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Appendices 6 SMP, 7 Bushfire & 8 Noise impact - Email 3 of 4 - MCU16/0153 & REC16/0041
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From: Ashleigh Goullet
Sent: 20 Dec 2016 17:09:11 +1000
To: Mailbox Council Mail
Cc: Cameron Adams
Subject: ADAMS + SPARKES Town Planning Report (David Low Way) (Email 3 of 4)
Attachments: Appendix 8 Noise Impact Assessment prepared by ASK Consulting
Engineers.pdf, Appendix 6 Stormwater Management Plan prepared by Covey & Associates.pdf, Appendix
7 Bushfire Assessment prepared by JWA Ecological Consulting.pdf
Hi
Please see attached for your assessment.
Thankyou
Ashleigh Goullet | PLANNING ASSISTANT
P 07 5313 7705 | [email protected] | astpd.com.au
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Page 2
MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING & VISITOR ACCOMMODATION
215 DAVID LOW WAY, PEREGIAN BEACH
APPENDIX 8 – NOISE IMPACT ASSESSMENT
Prepared by ASK Acoustics and Air Quality
THOMCO (NO 2087) PTY LTD
DECEMBER 2016
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ASK Consulting Engineers Pty Ltd
ABN: 55 622 586 522 ACN: 128 491 967
PO Box 3901 South Brisbane QLD 4101
P: 07 3255 3355 F: 07 3844 7180
www.askconsulting.com.au
[email protected]
Essence of Peregian Beach
215 David Low Way, Peregian Beach
Noise Impact Assessment
Report: 8816R01V01.docx
Prepared for:
Thomco (No 2087) Pty Ltd
14 December, 2016
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Document Control W:\8800\8816\ASKout\8816R01V01.docx Document Ref Date of Issue Status Author Reviewer 8816R01V01_draft 12 December, 2016 Draft SL SP 8816R01V01 14 December, 2016 Final SL ‐ Document Approval Author Signature Approver Signature Name Stephen Lyons Name Stephen Pugh Title Senior Engineer Title Director Disclaimer: This document and associated tasks were undertaken in accordance with the ASK Consulting Engineers Quality Assurance System, which is based on Australian Standard / NZS ISO 9001:2008. This document is issued subject to review, and authorisation by a Senior Consultant noted in the above table. If the table is incomplete, this document shall be considered as preliminary or draft only and no reliance shall be placed upon it other than for information to be verified later. This document is prepared for our Client's particular requirements which are based on a specific brief with limitations as agreed to with the Client. It is not intended for and should not be relied upon by a third party and no responsibility is undertaken to any third party without prior consent provided by ASK Consulting Engineers. The information herein should not be reproduced, presented or reviewed except in full. Prior to passing on to a third party, the Client is to fully inform the third party of the specific brief and limitations associated with the commission. The information contained herein is for the identified purpose of acoustics only. No claims are made and no liability is accepted in respect of design and construction issues falling outside of the specialist field of acoustics engineering including and not limited to structural integrity, fire rating, architectural buildability and fit‐for‐purpose, waterproofing, safety design and the like. Supplementary professional advice should be sought in respect of these issues. Copyright: This report and the copyright thereof are the property of ASK Consulting Engineers Pty Ltd (ABN 55 622 586 522). It must not be copied in whole or in part without the written permission of ASK Consulting Engineers Pty Ltd. This report has been produced specifically for the Client and project nominated herein and must not be used or retained for any other purpose. www.askconsulting.com.au 8816R01V01.docx 2
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Contents
1. Introduction 5
2. Study Area Description 6
3. Proposed Development 8
4. Acoustic Criteria 9
4.1 Overview 9
4.2 Noosa Shire Council – Planning Scheme 9
4.3 Environmental Protection Act 9
4.4 Environmental Protection (Noise) Policy 10
4.4.1 Overview 10
4.4.2 Acoustic Quality Objectives 10
4.5 Summary and Noise Limits 11
5. Acoustic Measurements 12
5.1 Attended Noise Measurement 12
5.2 Noise Logging 12
6. Peregian Beach Hotel Noise Immissions 15
6.1 Overview 15
6.2 Noise Source Data 15
6.3 Noise Criteria 16
6.4 Predicted Mechanical Plant Noise Levels 16
6.5 Predicted Music Noise Levels 17
6.6 Predicted Drive‐Thru Noise Levels 17
7. IGA Shopping Centre Noise Immissions 19
7.1 Overview 19
7.2 Noise Source Data 19
7.3 Noise Criteria 19
7.4 Predicted Loading Dock and Carpark Noise Levels 19
7.5 Predicted Mechanical Plant Noise Levels 20
8. Peregian Beach Community Kindergarten Noise Assessment 22
8.1 Overview 22
8.2 Noise Source Data 22
8.3 Noise Criteria 22
8.4 Predicted Noise Levels 22
9. Mechanical Plant Emissions 23
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9.1 Noise Criteria and Limits 23
9.2 Assessment 23
10. Recommendations & Conclusion 24
Appendices
Appendix A Glossary 25
Appendix B Project Drawings 26
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1. Introduction
ASK Consulting Engineers Pty Ltd (ASK) was commissioned by Thomco (No 2087) Pty Ltd to provide acoustic
consultancy services for the proposed multi‐unit and housing development to be constructed at 215 David
Low Way, Peregian Beach.
This acoustic report is to accompany a Development Application for consideration by Noosa Shire Council.
The application is made over land at 215 David Low Way, Peregian Beach, and described as Lot 77 on
SP231615.
The proposed development includes the following uses:
Multi‐storey short‐stay accommodation and permanent residential unit building.
26 two‐storey house lots.
The purpose of this report is as follows:
Outline the relevant project noise criteria.
Present the results of noise monitoring.
Predict and assess the noise emissions from the development.
Describe noise mitigation requirements, if any.
To aid in the understanding of the terms in this report a glossary is included in Appendix A.
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2. Study Area Description
The proposed development is to be located at 215 David Low Way, Peregian Beach. The site location is
shown in Figure 2.1.
The site currently consists of vacant land. The proposed development is surrounded by the following
premises:
Peregian Beach Hotel and bottleshop drive‐thru to the east.
IGA shopping centre to the south‐east.
Green space to the south and west.
Peregian Beach Community Kindergarten facility to the north.
The surrounding uses have the potential to generate noise impacts on the residential development and are
required to the assessed.
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Peregian Beach
50 m Community Kindergarten
Bottle Shop Drive‐thru
Noise Logging
Location B
Noise Logging
Location A
IGA Loading Dock
Figure 2.1 Site Location (Showing Proposed Development)
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3. Proposed Development
The proposed development includes the following components:
Three storey unit building comprising:
○ 20 x one bedroom motel style units (unit numbers 1 – 10 x two floors).
○ 4 x one bedroom apartments (unit numbers 15 and 16 x two floors).
○ 8 x two bedroom apartments (unit numbers 11, 12, 13 and 14 x two floors).
16 x house lots (numbered 1 – 16) two storey dwellings approx. 170sqm, three bedroom plus study,
DLUG, of which four houses proposed to be Shop Houses addressing Rufous Lane precinct.
10 x Linea Houses (numbered 17 – 26) two storey dwellings approx. 170sqm, three bedroom plus
study and a secondary dwelling, SLUG.
Total of 58 dwellings.
The proposed building plans are included in Appendix B, the site layout is presented in Figure 3.1.
Linea Houses
House Lots
Unit Building
Figure 3.1 Proposed Site Layout
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4. Acoustic Criteria
4.1 Overview
Acoustic criteria for the project are required to assess noise immissions onto the site and emissions from
the site onto surrounding sensitive land uses. The acoustic assessment has been undertaken in accordance
with the following relevant criteria:
Noosa Shire Council – Planning Scheme.
Department of Environment and Heritage Protection (EHP) – Environmental Protection Policy (Noise)
and Environmental Protection Act.
4.2 Noosa Shire Council – Planning Scheme
The planning scheme does not specifically identify the applicable acoustic criteria for the assessment of
noise intrusion onto the residential development. Therefore, it is proposed to adopt acoustic criteria in
accordance with the EHP’s Environmental Protection Policy (Noise) and Environmental Protection Act.
4.3 Environmental Protection Act
In Queensland, the environment is protected under the Environmental Protection Act 1994. The object of
the Act is to protect Queensland’s environment while allowing for development that improves the total
quality of life, both now and in the future, in a way that maintains the ecological processes on which life
depends (ecologically sustainable development).
This legislation refers to noise as including “vibration of any frequency, whether emitted through air or
another medium” and thus includes underwater noise.
The Act states a person must not carry out any activity that causes, or is likely to cause, environmental
harm unless the person takes all reasonable and practicable measures to prevent or minimise the harm.
This is termed the ‘general environmental duty’. Environmental harm is defined as any adverse effect, or
potential adverse effect (whether temporary or permanent and of whatever magnitude, duration or
frequency) on an environmental value, and includes environmental nuisance. Environmental nuisance is
unreasonable interference or likely interference with an environmental value caused by noise or vibration.
The following noise sources are excluded from the Act – audible traffic signals, warning signals for railway
crossings, safety signals from reversing vehicle, operating a ship, aircraft, public and state controlled roads,
busway, light rail, rail, and non‐domestic animals.
This Act refers to the Environmental Protection Policies as being subordinate legislation to the Act.
