.9 58 Ss 22) 1022.1 21.0 50 SSE) 20| 1022.4
24 Su} 15.6) 22.1 0 S 35} 08:21 18.5 65 Ss 20} 1027.8 18.5 79 SE 6} 1026.6
25 Mo| 14.8} 22.5 1.4 i} 31} 11:53 19.6 69 Ss 17| 1030.0 21.4 68 SSE 13) 1027.2
26 Tu] 14.9} 22.1 0 S 26} 10:49 19.6 74 Ss 11] 1027.9 20.8 72 SSE 11} 1024.3
27 We} 15.3) 22.7 0 ESE 26} 10:38 20,3 75 ssw 11} 1024.9 20.9 72 ESE 13) 1021.6
28 Th) 15.0) 23.3 0 Ss 22| 09:20 20.2 80 Ss 11) 1024.1 21.6 71 Ei 13] 1021.6)
29 Fri. S944)" “2534 0 NNE 19| 14:57 20.7 81 Calm} 1024.7 22.5 7 NNE 13} 1021.2
30 Sa} 15.9) 26.5 0 NNE 20) 15:12 21.7 83 NW 6} 1023.2 23.8 73 NNE 11] 1018.3)
31 Su} 16.5] 26.4 0 NNW 26} 10:13 21.6 85 NW 9] 1019.2 25.0 64 NW 7| 1014.3
Statistics for May 2015
Mean] 14.2) 24.2 20.2 68 10} 1020.8 22.6 61 12| 1017.7
Lowest 8.0 19.9 15.0 38 Calm} 1012.9 18.5 34 WwsSw 4) 1007.1
Highest 17.5 29.4 43.4 NE 56 23.7 95 ENE 26} 1030.0 26.9 92 NE 30} 1027.2)
Total 100.8
Observations were drawn from Tewantin RSL Park {station 040908} IDCJDW4118.201505 Prepared at 13:05 UTC on 21 Jun 2015
Copyright © 2015 Bureau of Meteorology
Users of this product are deemed to have read the information and
accepted the conditions described in the notes at
http:/Awww.bom.gov.au/climate/dwoADCJDW0000.pdt
Page 38
Tewantin, Queensland •
June 2015 Daily Weather Observations }1J6t, Australian Government
~ Bureau of Meteorology
Temps Max wind gust 9am 3pm
Date Rain Evap Sun
Day Min Max Dlrn Spd Time Temp RH Cld Dlrn Spd MSLP Temp RH Cld Dlrn Spd MSLP
°C 'C mm mm hours kmlh local °C % eighths kmlh hP. °C % eighths kmlh hP.
1 Mo 18.5 21.4 0.2 WSW 20 12:28 20.4 72 W 6 10165 19.5 61 W 9 1015.3
2 Tu 8.9 20.1 0 ESE 22 13:23 15.3 62 SSW 7 1022.0 18.2 54 SE 11 1018.8
3 We 7.9 19.5 0 ESE 17 13:30 15.9 60 S 9 1022.4 18.5 56 ESE 11 1019.1
4 Th 9.2 21.1 0 ENE 15 11 :46 16.4 70 S 7 1022.1 19.5 68 NNE 1018.7
9
5 Fr 8.6 22.1 0 W 24 10:26 16.2 49 W 7 1020.3 20.8 32 SSW 9 1017.0
6 Sa 7.8 21.6 0 S 41 13:50 16.3 53 W 6 1023.0 20.9 53 S 22 1021.7
7 Su 15.8 22.7 0.2 S 39 13:01 18.6 68 S 17 1027.0 20.0 71 SSE 15 1025.9
8 Mo 16.1 22.2 7.2 SE 24 11 :30 18.7 81 S 11 1027.1 21.5 52 ESE 11 1024.0
9 Tu 15.9 22.8 0 ESE 19 12:41 19.3 77 SSW 11 1025.5 21.0 62 ESE 11 1022.7
10 We 15.9 22.4 0 ESE 26 11 :46 20.0 75 S 9 1025.2 21.4 74 SSE 13 1023.8
11 Th 17.0 23.1 7.2 SSE 46 20:40 18.7 88 S 13 1028.2 21.5 75 SSE 19 1026.3
12 Fr 15.4 21.2 22.0 SE 39 21:27 15.6 98 S 17 1029.0 18.3 89 SSE 13 1025.7
13 Sa 15.5 22.7 15.0 ESE 33 11 :44 21.2 64 ESE 17 1026.6 21.5 63 ESE 13 1023.7
14 Su 15.7 21.2 1.2 S 26 11 :17 19.2 86 S 17 1025.4 19.2 93 S 9 1022.6
15 Mo 15.5 22.6 4.4 SSE 26 10:51 19.2 91 S 9 1024.5 21.3 72 SSE 13 1021.9
16 Tu 16.3 22.3 0.2 N 20 15:36 19.7 94 S 9 1022.4 21.2 82 NE 9 1019.0
17 We 15.7 22.0 2.6 NE 24 17:46 19.8 87 N 6 1017.1 19.8 91 WSW 6 1015.0