The Act describes a number of offences relating to noise standards, including building work, regulated
devices (e.g. power tools), pumps, air‐conditioning equipment, refrigeration equipment, indoor venues,
outdoor events, amplifier devices other than at indoor venue or open‐air event, power boat sports in
waterway, operating power boat engine at premises, blasting, and outdoor shooting ranges. The relevant
standards are included below.
440U Air‐conditioning equipment
(1) This section applies to premises at or for which there is air‐conditioning equipment.
(2) An occupier of the premises must not use, or permit the use of, the equipment on any day—
(a) before 7a.m, if it makes a noise of more than 3dBA above the background level; or
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(b) from 7a.m. to 10p.m, if it makes a noise of more than 5dBA above the background level; or
(c) after 10p.m, if it makes a noise of more than 3dBA above the background level.
440V Refrigeration equipment
(3) This section applies to a person who is—
(a) an occupier of premises at or for which there is plant or equipment for refrigeration
(refrigeration equipment); or
(b) an owner of refrigeration equipment that is on or in a vehicle, other than a vehicle used or to
be used on a railway.
(4) The person must not use, or permit the use of, the refrigeration equipment on any day—
(a) before 7a.m, if it makes a noise of more than 3dBA above the background level; or
(b) from 7a.m. to 10p.m, if it makes a noise of more than 5dBA above the background level; or
(c) after 10p.m, if it makes a noise of more than 3dBA above the background level.
(5) In this section—
vehicle includes a trailer.
4.4 Environmental Protection (Noise) Policy
4.4.1 Overview
In respect of the acoustic environment, the object of the Act is achieved by the Environmental Protection
(Noise) Policy 2008 (EPP (Noise)). This policy identifies environmental values to be enhanced or protected,
states acoustic quality objectives, and provides a framework for making decisions about the acoustic
environment.
4.4.2 Acoustic Quality Objectives
The EPP (Noise) contains a range of acoustic quality objectives for a range of receptors. The objectives are
in the form of noise levels, and are defined for various periods of the day, and use a number of acoustic
parameters.
Schedule 1 of the EPP(Noise) includes the following acoustic quality objectives to be met at residential
dwellings:
Outdoors
○ Daytime and Evening: 50 dBA LAeq,adj,1hr, 55 dBA LA10,adj,1hr and 65 dBA LA1,adj,1hr
Indoors
○ Daytime and Evening: 35 dBA LAeq,adj,1hr, 40 dBA LA10,adj,1hr and 45 dBA LA1,adj,1hr
○ Night: 30 dBA LAeq,adj,1hr, 35 dBA LA10,adj,1hr and 40 dBA LA1,adj,1hr
In the DEHP EcoAccess Guideline “Planning For Noise Control” documentation it is proposed that the noise
reduction provided by a typical residential building façade is 7 dBA assuming open windows. That is, with
an external noise source, a 7 dBA reduction in noise levels from outside a house to inside a house is
expected when windows are fully open. Thus the indoor noise objectives noted above could be converted
to the following external objectives (with windows open):
Daytime and Evening: 42 dBA LAeq,adj,1hr, 47 dBA LA10,adj,1hr and 52 dBA LA1,adj,1hr
Night: 37 dBA LAeq,adj,1hr, 42 dBA LA10,adj,1hr and 47 dBA LA1,adj,1hr
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A sensitive receptor is defined as “an area or place where noise is measured”.
The EPP(Noise) states that the objectives are intended to be progressively achieved over the long term.
4.5 Summary and Noise Limits
The relevant noise criteria for this development are:
Noise Immissions onto the development–
○Acoustic Quality Objectives:
– Daytime and Evening: 42 dBA LAeq,adj,1hr, 47 dBA LA10,adj,1hr and 52 dBA LA1,adj,1hr
– Night: 37 dBA LAeq,adj,1hr, 42 dBA LA10,adj,1hr and 47 dBA LA1,adj,1hr
Mechanical Plant Noise Emissions:
○ Leq,adj,1hr ≤ Background L90 plus 5 dBA in the day and evening and background plus 3 dBA in the
night.
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5. Acoustic Measurements
Acoustic measurements consisted of attended noise measurements and noise logging. The noise
measurement locations are shown in Figure 2.1. The noise monitoring was undertaken in general
accordance with Australian Standard AS1055 Acoustics – Description and measurement of environmental
noise and the EHP Noise Measurement Manual.
5.1 Attended Noise Measurement
An attended noise measurement was undertaken at Location A as shown on Figure 2.1. Location A was
located near the centre of the site.
The measurements were undertaken on Friday 16th January 2015, using a field and laboratory calibrated
Norsonic NOR140 sound level meter. The microphone height was approximately 1.3m above natural
ground level and was located in the free field. Weather during the time of monitoring was fine and warm,
1/8 cloud cover, with no appreciable breeze.
Table 5.1 Attended Noise Measurement Results
Date & Period
Location Results & Notes
Time (Minutes)
A 12:21pm 15 Statistical noise levels: L10 54 dBA, Leq 53 dBA, L90 50 dBA.
16/01/15 Noise from insects dominant. (10 to 16 kHz).
Bird song throughout measurement 55 to 60 dBA.
Passing vehicles 52 to 59 dBA.
Mechanical plant from Peregian Beach Hotel audible.
Note: * The reported noise levels, excluding the statistical noise levels, are the instantaneous levels read from the
sound level meter, and generally represent the range in noise levels or maximum noise levels for a particular
noise source.
5.2 Noise Logging
Noise logging was undertaken at Location A as shown on Figure 2.1, prior to the IGA shopping Centre
development. Logging was undertaken from Friday 16th January to Wednesday 21st January 2015, using a
field and laboratory calibrated Larson Davis LD831 environmental noise logger. Noise logging was
undertaken in the free field.
Data from the Bureau of Meteorology (Sunshine Coast) indicates that weather during the monitoring
period was generally fine and warm, but with moderate rainfall on Tuesday 20th (14.8mm) between the
hours of 12:45am and 9:00am.The reported rainfall has been considered during analysis and the noise
monitoring data is considered acceptable for use in this report.
The measured noise levels are shown in Figure 5.1. The parameters graphed in Figure 5.1 are described in
the glossary in Appendix A.
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Likely
Rainfall
Noise
Figure 5.1 Graph of Noise Logging Results at Location A
From the noise logging the statistical results have been summarised in Table 5.2.
Table 5.2 Statistical Noise Levels at Location A
Parameter Statistic Noise Levels dBA
Day Evening Night
Lmax Maximum 85 76 75
Top 10% 76 66 69
Average 68 59 56
(Median) 67 58 54
Bottom 10% 60 53 47
Minimum 56 48 44
L1 Maximum 71 67 65
Top 10% 62 58 59
Average 57 52 50
(Median) 56 51 48
Bottom 10% 54 48 44
Minimum 51 45 43
L10 Maximum 64 65 61
Top 10% 55 55 52
Average 53 49 46
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Parameter Statistic Noise Levels dBA
(Median) 53 47 45
Bottom 10% 51 45 43
Minimum 48 44 41
Leq Maximum 60 61 57
Top 10% 54 53 51
Average 52 48 45
(Median) 52 46 43
Bottom 10% 49 44 41
Minimum 46 42 40
L90 Maximum 54 57 53
Top 10% 52 52 49
Average 49 46 42
(Median) 49 44 41
Bottom 10% 45 42 39
Minimum 42 40 37
The background noise levels calculated using the lowest 10th percentile method are shown in Table 5.3.
Rainfall affected noise data has been excluded from this analysis.
Table 5.3 Background Noise Levels at Location A
Background Noise Level L90 dBA
Period
Overall Less Insects
Day (7am to 6pm) 45 38
Evening (6pm to 10pm) 42 38
Night (10pm to 7am) 39 34
From the above results and observations the following comments are made:
Extraneous noise from insects dominated attended measurements and logging data. It is expected
that insects are seasonal and tend to be present in warmer months. During cooler periods of the
year, insect noise is expected to be significantly reduced. Background noise levels in the quieter
periods of the year have been estimated by removing the high frequency (8kHz and 16kHz octave
bands) insect noise from the analysis of background noise levels.
Rainfall was recorded on the morning of Tuesday 20th between the hours of 12:45am and 9:00am
and appears to have affected the noise levels. The noise affected data has been removed from the
determination of background noise levels.
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6. Peregian Beach Hotel Noise Immissions
6.1 Overview
There are several noise sources associated with the existing Peregian Beach Hotel, as follows:
Mechanical plant noise emissions.
Bottle‐shop drive thru and carparking areas emissions.
Amplified music emissions.
6.2 Noise Source Data
Unattended noise logging and noise measurements were undertaken at Location B (see Figure 2.1)
adjacent the boundary of the Peregian Beach Hotel. The logging was undertaken across a Friday, Saturday
and Sunday nights (25‐28/11/2016). The noise measurements were dominated by mechanical plant noise
emitted from the Hotel. The dominant mechanical plant sources included the following (see Figure 6.1):
Extraction fans mounted on the roof of the Hotel.
Plantroom louvred areas on the western wall of the Hotel, which may house the air‐conditioning and
refrigeration plant.
The measurements indicated typical mechanical plant noise levels were as follows:
Roof mounted extraction fans were 56 dBA Leq at 13m from the fans.
Louvred areas to plantroom were 50 dBA Leq at 18m from the louvres.
Please note that other mechanical plant generate lower levels of noise which could not be identified, as the
above sources were the dominant noise sources during the measurements.
Amplified music noise was also observed to be emitted through open windows on the western facade of
the Hotel (see Figure 6.1) during attended noise measurements conducted on the evening of Friday
25/11/2016. A soloist with an amplified portable speaker was observed to the play within the indoor dining
area of the Hotel, located on the David Low Way frontage.
The measurements indicated typical amplified music and patron noise level was 65 dBA Lmax at 3m from the
property boundary of the Hotel, and approximately 7m from an open window. There was a brief 10 minute
period during the measurements on Saturday night where the music and patron noise levels were in the
order of 70 to 79 dBA Lmax, this short period is inconsistent with the remainder of the logging period and
has been considered an anomaly.
At this stage, the OLGR licensing requirements for the Hotel are unknown to ASK Consulting, so it is unclear
if the Hotel was operating in accordance with its Licensing conditions or not during the measurement
period.
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Roof Mounted Extraction Fans
Plantroom
Louvred Areas
Amplified Music
Through Open Windows
Figure 6.1 Photo of Peregian Beach Hotel Western Facade (Indicating Mechanical Plant Noise Sources)
In relation to the bottleshop drive‐thru and carparking areas, source noise level data has been adopted
from ASK’s library of noise measurements and is presented in Table 6.1 along with typical activity durations
observed during measurements.
Table 6.1 Source Noise Level Data
Activity Source Noise Level
Car, slow movement (flat and level) 50 dBA Lmax @ 15m
Onsite vehicle movements
Car door slam 55 dBA Lmax @ 30m
Refrigerated Semi or Large Rigid Vehicle passby (also
77 dBA Lmax @ 10m
considered representative of a garbage truck)
Delivery Trucks
Refrigerated Medium Rigid Vehicle passby 72 dBA Lmax @ 10m
Refrigerated Small Rigid Vehicle passby 62 dBA Lmax @ 10m
6.3 Noise Criteria
As discussed in Section 4, it is proposed to adopt the acoustic quality objectives as noise criteria for the
assessment of noise immissions onto the development, these are as follows:
Daytime and Evening: 42 dBA LAeq,adj,1hr, 47 dBA LA10,adj,1hr and 52 dBA LA1,adj,1hr.
Night: 37 dBA LAeq,adj,1hr, 42 dBA LA10,adj,1hr and 47 dBA LA1,adj,1hr.
6.4 Predicted Mechanical Plant Noise Levels
The mechanical plant noise emissions from the Hotel have been predicted at the proposed Linea Houses.
The exhaust fan noise levels are predicted to be 59 dBA Leq at facade the nearest Linea House. Similarly, the
plantroom louvred area noise levels are predicted to be 53 dBA Leq at facade the nearest Linea House.
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It is noted that the Hotel’s mechanical plant is currently generating noise levels in excess of what would be
acceptable under the EPP Act as required with the adjoining land uses.
ASK has been advised that to reduce the potential noise impacts from the Hotel’s mechanical plant, it is
proposed to mitigate the plant at the noise source i.e. install noise attenuation at the Hotel.
6.5 Predicted Music Noise Levels
The amplified music and patron noise emissions from the Hotel have been predicted at the proposed Linea
houses. The noise levels are predicted to be 65 dBA Lmax at facade the nearest Linea house.
As previously discussed, the OLGR licensing requirements for the Hotel are unknown to ASK Consulting, so
it is unclear if the Hotel was operating in accordance with its Licensing conditions or not during the
measurement period.
It is ASK’s understanding that in assessing potential noise complaints from licensed venues, OLGR would
undertake noise measurements within the sensitive location with all external windows/doors open.
Therefore any mitigation controls incorporated into the residential development would not be taken into
consideration by OLGR. Based on the noise measurements undertaken, the internal noise levels from the
Hotel would likely exceed OLGR’s noise criteria at the proposed Linea Houses.
On the basis that the external windows/doors are closed, to reduce the potential noise impacts from the
Hotel and achieve the internal acoustic quality objective of 47 dBA LA1,adj,1hour, upgrades to the external
facade of the Linea Houses would include the following:
External Walls: Lightweight external walls (Rw 41): 6mm fibre cement sheeting over minimum 76mm
wide steel studwork (or 90mm wide timber studwork), lined internally with 10mm plasterboard
sheeting and 50mm glasswool insulation in the cavity.
Roof (Rw 41): Pitched metal roof with internal 10mm plasterboard sheeting for the ceiling and
50mm glasswool insulation in the cavity.
External Glazing (Rw 33): Acoustically rated glazing system including frame, which may entail 10mm
think laminated glass.
To achieve the nominated internal noise criteria will require external openings to be closed when these
habitable rooms are occupied. Therefore, an air‐conditioning/mechanical ventilation system that does not
degrade the internal acoustic environment or the sound isolation of the building envelope, and also meets
the ventilation requirements of the Building Code of Australia may need to be installed.
6.6 Predicted Drive‐Thru Noise Levels
The noise emissions from the drive‐thru have been predicted at the proposed Linea Houses. It is anticipated
that there are minimal vehicle movements through the drive‐thru and only between the daytime and
evening hours of 7am and 10pm.
Preliminary calculations indicated that a 2.5m high acoustic fence (2.5m above the height of the Hotel
driveway) would be required along the eastern boundary adjacent the Hotel site as presented in Figure 6.1.
On this basis, the predicted noise levels from 15 vehicles in a 15 minute period have been predicted and are
presented in Table 6.2.
Table 6.2 Predicted Drive‐Thru Noise Levels
Comply with Day or Comply with Day or
Predicted Noise Predicted Noise
Source Evening Noise Limit Evening Noise Limit
Level Leq,1hour dBA Level Lmax dBA
42 dBA LAeq,adj,1hour 52 dBA LA1,adj,1hour
10 x car movements 29 46 Yes Yes
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Linea Houses
Proposed 2.5m high
noise barrier
Figure 6.2 Proposed 2.5m High Drive‐thru Noise Barrier Site Layout
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7. IGA Shopping Centre Noise Immissions
7.1 Overview
As presented in Figure 2.1, the IGA Shopping Centre has a loading dock located adjacent the south‐eastern
boundary of the subject site. Additionally, the IGA air‐conditioning and refrigeration plant is located on the
rooftop plant deck near the loading dock area.
Delivery vehicles access the IGA loading area through the existing carpark. It has been assumed that there
would only be a limited number of delivery vehicles required to service the IGA on any given day and only
between the daytime and evening period hours of 7am and 10pm. The loading dock area has the potential
to impact on the multi‐storey unit building shown in Figure 3.1, which is located approximately 16m from
the loading dock.
The noise emissions from the rooftop plant deck have previously been measured by ASK Consulting. It is
understood that some items of plant would operate for 24 hours per day. The mechanical plant deck has
the potential to impact on the multi‐storey unit building, the house lots and the Linea Houses shown in
Figure 3.1, which are located approximately 23m from the rooftop plant deck.
7.2 Noise Source Data
In relation to the loading dock and carpark noise emissions, source noise level data has been adopted from
ASK’s library of noise measurements and is presented in Table 7.1.
Table 7.1 Loading Dock Source Noise Level Data
Activity Source Noise Level
Car, slow movement (flat and level) 50 dBA Lmax @ 15m
Onsite vehicle movements
Car door slam 55 dBA Lmax @ 30m
Refrigerated Semi or Large Rigid Vehicle passby (also
77 dBA Lmax @ 10m
considered representative of a garbage truck)
Delivery Trucks
Refrigerated Medium Rigid Vehicle passby 72 dBA Lmax @ 10m
Refrigerated Small Rigid Vehicle passby 62 dBA Lmax @ 10m
In relation to the plant deck noise emissions, noise measurements were previously undertaken on the roof
adjacent the plant deck as 57 dBA Leq at 11m.
7.3 Noise Criteria
As discussed in Section 4, it is proposed to adopt the acoustic quality objectives as noise criteria for the
assessment of noise immissions onto the development, these are as follows:
Daytime and Evening: 42 dBA LAeq,adj,1hr, 47 dBA LA10,adj,1hr and 52 dBA LA1,adj,1hr.
Night: 37 dBA LAeq,adj,1hr, 42 dBA LA10,adj,1hr and 47 dBA LA1,adj,1hr.
7.4 Predicted Loading Dock and Carpark Noise Levels
The noise emissions from the IGA Carpark and Loading Dock have been predicted at the nearest sensitive
locations onsite.
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There are 13 carparks located adjacent the western boundary of the carpark, these parks are typically used
by onsite staff and therefore likely to be occupied all day with minimal turn over. These parks are located
nearest the short term residential accommodation building and are shielded by an existing 2.0m high
acoustic fence. On this basis, the predicted noise levels from 13 vehicles arriving or departing these parks in
a hour period have been predicted and are presented in Table 7.3.
Table 7.3 Predicted Carpark Noise Levels
Comply with Day or Comply with Day or
Predicted Noise Predicted Noise
Source Evening Noise Limit Evening Noise Limit
Level Leq,1hour dBA Level Lmax dBA
42 dBA LAeq,adj,1hour 52 dBA LA1,adj,1hour
13 x car movements 37 52 Yes Yes
Delivery vehicles access to the IGA loading area is through the existing carpark. It has been assumed that
there would only be a limited number of delivery vehicles required to service the IGA on any given day and
only between the daytime and evening period hours of 7am and 10pm. The predicted noise levels from an
LRV delivery truck are presented in Table 7.4.