18 Th 12.5 23.9 2.6 SSW 17 09:54 18.9 81 Calm 1017.2 21.5 63 NE 9 1014.1
19 Fr 11.9 20.8 0 SW 24 11 :06 16.8 64 WSW 6 1017.7 20.1 40 WSW 13 1014.6
20 Sa 8.9 20.6 0 S 24 10:04 16.5 58 SSW 11 1020.0 18.7 56 SE 15 1017.9
21 Su 12.6 0 16.3 61 S 19 1024.4 19.1 59 S 17 1022.9
Statistics lor the IIrst 21 days 01 June 2015
Mean 13.4 21.8 18.0 73 10 1023.0 20.2 65 12 1020.5
Lowest 7.8 19.5 15.3 49 Calm 1016.5 18.2 32 WSW 6 1014.1
Highest 18.5 23.9 22.0 SSE 46 21.2 98 S 19 1029.0 21.5 93 S 22 1026.3
Total 62.8
Observations were drawn from Tewantin RSL Park {station 040908} IDCJDW4118.201506 Prepared at 06:27 UTe on 21 Jun 2015
Copyright C 2015 Bureau of Meteorology
Users 01 this product are deemed to have read t~e Information and
accepted the conditions described In the notes at
http://www.bom.gov.aulclimate.dwollOCJDWOOOO.pdl
[OCR of page images]
Tewantin, Queensland
June 2015 Daily Weather Observations
Temps Rain | Evap | sun Max wind gust 9am
Date | Day Min Max Dirn Spd | Time | Temp | RH Cld Dirn Spd | MSLP | Temp | RH Cid Dirn Spd | MSLP
°C °C mm mm hours km/h local °C % eighths km/h hPa °C % eighths km/h hPa
1 Mo 18.5 21.4 0.2 WSW 20) 12:28 20.4 72 WwW 6} 1016.5 19.5 61 WwW 9| 1015.3
2 Tu 8.9 20.1 0 ESE 22| 13:23 15.3 62 ssw 7| 1022.0 18.2 54 SE 11} 1018.8
3 We 7.9 19.5 0 ESE 17| 13:30 15.9 60 Ss 9} 1022.4 18.5 56) ESE 11) 1019.1
4 Th F2) 21.1 0 ENE 15} 11:46 16.4 70 Ss 7| 1022.1 19.5 68 NNE 9} 1018.7
5 Fr 8.6) 221 0 Wi 24; 10:26 16.2 49) Ww 7} 1020.3 20.8 32 ssw 9} 1017.0
6 Sa 7.8 21.6 0 $s 41) 13:50 16.3 53 Wi 6} 1023.0 20.9 53 Ss 22) 1021.7
7 Su 15.8 22.7 0.2 $s 39} 13:01 18.6 68 Ss 17} 1027.0) 20.0 71 SSE 15} 1025.9
8 Mo 16.1 22.2 he SE 24, 11:30 18.7 81 Ss 11) 1027.1 21.5 52 ESE 11} 1024.0
9 Tu 15.9 22.8 0 ESE 19} 12:41 19.3 77 SSW 11] 1025.5 21.0 62 ESE 11} 1022.7
10 We 15.9} 22.4 0 ESE 26) 11:46 20.0 75 Ss 9} 1025.2 21.4 74 SSE 13} 1023.8
W Th 17.0) 23.1 7.2 SSE 46} 20:40 18.7 88 s 13) 1028.2 21.5 75 SSE 19} 1026.3
12 Fr 15.4, 21.2 22.0 SE 39) 21:27 15.6 98 Ss 17} 1029.0 18.3 89 SSE 13] 1025.7
13 Sa 15.5) 22.7 15.0 ESE 33) 11:44 21.2 64 ESE 17} 1026.6 21.5 63 ESE 13} 1023.7
14 Su 15:7). «(202 1.2 Ss 26) 11:17 19.2 86 s 17} 1025.4 19.2 93 Ss 9} 1022.6
15 Mo 15.5} 22.6 4.4 SSE 26) 10:51 19.2 91 s 9} 1024.5 21.3 72 SSE 13) 1021.9)
16 Tu 16.3 22.3 0.2 N 20} 15:36) 19.7 94 $s 9} 1022.4 21.2 82 NE 9} 1019.0
17 We 15.7 22.0 2.6 NE 24| 17:46 19.8 87 N 6} 1017.1 19.8 91 Wwsw 6) 1015.0)
18 Th 12.5 23.9 2.6 ssw 17} 09:54 18.9 81 Calm| 1017.2 21.5 63 NE 9} 1014.1
19 Fr) 11.9) 20.8 0 sw 24) 11:06 16.8 64 WSW: 6} 1017.7 20.1 40 WSW 13} 1014.6
20 Sa 8.9} 20.6 0 $s 24) 10:04 16.5 58 ssw 11} 1020.0 18.7 56 SE 15} 1017.9
21 Su 12.6 0 16.3 61 Ss 19} 1024.4 19.1 59 Ss 17} 1022.9
Statistics for the first 21 days of June 2015
Mean 13.4, 21.8 18.0 73 10} 1023.0 20.2 65 12} 1020.5