Table 7.4 Predicted Delivery Truck Noise Levels
Comply with Day or Comply with Day or
Predicted Noise Predicted Noise
Source Evening Noise Limit Evening Noise Limit
Level Leq,1hour dBA Level Lmax dBA
42 dBA LAeq,adj,1hour 52 dBA LA1,adj,1hour
1 x LRV 47 73 No No
The predicted LRV noise levels exceed the nominated external noise criteria at the proposed short term
residential accommodation building. There are two options for reducing noise impacts from trucks at the
loading dock area onto the proposed unit building as follows:
Installation of large acoustic barrier adjacent the western boundary of the IGA in the order of 5m
high, or
Incorporation of noise attenuation upgrades into the facade of the proposed unit building to achieve
the internal noise criteria.
To achieve the internal noise level criterion of 45 dBA L1,adj,1hour a 28 dBA reduction is required across the
building facade. This can be achieved with an Rw 37 acoustically rated glazing system (which is likely to be
achieved with 12.76mm thick laminated glazing system).
To achieve the nominated internal noise criteria, will require external openings to be closed when these
habitable rooms are occupied. Therefore, an air‐conditioning/mechanical ventilation system that does not
degrade the internal acoustic environment or the sound isolation of the building envelope, and also meets
the ventilation requirements of the Building Code of Australia may need to be installed.
7.5 Predicted Mechanical Plant Noise Levels
The noise emissions from the IGA rooftop plant deck have been predicted at the nearest proposed sensitive
locations onsite.
The noise emissions from the rooftop plant deck have previously been measured by ASK Consulting. It is
understood that some items of plant would operate for 24 hours per day. The predicted noise level from
the mechanical plant deck at nearest proposed sensitive location of the unit building is 51 dBA Leq, the
nearest proposed sensitive house and Linea houses are at an equivalent distance and therefore an
equivalent noise level is expected.
8816R01V01.docx 20
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ASK has been advised that to reduce the potential noise impacts from the IGA’s mechanical plant, it is
proposed to mitigate the plant at the noise source i.e. install noise attenuation at the source. In order to
achieve the external noise criterion of 37 dBA Leq,1hour, an acoustic screen is required around the IGA plant
deck as shown in Figure 7.1. The acoustic screen is required to be 1.0m higher than the tallest item of plant
on the plant deck. The acoustic screen can be constructed from a gap‐free solid material such as 9mm thick
FC.
Proposed Acoustic
Screen of IGA Plant Deck
Figure 7.1 Location of Acoustic Screen on IGA Plant Deck.
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8. Peregian Beach Community Kindergarten Noise
Assessment
8.1 Overview
The Peregian Beach Community Kindergarten is located to the north of the subject site as indicated in
Figure 2.1. The centre of the outdoor play areas are located approximately 25m from the boundary of the
subject site. Noise emissions from outdoor play areas are required to be assessed.
It is understood that the kindergarten has 22 children aged between 2.5 and 4.5 year old on any one day,
and operates between the hours of 8.45pm and 2:45pm.
8.2 Noise Source Data
Noise emissions from children in outdoor play areas have been predicted at the nearest sensitive receivers
using the following sound power levels (Lw) for a group of 10 children:
2‐3 years general activity in outdoor play areas: 85 dBA Lw,eq
3‐6 years general activity in outdoor play areas: 87 dBA Lw,eq
The nominated 3‐6 years sound power levels are considered appropriate for this assessment.
8.3 Noise Criteria
As discussed in Section 4, it is proposed to adopt the acoustic quality objectives as noise criteria for the
assessment of noise immissions onto the development, these are as follows:
Daytime and Evening: 42 dBA LAeq,adj,1hr, 47 dBA LA10,adj,1hr and 52 dBA LA1,adj,1hr.
Night: 37 dBA LAeq,adj,1hr, 42 dBA LA10,adj,1hr and 47 dBA LA1,adj,1hr.
8.4 Predicted Noise Levels
Based on the nominated assumptions, the predicted average noise levels at the proposed houses (25m
from the centre of the outdoor area) are 54dBA Leq.
The predicted noise levels exceed the nominated external acoustic quality objective criterion of 42 dBA Leq
during the daytime period. With the external glazing closed, a noise reduction of 20dBA is anticipated
across the facade. Therefore, in order to achieve the internal acoustic quality objective criterion of 35 dBA
Leq the external glazing would simply need to be closed.
To achieve the nominated internal noise criteria, will require external openings to be closed when these
habitable rooms are occupied. Therefore, an air‐conditioning/mechanical ventilation system that does not
degrade the internal acoustic environment or the sound isolation of the building envelope, and also meets
the ventilation requirements of the Building Code of Australia may need to be installed.
Therefore, no further mitigation measures are nominated to reduce the potential noise impacts from the
Peregian Beach Kindergarten.
8816R01V01.docx 22
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9. Mechanical Plant Emissions
9.1 Noise Criteria and Limits
To comply with the Queensland Environmental Protection Act criteria for air‐conditioning equipment, the
noise generated from mechanical plant must not exceed the background noise level by 3 dBA from 10pm to
7am, and 5 dBA from 7am to 10pm.
From the noise logging results the lowest 10% of the background noise levels (L90) have been used to
calculate the mechanical plant noise limits at nearby sensitive receivers and are presented in Table 9.1.
Table 9.1 Mechanical Plant Noise Limits
Background Component ‘Design’
Noise Level Measured Limit
Time Period Criteria Limit
LAeq,adj,T dBA
L90 dBA LAeq,adj,T dBA
Day (7am – 6pm) Background + 5 dBA 38 43 41
Evening (6pm – 10pm) Background + 5 dBA 38 43 41
Night (10pm – 7am) Background + 3 dBA 34 37 34
From Table 9.1 the measured limits are the resulting noise levels from both mechanical plant and existing
background noise levels, while the component limits are only mechanical plant noise levels.
9.2 Assessment
At this stage the detailed mechanical plant information is still being finalised, and it is recommended that
the plant is selected, designed and located to achieve the component ‘design’ noise limits presented in
Table 9.1. This should be achievable with appropriately selected, located and attenuated mechanical plant.
8816R01V01.docx 23
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10. Recommendations & Conclusion
A noise assessment has been conducted for the proposed Essence of Peregian Beach residential
development to be located at 215 David Low Way, Peregian Beach. The results and recommendations of
the assessment are as follows:
Potential noise impacts from the Peregian Beach Hotel have been assessed onto the proposed
development and the assessment resulted in the following:
○ It is proposed to mitigate the Hotel’s mechanical plant noise emissions at the source.
○ To reduce noise impacts from the amplified music, it is recommended that the facade of the Linea
Houses are upgraded in accordance with Section 6.5. To achieve the nominated internal noise
criteria, will require external openings to be closed when these habitable rooms are occupied.
Therefore, an air‐conditioning/mechanical ventilation system that does not degrade the internal
acoustic environment or the sound isolation of the building envelope, and also meets the
ventilation requirements of the Building Code of Australia may need to be installed.
○ To reduce noise impacts vehicles in the from the drive‐thru, it is recommended that 2.5m high
acoustic barrier is constructed in accordance with Section 6.6.
Potential noise impacts from the IGA Shopping Centre have been assessed onto the proposed
development and the assessment resulted in the following:
○ To reduce noise impacts loading dock and carpark vehicles, it is recommended that facade of the
unit building is upgraded in accordance with Section 7.4. To achieve the nominated internal noise
criteria, will require external openings to be closed when these habitable rooms are occupied.
Therefore, an air‐conditioning/mechanical ventilation system that does not degrade the internal
acoustic environment or the sound isolation of the building envelope, and also meets the
ventilation requirements of the Building Code of Australia may need to be installed.
○ It is proposed to mitigate the IGA’s rooftop plant deck with an acoustic screen around the plant
deck, 1.0m higher than the top of the mechanical plant, as presented in Figure 7.1.
Potential noise impacts from the Peregian Beach Community Kindergarten have been assessed onto
the proposed development and indicated that the internal noise level criterion can be achieved with
the external windows closed, therefore no additional upgrades are recommended. To achieve the
nominated internal noise criteria, will require external openings to be closed when these habitable
rooms are occupied. Therefore, an air‐conditioning/mechanical ventilation system that does not
degrade the internal acoustic environment or the sound isolation of the building envelope, and also
meets the ventilation requirements of the Building Code of Australia may need to be installed.
Mechanical plant is to be designed, selected and located to achieve the noise limits nominated in
Table 9.1 outside adjoining residential dwellings as outlined in Section 9.
8816R01V01.docx 24
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Appendix A Glossary
Parameter or Term Description
dB The decibel (dB) is the unit measure of sound. Most noises occur in a range of 20 dB (quiet
rural area at night) to 120 dB (nightclub dance floor or concert).
dBA Noise levels are most commonly expressed in terms of the ‘A' weighted decibel scale, dBA.
This scale closely approximates the response of the human ear, thus providing a measure of
the subjective loudness of noise and enabling the intensity of noises with different
frequency characteristics (e.g. pitch and tone) to be compared.
Day The period between 7am and 6pm.
Evening The period between 6pm and 10pm.
Night The period between 10pm and 7am.
Free‐field The description of a noise receiver or source location which is away from any significantly
reflective objects (e.g. buildings, walls).
L1 The noise level exceeded for 1% of the measurement period.
L10 The noise level exceeded for 10% of the measurement period. It is sometimes referred to
as the average maximum noise level.
L90 The noise level exceeded for 90% of the measurement period. This is commonly referred
to as the background noise level.
Leq The equivalent continuous sound level, which is the constant sound level over a given time
period, which is equivalent in total sound energy to the time‐varying sound level, measured
over the same time period.
Leq,1hour As for Leq except the measurement intervals are defined as 1 hour duration.
Lmax Maximum A‐weighted sound pressure level.
Leq(24 hour) The average Leq noise level over the 24‐hour period from midnight to midnight.
L10(18 hour) The arithmetic average of the one‐hour L10 values between 6am and midnight. This
parameter is used in the assessment of road traffic noise.
Rw Weighted Sound Reduction Index – is a single number evaluation of the property of a
partition to attenuate sounds. For the majority of partitions, the value of Rw will be similar
to the value for STC. Partitions with particularly poor performance at 100 Hz may have
lower values for Rw than for STC. Conversely, partitions with poor performance at 4000 Hz
may have higher Rw than for STC. (As per AS1276.1‐1999).
Habitable Rooms According to the "Building Code of Australia" a Habitable Room is: " a room used for normal
domestic activities and
Includes a bedroom, living room, lounge room, music room, television room, kitchen,
dining room, sewing room, study, playroom, family room, home theatre, and sunroom, but
Excludes a bathroom, laundry, water closet, pantry, walk‐in wardrobe, corridor, hallway,
lobby, photographic darkroom, clothes drying room, and other spaces of a specialised
nature occupied neither frequently nor for extended periods."
8816R01V01.docx 25
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asl ACOUSTICS & AIR QUALITY Appendix B Project Drawings 8816R01V01.docx 26
Page 29
aster P
REV DESCRIPTION DRN DATE
3000
lan
Camden Camden Camden Camden Camden A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
3000 7980 House House House House House RL.8.300 B ISSUE FOR INFORMATION DDT 02.11.16
RL.4.100 RL.5.100 RL.5.600 RL.6.100 RL.7.100 C ISSUE FOR INFORMATION DDT 10.11.16
RL.4.600 17. D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
60 m 2 E ISSUE FOR INFORMATION DDT 21.11.16
16000
RL.6.600
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
RL.8.300 H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
18. J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
7500 L ISSUE FOR INFORMATION DDT 09.12.16
3000 10. 11. 12. 13. 14. 15. 16.
3000
RL.8.300
19.
INTERNAL
5500
PRIVATE
ROAD
RL.8.300
3000
20.
9. 8. 7. 6.
5.
RL.8.000
EXISTING
SEWER
MANHOL
E
21.
16000
30 m2
RL.5.100 RL.6.100
COUNCIL RL.4.600
RL.5.600
V
RL.7.600
RESERVE RL.6.600
22.
V
9. 8. 7. 6. 5.
V
600 5500 3000
V
RL.7.200
23.
RL.6.100
Cabana RL.4.700
16000
RL.5.100 RL.5.600
RL.6.800
24.
Pool
1. 2. 3. 4. RL.6.600 Scale 1:500
3000
25.
ay 0 10 20
eW INTERNAL
Giv
5500
PRIVATE
RL.6.200
Views to ROAD
26.
Nature Reserve VIS. Cars
PRELIMINARY
ISSUE DATE: 9/12/2016
Lanai
S
Amenities EASEMENT
Conference HOLE
Room
SW MAN
EXISTING
MPR Kit Pedestrian link to
shops
2675 5500 Admin
Reception 39. 38. 37. 36. 35. 34. 33. SPECIALTY
Car parking for
SHOPS
units over
40.
2175 6000
shared 4. RL. 4.200
28. 29. 30. 31. 32.
IGA
SUNCOAST RESORT BUSINESS CENTRE
zone SUITE 2 CNR GARDAK ST & SURF RD
1. 5. ALEXANDRA HEADLAND Qld 4572
COUNCIL 10. PO BOX 6232 MAROOCHYDORE BC Qld 4558
RESERVE 9. storage PH : 07 5443 5028 FAX:07 5479 2380
security lobby bins ABN 23 123 917 724
VAN 8.
gate
7.
cages EMAIL: [email protected]
2. 3. 6. CARPARK project
1. 2. 3. 4. 5. 6.
screened hardstand 27. ESSENCE OF PEREGIAN BEACH
7.
bin collection DEVELOPMENT
3 x 1100l loise noise 8. for
9. 26. 25. 24. 23. 22. THOMCO (NO 2087) PTY LTD
SHOPPING CENTRE
10. Car parking for LANDSCAPING at
units over Lots 1 on SP286680
11.
215 DAVID LOW WAY
12.
17. 18. 19. 20. 21. ESSENCE OF PEREGIAN BEACH PEREGIAN BEACH
50 m2
13.
SHOPPING VILLAGE drawing
14. 16. SITE / FLOOR PLAN
15. AS SHOWN
date 9/12/2016 drawn DDT scale @A3
bins drawing no. 16003 SD04 revision L
5.277 ENTRY 5.332
VEHICULAR ACCESS TO 5.383
Copyright of this document remains the exclusive
RESIDENIAL ESTATE property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 30
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
17. D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
18. J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
10. 11. 12. 13. 14. 15. 16. L ISSUE FOR INFORMATION DDT 09.12.16
4.47
19.
9. 8. 7. 6. 5. 20.
21.
22.
23.
24.
Scale 1:500
1. 2. 3. 4.
25.
0 10 20
26.
PRELIMINARY
ISSUE DATE: 9/12/2016
13. 14.
Long Term Stay Units
15.
12. 16.
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
Two levels of units ALEXANDRA HEADLAND Qld 4572
PO BOX 6232 MAROOCHYDORE BC Qld 4558
(units 17 - 32 over) PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
11. EMAIL: [email protected]
project
1. 10. ESSENCE OF PEREGIAN BEACH
DEVELOPMENT
2. 9. for
Short Term Stay Units
THOMCO (NO 2087) PTY LTD
3. 8. at
Lots 1 on SP286680
215 DAVID LOW WAY
4. 7. PEREGIAN BEACH
drawing
5. 6.
SITE / FIRST FLOOR PLAN
3000 AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD05 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 31
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
17. D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
18. I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
19.
20.
21.
22.
23.
24.
25.
Scale 1:500
26. 0 10 20
27.
PRELIMINARY
ISSUE DATE: 9/12/2016
29. 30.
Long Term Stay Units
31.
28. 32.
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
ALEXANDRA HEADLAND Qld 4572
PO BOX 6232 MAROOCHYDORE BC Qld 4558
PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
27. EMAIL: [email protected]
project
17. 26. ESSENCE OF PEREGIAN BEACH
DEVELOPMENT
18. 25. for
Short Term Stay Units
THOMCO (NO 2087) PTY LTD
19. 24. at
Lots 1 on SP286680
215 DAVID LOW WAY
20. 23. PEREGIAN BEACH
drawing
21. 22.