Lowest 7.8 19.5 15.3 49 Calm| 1016.5 18.2 32 WSW 6| 1014.1
Highest 18.5 23.9 22.0 SSE 46 21.2 98 Ss 19} 1029.0 21.5 93 Ss 22| 1026.3
Total 62.8
Observations were drawn from Tewantin RSL Park {station 040908} IDCJDW4118.201506 Prepared at 06:27 UTC on 21 Jun 2015
Copyright © 2015 Bureau of Meteorology
Users of this product are deemed to have read the information and
accepted the conditions described in the notes at
http://www.bom.gov.au/climate/dwo/DCJDW0000.pdf
Page 39
".,.p
Appendix 0
Operational Noise Levels before 10:00pm (Sound PLAN)
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 40
Receiver Sound Levels
Village Bicycle Noise Emissions
from Patrons and Speaker
Location: Footpalh in Front of No.1 BollJebrush Avenue
",-p
SPL
Receiver Name Leq 1hr
dB(A)
Fooloalh at Bolliebrush Townhouses I 43
ATP Consulting Engineers 1
Sound PLAN 7.2
Page 41
,,-,-p
Appendix E
Operational Noise Levels after 10:00pm (SoundPLAN)
-------
Client One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Tille: Noise Impact Assessmenl
Page 42
Receiver Sound Levels
Village Bicycle Noise Emissions
from Patrons and Speaker
,,-,-p
Location: Footpath in Front of No.1 Botllebrush Avenue
63Hz 125Hz 250Hz 500Hz 1kHz 2kHz
Leq Leq Leq Leq Leq Leq
dB(A) dB(A) dB(A) dB(A) dB(A) dB(A)
27 ! 33 I 37 I 40 I 39 I 36 I
ATP Consulting Engineers
Sound PLAN 7.2
Page 43
ATP150314
----l
Village Bicycle Cafe, Noosa
Client: One Free Ride Trust
Grid Noise Map - 1.8m AGL
LAeq(1hr)
Operational Noise from Cafe
(Patron and Speaker Noise)
Existing Acoustic Fence
Project Engineer: Sam Fraser
Created: 23/06/2015
Processed with SoundPLAN 7.2
= 25 Legend
= 30 "" PoiI'll source
= 35 I:J BuLding
= 40
= 45 _Wal
= 50
= 55
*" Point receiver
= 60
= 65
= 70
= 75
-
SCALE 1:300
o 15 3
"
m
CONSUlllNG ENGINEERS
Page 44
",-p
Appendix F
Normalisation Moderator
Client: One Free Ride Trust
Doc No.: ATP150314-R-NIA-2
Doc Title: Noise Impact Assessment
Page 45
Normalisation Moderator
Assessment of amplified music noise levels
Frequencies 1Hz) 63 125 250 500 1000 2000 dBLin dB(e) dB(A)
A Normalisation Moderator 105 109 100 99 96 95 111 111 102
B Site L10 (3m from Speakers) 83 86 83 76 80 79 90 90 85
C A.B (Moderator. Source) 22 23 17 23 16 16
Intrusive Levels at worst
0 72 67 60 62 62 57
affected site IL 101
Contribution of Traffic Noise to
E 17 17 15 13 15 14
L10 Levels
D.E Intrusive Levels at worst
F affected site (L 10) 55 50 45 49 47 43
with Traffic Noise Removed
C+F (Normalised intrusion level
G 77 73 62 72 63 58
at affected sltel
Background at worst affected
H 49 45 39 37 35 30
site IL90l
G.H (Exceedance of
I 28 28 23 35 28 28
Backaroundsl
Maximum Allowable
J Exceedance 8 8 8 8 8 8
tAfter 10:00oml
K Exeedance of Tolerance 20 20 15 27 20 20
L New Recommended Level 111 . 27 = 84 dBLin