SITE / ROOF PLAN
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD06 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 32
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
Scale 1:500
0 10 20
PRELIMINARY
ISSUE DATE: 9/12/2016
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
ALEXANDRA HEADLAND Qld 4572
PO BOX 6232 MAROOCHYDORE BC Qld 4558
PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
EMAIL: [email protected]
project
ESSENCE OF PEREGIAN BEACH
DEVELOPMENT
for
THOMCO (NO 2087) PTY LTD
at
Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
SITE / UNIT BUILDING ROOF
PLAN
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD07 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 33
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
1900
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
4319 H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
HOUSE TYPE 'B' TYPICAL
GROUND FLOOR PLAN
Scale 1:100
PRELIMINARY
ISSUE DATE: 9/12/2016
HOUSE TYPE 'B' TYPICAL
GROUND FLOOR PLAN
Scale 1:100
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
ALEXANDRA HEADLAND Qld 4572
PO BOX 6232 MAROOCHYDORE BC Qld 4558
PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
EMAIL: [email protected]
project
ESSENCE OF PEREGIAN BEACH
DEVELOPMENT
for
THOMCO (NO 2087) PTY LTD
at
Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
TYPICAL LINEA HOUSE FLOOR
PLANS
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
HOUSE TYPE 'B' TYPICAL drawing no. 16003 SD08 revision L
GROUND FLOOR PLAN
Scale 1:100 Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 34
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
studio flat above garage J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
Joinery
aluminium framed glazing aluminium framed glazing
2100
weatherboard cladding
Level 1
RL 3.000 feature screen to
studio flat stairs
Joinery
600
feature
lightweight cladding
timber posts
with cover battens
2400
feature entry
Ground Floor gate house
RL 0.00 DP
fully glazed openable sliding
walls into landscape courtyard
HOUSE TYPE 'B' TYPICAL
GROUND FLOOR PLAN
Scale 1:100
PRELIMINARY
ISSUE DATE: 9/12/2016
boundary
boundary
boundary
boundary
ventilating skylight
Joinery Joinery
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
feature face brick aluminium framed glazing feature face brick ALEXANDRA HEADLAND Qld 4572
to adjoining residence feature screen to to adjoining residence PO BOX 6232 MAROOCHYDORE BC Qld 4558
2100
2100
studio flat stairs PH : 07 5443 5028 FAX:07 5479 2380
feature screen to balcony to studio flat
ABN 23 123 917 724
EMAIL: [email protected]
Level 1 studio flat stairs Level 1 over looking streetscape
RL 3.000 RL 3.000 project
weatherboard cladding ESSENCE OF PEREGIAN BEACH
Joinery DEVELOPMENT
600
feature entry for
gate house THOMCO (NO 2087) PTY LTD
3000
2400
aluminium framed glazing at
Lots 1 on SP286680
Ground Floor Ground Floor 215 DAVID LOW WAY
RL 0.00 RL 0.00 PEREGIAN BEACH
drawing
TYPICAL LINEA HOUSE
ELEVATIONS
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD09 revision L
HOUSE TYPE 'B' TYPICAL HOUSE TYPE 'B' TYPICAL
GROUND FLOOR PLAN GROUND FLOOR PLAN Copyright of this document remains the exclusive
Scale 1:100 Scale 1:100 property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 35
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
3 3 3 I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
SD SD SD K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
2000
1000
1500
CT/
OV
B B
Ensuite WIR
Kitchen S Dining Living WC
REF Shr
Bedroom 1
PTY 64 m2
WM T
1500
Void
Laundry
Courtyard 1500
CPD
Bedroom 2
2 4 2 4 2 4
SD 10 m2 SD SD 69 m2 SD SD SD
2 m2 WC
1000 Robe
Shr
B Robe
B Bath
CPD
CPD
PRELIMINARY
Study WC
2270 ISSUE DATE: 9/12/2016
Garage Bedroom 3
36 m 2
Bath
Void
3090
2500
1990
1590
1500
1000
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
1 1 1 ALEXANDRA HEADLAND Qld 4572
SD SD SD PO BOX 6232 MAROOCHYDORE BC Qld 4558
PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
EMAIL: [email protected]
GROUND FLOOR PLAN LEVEL 1 ROOF project
FLOOR AREA (inc. garage)-100m²Scale 1:100 FLOOR AREA - 69m² Scale 1:100 Scale 1:100 ESSENCE OF PEREGIAN BEACH
COURTYARD -10m²
DEVELOPMENT
SITE AREA -150m²
for
THOMCO (NO 2087) PTY LTD
at
Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
HOUSE TYPE 1 PLANS
HOUSE TYPE 1
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD10 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 36
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
feature window L ISSUE FOR INFORMATION DDT 09.12.16
metal hoods
feature window
metal hoods
Ceiling RL. 5.400 Ceiling RL. 5.400
weatherboard aluminium framed
cladding glazing
2700
2700
aluminium framed
glazing
First RL. 2.700 First RL. 2.700
feature render to covered courtyard
2700
2700
back of house feature render
to garage
Ground RL. 0.000 Ground RL. 0.000
3 ELEVATION 4 ELEVATION
Scale 1:100 Scale 1:100
aluminium framed
glazing
PRELIMINARY
feature window ISSUE DATE: 9/12/2016
metal hoods
Ceiling RL. 5.400 Ceiling RL. 5.400
aluminium framed
weatherboard glazing weatherboard
2700
2700
cladding cladding
feature render
to garage
First RL. 2.700 First RL. 2.700
SUNCOAST RESORT BUSINESS CENTRE
feature entry SUITE 2 CNR GARDAK ST & SURF RD
gate house feature render to ALEXANDRA HEADLAND Qld 4572
2700
2700
back of house PO BOX 6232 MAROOCHYDORE BC Qld 4558
PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
EMAIL: [email protected]
project
Ground RL. 0.000 Ground RL. 0.000
ESSENCE OF PEREGIAN BEACH
DEVELOPMENT
for
THOMCO (NO 2087) PTY LTD
1 ELEVATION 2 ELEVATION at
Scale 1:100 Scale 1:100 Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
HOUSE TYPE 1 ELEVATIONS
HOUSE TYPE 1
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD11 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 37
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
8500 E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
3 3 3 I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
SD SD SD J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
2000
PTY
S
Terrace
CT OV
11 m2
Kitchen 1000 1800
2400 Shr
REF
WC Bedroom 1
1000 Dining 61 m2 Living Ens
WIR
Shr WC Robe
2 CPD 4 2 4 2 4
SD up SD SD SD SD SD
storage Bath
L'dry 74 m2 1000
CPD
1000
drying
PDR Robe
PRELIMINARY
Bedroom 2 ISSUE DATE: 9/12/2016
Entry Garage
Robe
Study Bedroom 3 1500
36 m2
2500
1500
1400
1000
SUNCOAST RESORT BUSINESS CENTRE
SUITE 2 CNR GARDAK ST & SURF RD
1 1 1 ALEXANDRA HEADLAND Qld 4572
SD SD SD PO BOX 6232 MAROOCHYDORE BC Qld 4558
PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
EMAIL: [email protected]
GROUND FLOOR PLAN LEVEL 1 ROOF project
FLOOR AREA (inc. garage)-97m² Scale 1:100 FLOOR AREA - 75m² Scale 1:100 Scale 1:100 ESSENCE OF PEREGIAN BEACH
COURTYARD -11m²
DEVELOPMENT
SITE AREA -150m²
for
THOMCO (NO 2087) PTY LTD
at
Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
HOUSE TYPE 2 PLANS
HOUSE TYPE 2
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD12 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 38
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
K ISSUE FOR INFORMATION DDT 08.12.16
L ISSUE FOR INFORMATION DDT 09.12.16
window hood
Ceiling RL. 5.400 Ceiling RL. 5.400
aluminium aluminium aluminium
framed windows framed windows framed windows
2700
2700
feature columns fibre cement sheet window hood
vertical lightweight with cover battens vertical lightweight
cladding cladding
First RL. 2.700 First RL. 2.700
aluminium
framed windows
2700
2700
rendered block wall
rendered fibre to boundary
cement sheeting
Ground RL. 0.000 Ground RL. 0.000
3 ELEVATION 4 ELEVATION
Scale 1:100 Scale 1:100
PRELIMINARY
ISSUE DATE: 9/12/2016
Ceiling RL. 5.400 Ceiling RL. 5.400
aluminium aluminium
fibre cement sheet
aluminium framed windows framed windows
with cover battens
framed windows
2700
2700
vertical lightweight cladding window hood
fibre cement sheet
with cover battens
First RL. 2.700 First RL. 2.700
aluminium SUNCOAST RESORT BUSINESS CENTRE
framed windows aluminium SUITE 2 CNR GARDAK ST & SURF RD
framed windows ALEXANDRA HEADLAND Qld 4572
2700
2700
PO BOX 6232 MAROOCHYDORE BC Qld 4558
rendered fibre PH : 07 5443 5028 FAX:07 5479 2380
rendered fibre ABN 23 123 917 724
cement sheeting
cement sheeting EMAIL: [email protected]
project
Ground RL. 0.000 Ground RL. 0.000
ESSENCE OF PEREGIAN BEACH
DEVELOPMENT
for
THOMCO (NO 2087) PTY LTD
1 ELEVATION 2 ELEVATION at
Scale 1:100 Scale 1:100 Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
HOUSE TYPE 2 ELEVATIONS
HOUSE TYPE 2
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
drawing no. 16003 SD13 revision L
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 39
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
Lanai H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
Conference Shr Shr K ISSUE FOR INFORMATION DDT 08.12.16
Bath Bath L ISSUE FOR INFORMATION DDT 09.12.16
Room Bed 2 Bed 2
MPR MPR
Kit Bed 1 Bed 1
MPR
Ens Shr Shr Ens
2675 5500 Admin R R
Balcony Living Dining Dining Living Balcony
13. Kit Kit
14.
OV OV
CT CT
Reception St R P CT D
39. 38. 37. 36. 35. 34. 33. Bath Shr Kit
Shr
Bed 2 Living
Long Term Stay Units
15.
Bed 1 ENS L Balcony
R CT
Car parking for OV Shr
WIR Kit Bed
units over Bath
St R P CT D
40. Balcony
28. 29. 30. 31. 32. 12. Kit Living
Living Dining 16.
2175 6000 L Balcony
RL. 4.200
shared 4.
Shr Shr
zone Bath Bed
Bed 2 Bath
Shr
1. 5. Bed 1 ENS
R CT
10. OV
WIR Kit
9.
security lobby bins
VAN 8.
gate Balcony
7. 11.
Living Dining
2. 3. 6.
Bed L 10.
K
PRELIMINARY
bin hardstand
1. 2. 3. 4. 5. 6.
Balcony 1.
Living Bath Living Balcony
L Bath Bed ISSUE DATE: 9/12/2016
collection
7. 27.
K
K K
8.
L L
Balcony 2.
Living 9.
Living Balcony
Bed Bath Bath Bed
9.
26. 25. 24. 23. 22.
Short Term Stay Units
10.
Bed Bath Bath Bed
Balcony 3.
Living 8.
Living Balcony
Car parking for L L
units over K K
11. SUNCOAST RESORT BUSINESS CENTRE
K K SUITE 2 CNR GARDAK ST & SURF RD
ALEXANDRA HEADLAND Qld 4572
L L
17. 18. 19. 20. 21. Balcony 4.
Living 7.
Living Balcony PO BOX 6232 MAROOCHYDORE BC Qld 4558
12. Bed Bath Bath Bed PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
2
50 m EMAIL: [email protected]
13. project
K K
L L ESSENCE OF PEREGIAN BEACH
Balcony 5.
Living 6.
Living Balcony DEVELOPMENT
Bed Bath Bath Bed
14. 16. for
THOMCO (NO 2087) PTY LTD
at
15. 3000
Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
bins drawing
GROUND / FIRST FLOOR
CONFERENCE / MOTEL
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
GROUND CONFERENCE / FIRST FLOOR MOTEL
CARPARK PLAN Scale 1:250 drawing no. 16003 SD14 revision L
Scale 1:250
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 40
REV DESCRIPTION DRN DATE
A ISSUE FOR PRE-LODGEMENT DDT 18.05.16
B ISSUE FOR INFORMATION DDT 02.11.16
C ISSUE FOR INFORMATION DDT 10.11.16
D ISSUE FOR PRE-LODGEMENT DDT 11.11.16
E ISSUE FOR INFORMATION DDT 21.11.16
F GFA ISSUE FOR INFORMATION DDT 22.11.16
G ISSUE FOR CONSULTANT DWG DDT 23.11.16
H PRELIM. ISSUE FOR INFORMATION DDT 23.11.16
I PRELIM. ISSUE FOR INFORMATION DDT 01.12.16
J HOUSE ISSUE FOR INFORMATION DDT 02.12.16
Shr Shr K ISSUE FOR INFORMATION DDT 08.12.16
Bath Bath L ISSUE FOR INFORMATION DDT 09.12.16
Bed 2 Bed 2
MPR MPR
Bed 1 Bed 1
Ens Shr Shr Ens
R R
Balcony Living Dining Dining Living Balcony
29. Kit Kit
30.
OV OV
CT CT
St R P CT D
Bath Shr Kit
Shr
Bed 2 Living
Long Term Stay Units
31.
Bed 1 ENS L Balcony
R CT
OV Shr
WIR Kit Bed
Bath
St R P CT D
Balcony
28. Kit Living
Living Dining 32.
L Balcony
Shr Shr
Bath Bed
Bed 2 Bath
Shr
Bed 1 ENS
R CT
OV
WIR Kit
Balcony
27.
Living Dining
Balcony 17.
Living
Bed Bath L 26.
K
Living Balcony
PRELIMINARY
L Bath Bed ISSUE DATE: 9/12/2016
K
K K
L L
Balcony 18.
Living 25.
Living Balcony
Bed Bath Bath Bed
Short Term Stay Units
Bed Bath Bath Bed
Balcony 19.
Living 24.
Living Balcony
L L
K K
SUNCOAST RESORT BUSINESS CENTRE
K K SUITE 2 CNR GARDAK ST & SURF RD
ALEXANDRA HEADLAND Qld 4572
L L
Balcony 20.
Living 23.
Living Balcony PO BOX 6232 MAROOCHYDORE BC Qld 4558
Bed Bath Bath Bed PH : 07 5443 5028 FAX:07 5479 2380
ABN 23 123 917 724
EMAIL: [email protected]
project
K K
L L ESSENCE OF PEREGIAN BEACH
Balcony 21.
Living 22.
Living Balcony DEVELOPMENT
Bed Bath Bath Bed
for
THOMCO (NO 2087) PTY LTD
at
Lots 1 on SP286680
215 DAVID LOW WAY
PEREGIAN BEACH
drawing
SECOND / ROOF PLAN MOTEL
AS SHOWN
date 9/12/2016 drawn DDT scale @A3
SECOND FLOOR PLAN ROOF PLAN MOTEL
MOTEL Scale 1:250 drawing no. 16003 SD15 revision L
Scale 1:250
Copyright of this document remains the exclusive
property of SPROUT ARCHITECTS PTY LTD
ABN 23 123 917 724.
Contractors are to verify all dimensions and levels on
site prior to commencing. Report all discrepancies to
the Architect. Use figured dimensions in preference
E S S E N C E O F P E R E G I A N B E A C H D E V E L O P M E N T to scaled.
Page 41
MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING & VISITOR ACCOMMODATION
215 DAVID LOW WAY, PEREGIAN BEACH
APPENDIX 6 – STORMWATER MANAGEMENT PLAN
Prepared by Covey and Associates
THOMCO (NO 2087) PTY LTD
DECEMBER 2016
Page 42
am COVEY ASSOCIATES PTY LTD Consulting Engineers STORMWATER MANAGEMENT PLAN AT 215 David Low Way PEREGIAN BEACH FOR THOMCO (No 2087) Pty LTp DATE: DECEMBER 2016 PROJECT No: 162042 REPORT No: 100494 RPT ISSUE A Maroochydore | Gladstone | Rockhampton | Tamworth www.covey.com.au
Page 43
STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
DOCUMENT ISSUE APPROVAL
Project No: 162042
Title: Stormwater Management Plan
Client: Thomco (No 2087) Pty Ltd
Date: December 2016
Issue: A
Distribution: Noosa Council – One (1) copy
Covey Associates – One (1) copy
Thomco (No 2087) Pty Ltd – One (1) copy
© Copyright Covey Associates Pty Ltd (2016).
This document is the property of Covey Associates Pty Ltd. This document and the information
contained in it are solely for the use of the authorised recipient and this document may not be used,
copies of reproduced in whole or part for any purpose other than that for which it was supplied by
Covey Associates Pty Ltd. Covey Associates Pty Ltd makes no representation, undertakes no
duty and accepts no responsibility to any third party who may use or rely upon this document or the
information contained in it.
COPYRIGHT NOTICE: Parts of this document contain material originally prepared by:
This material is the intellectual property and copyright of Covey Associates Pty Ltd.
Author: Peter Gintrac Reviewed: Chris Walker
Beng (Hons) BEnvSc, BSc (Hons), PhD,
CPESC
Covey Associates Pty Ltd 1 Project No: 162042
Consulting Engineers 100949Rpt Issue A
Page 44
STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
CONTENTS
1.0 INTRODUCTION 3
2.0 SITE DESCRIPTION 3
2.1 Site Location 3
2.2 Land-use, Topography and Drainage 4
2.3 Proposed Land-use 4
3.0 WATER QUALITY AND TREATMENT OBJECTIVES 4
3.1 Water Quality Objectives 4
3.2 Area of Treatment 5
4.0 WATER QUALITY MODELLING ASSESSMENT/APPROACH 5
4.1 Scenario Methodology 5
4.2 Proposed Stormwater Treatment Train 5
4.3 MUSIC Model Parameters 7
4.4 Land Use/Source Node Areas 7
4.5 Pollutant Reduction Results 7
5.0 MAINTENANCE PERIOD 8
5.1 Maintenance During ‘Construction Period’ 8
5.2 Maintenance During ‘Maintenance Period’ 8
6.0 CONCLUSIONS AND RECOMMENDATIONS 8
7.0 REFERENCES 9
LIST OF APPENDICES
APPENDIX A Development Plan – Sprout Architects
APPENDIX B Stormwater Management Layout – Covey Associates Pty Ltd
Covey Associates Pty Ltd 2 Project No: 162042
Consulting Engineers 100949Rpt Issue A
Page 45
STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
1.0 INTRODUCTION
This document contains information regarding the stormwater quality management of the proposed
Essence of Peregian Beach development at 215 David Low Way, Peregian Beach in support of a
Material Change of Use (MCU) application. The proposal consists of a total of 58 accommodation
units.
Noosa Shire Council (NSC) requires that stormwater quality be appropriately managed and treated
prior to discharge from the site. The Queensland State Planning Policy (SPP, 2016) also requires
that urban development projects demonstrate how the potential impacts to receiving environments
are mitigated. The objective of this report is to outline the requirements for effective stormwater
quality management at the site.
2.0 SITE DESCRIPTION
2.1 Site Location
The site is located at 215 David Low Way, Peregian Beach and is described as Lot 77 on
SP2316115. Refer Figure 1 for the locality map.
Development
Area
Current RP
Boundary
(Lot 77 on
SP231615)
Figure 1 - Locality Map
(Image courtesy of Noosa Shire Council Public Mapping System, accessed 8 December 2016)
Covey Associates Pty Ltd 3 Project No: 162042
Consulting Engineers 100949Rpt Issue A
Page 46
STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
2.2 Land-use, Topography and Drainage
The development area is currently vacant land and represents the balance lot from the Peregian
Village Market. The lot is currently being reconfigured, as per application No. 152010.627.03. A plan
sealing application is currently with NSC (PS16/0034) and is expected to be released imminently.
The site is approximately 2.312 ha in area, with the development area being approximately 1.165
ha. The site slopes at approximately 5% from the east (David Low Way) to the west (Noosa National
Park). The site will ultimately drain to Lake Weyba.
2.3 Proposed Land-use
The proposal is for a residential development consisting of a total of 58 accommodation units
comprising the following:
20 one-bedroom motel units (visitor accommodation);
12 one and two-bedroom dual use units (visitor and/or residential accommodation); and,
26 three and four-bedroom detached dwellings.
The remainder of the development area will comprise service roads, parking and landscaped areas.
Refer to the Proposed Development Plan in Appendix A.
3.0 WATER QUALITY AND TREATMENT OBJECTIVES
This section of the Stormwater Management Plan (SMP) will demonstrate how the proposed
stormwater quality management strategy complies with the requirements of the NSC and the SPP
(2016) in terms of demonstrating how the relevant stormwater pollutant reduction objectives will be
met.
Stormwater runoff generated from the site must achieve pollutant load reduction targets (Table 1)
and be demonstrated through the use of appropriate modelling software.
Table 1 – Pollutant Reduction Targets for South East Queensland
Pollutant Type Reduction Objective
Toal Suspended Solids (TSS) 80% reduction in average annual load of pollutants
Total Phosphorus (TP) 60% reduction in average annual load of pollutants
Total Nitrogen (TN) 45% reduction in average annual load of pollutants
Gross Pollutants (GP) 90% reduction in average annual load of pollutants
3.1 Water Quality Objectives
The site ultimately drains to Lake Weyba. Table 2 outlines the specific performance criteria required
within receiving waters for Lake Weyba as identified in ‘Noosa River Environmental Values and
Water Quality Objectives Basin No. 140 (part)’, including Kin Kin Creek, Teewah coastal creeks,
Lakes Cooroibah, Cootharaba, Doonella and Weyba (Environmental Protection Water Policy, 2009).
Lake Weyba is identified on Plan WQ1401 of the Environmental Protection (Water) Policy (2009)
Southeast Queensland Map Series as being fresh water wallum tannin-stained Streams.
Covey Associates Pty Ltd 4 Project No: 162042
Consulting Engineers 100949Rpt Issue A
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STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
Table 2 – Site stormwater quality objectives (as per WQO’s for Wallum Tannin-stained Streams)
Pollutant Water Quality Objectives
Turbidity <20 NTU
Suspended Solids (SS) <6 mg/L (annual mean concentration)
Chlorophyll a <5 µg/L
Total Nitrogen <500 µg/L (annual mean concentration)
Oxidised N <60 µg/L
Ammonia N <20 µg/L
Organic N <420 µg/L
Total Phosphorus <50 µg/L (annual mean concentration)
Filterable Reactive Phosphorous
<20 µg/L
(FRP)
Dissolved Oxygen (% saturation) 85 – 110 % saturation
pH 5.0 - 7.0
Secchi Depth N/A
Conductivity 500 µS/cm
Aim for no visible oils, petrochemicals, films
Hydrocarbons
or odours
Litter Aim for no anthropogenic material greater
than 5 mm in any dimension.
3.2 Area of Treatment
The total area of the proposed development is approximately 1.165 ha consisting of groundcover,
roof area and road area. With the topography of the site and the proposed development layout, the
entire site can be treated for water quality purposes.
The treatable area of the site has been divided into three (3) catchments. The three (3) catchments
are discussed further in Section 4.2 and can be seen in the Preliminary Stormwater Management
Layout in Appendix B.
4.0 WATER QUALITY MODELLING ASSESSMENT/APPROACH
4.1 Scenario Methodology
The site was modelled using split catchment source nodes, comprised of roof area, road area and
groundcover nodes.
4.2 Proposed Stormwater Treatment Train
The following mitigation measures are proposed for the overall stormwater management at the site.
Stormwater runoff from the site will be treated by three (3) bioretention basins prior to discharge off
site.
Covey Associates Pty Ltd 5 Project No: 162042
Consulting Engineers 100949Rpt Issue A
Page 48
STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
The following mitigation measures are proposed for the overall stormwater management at the site.
All three (3) bioretention basins discussed below will have filter media established to a depth of 0.5
m depth, with a 0.1 m and 0.2 m transition and drainage layer respectively. The extended detention
depth is 0.3 m. Refer to the Preliminary Stormwater Management Layout in Appendix B for details.
Catchment A: This catchment includes runoff from the ‘entry’ portion of the road, the roof area of the
hotel building and associated ground area. The catchment is treated by Bioretention Basin A, which
has a surface area of 29 m2 and a filter area of 20 m2.
Catchment B: This catchment includes runoff from the roof areas and associated ground areas of
the units in the central island (1 to 9) and five (5) of the terrace units (22 to 26). The catchment is
treated by Bioretention Basin B, which has a surface area of 15 m2 and a filter area of 10 m2.
Catchment C: This catchment includes runoff from the roof areas and associated ground areas of
the units on the northern edge of the site (10 to 16) and five (5) of the terrace units (17 to 21). The
catchment is treated by Bioretention Basin C, which has a surface area of 71 m2 and a filter area of
50 m2.
Refer Figure 2 for the MUSIC model layout.
Figure 2 - MUSIC Model Layout
Table 3 identifies the catchments applicable to each of the treatment devices.
Table 3 – Type and Size of Proposed Stormwater Treatment Device
Stormwater Treatment
Detail
Device
Catchment A
Bioretention Basin A Surface area of 29 m2 and a Filter area of 20 m2
Catchment B
Bioretention Basin B Surface area of 15 m2 and a Filter area of 10 m2
Catchment C
Bioretention Basin C Surface area of 71 m2 and a Filter area of 50 m2
Covey Associates Pty Ltd 6 Project No: 162042
Consulting Engineers 100949Rpt Issue A
Page 49
STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
4.3 MUSIC Model Parameters
The MUSIC Modelling Guidelines – South East Queensland Version 1.0 (2010) was used to source
base and storm flow concentrations and runoff generation. The model was calibrated using the
Bureau of Meteorology (BOM) data from Nambour, 1989-1998 at a 6-minute time step. This is in
accordance with Water by Design’s MUSIC Modelling Guidelines – South East Queensland Version
1.0 (2010). All source nodes were set up in accordance with this guideline, specifically for split
catchments. No routing of drainage links was adopted for the purpose of taking a conservative
approach. This approach assumes that the flow through the drainage system takes no time, which
over estimates the likely pollutant load. MUSIC version 6.2.1 was used for this assessment.
4.4 Land Use/Source Node Areas
The proposed development is comprised of short stay units, dual use accommodation apartments,
permanent residential dwellings, entrance and access roads and landscaped areas. Each catchment
has been divided into three (3) source nodes for MUSIC modelling purposes. These source nodes
include treated roof, groundcover and road/hardstand areas (Table 4).
Table 4 – MUSIC Source Node Characteristic
Catchment Catchment Catchment
Source Node A B C
Area (ha) Area (ha) Area (ha)
Treated Roof 0.123 0.142 0.138
Groundcover 0.051 0.142 0.100
Road 0.123 0.000 0.337
Total 0.297 0.284 0.584
4.5 Pollutant Reduction Results
MUSIC modelling of the proposed stormwater treatment strategy for the development was performed
to ensure the required load based pollutant load reduction objectives were achieved for the
development as a whole.
The target reductions in stormwater pollutants are based on a comparison of an unmitigated
scenario, having no treatment on site, and the mitigated scenario, which has stormwater treatment
measures incorporated onto the site. The results of the overall site MUSIC model can be found in
Table 5. Table 5 demonstrates that compliance has been met or exceeded for all of the required
pollutant load reduction objectives required by NSC and the SPP (2016).
Table 5 – MUSIC Results – Treatment Train Effectiveness for the Overall Site
Reduction Target
Unmitigated Mitigated
Pollutant Achieved Reduction Compliance
(kg/yr) (kg/yr)
(%) (%)
TSS 2610 507 80.6 80 Y
TP 4.97 1.4 71.9 60 Y
TN 27.1 14.3 47.1 45 Y
GP 296 0 100 90 Y
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STORMWATER MANAGEMENT PLAN Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach 5.0 MAINTENANCE PERIOD The proposed bioretention basins will be installed at the end of the building construction phase when the site is stabilised. 5.1 Maintenance During ‘Construction Period’ Erosion and sediment control devices will be installed at the commencement of the works to capture and treat runoff during construction works. The sediment control devices should be cleaned out as required and at the end of the works. During the construction stage, all sediment control devices are to be inspected weekly, after runoff generating rain events and prior and after prolonged site shut downs (e.g. holiday periods). 5.2 Maintenance During ‘Maintenance Period’ In order to establish vegetation and treatment functions in bioretention systems, the filter media must be protected from pollutants commonly generated in the construction phases. It is therefore recommended that the filter media be protected via geofabric and turf during construction. Upon completion of the construction phase, the protective measures can be removed. During the operational phase, regular maintenance of the bioretention system is required to ensure comprehensive vegetation establishment, a critical component in stormwater pollutant uptake. 6.0 CONCLUSIONS AND RECOMMENDATIONS This SMP has provided detail regarding the proposed stormwater treatment strategy for the Essence of Peregian development. The strategy makes use of bioretention basins to treat surface runoff prior to discharge to the Council Reserve to the west of the site. The proposed strategy achieves the required pollutant reduction targets required by NSC and the SPP (2016). Covey Associates Pty Ltd 8 Project No: 162042 Consulting Engineers 100949Rpt Issue A
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STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
7.0 REFERENCES
Noosa Council (2006) The Noosa Plan.
Healthy Waterways (2006), Water Sensitive Urban Design Technical Design Guidelines for South
East Queensland, Brisbane
Institute of Public Works Engineering Australia, Queensland Division Ltd (2013) Queensland Urban
Drainage Manual, Third Edition.
Department of State Development, Infrastructure and Planning (2016) State Planning Policy.
Brisbane, Queensland.
Department of Environment and Resource Management (2010) Urban Stormwater Quality Planning
Guidelines. Queensland, Australia.
Water by Design (2010) MUSIC Modelling Guidelines. SEQ Healthy Waterways Partnership.
Brisbane, Queensland. IBSN 978-0-9806278-4-8.
CSIRO, 1999, Urban Stormwater: Best Practice Management Guidelines
Water by Design (2012), Bioretention Technical Design Guidelines (Version 1), Healthy Waterways
Ltd, Brisbane.
Water by Design (2012), Maintaining Vegetated Stormwater Assets (Version 1), Healthy
Waterways Ltd, Brisbane.
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APPENDIX A SITE PLANS BY SPROUT ARCHITECTS
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