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IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
PROP
O
HES B SED
ASIN
CLEANAWAY
DEPOT
CURRENT GREEN
WASTE AREA,
FUTURE SCRAP
SITE ENTRANCE
METAL STOCKPILE
REVIVA ACCOUNT AREA
CENTRE CUSTOMER
WEIGHBRIDGE CURRENT GREEN
WASTE AREA,
FUTURE CONCRETE EXISTING BOREHOLE TO BE
CRUSHING AREA RAISED TO SUIT ULTIMATE FSL
PUBLIC CURRENT CONCRETE
WEIGHBRIDGE CRUSHING AND SCRAP
TRANSFER METAL STOCKPILE AREA,
Approved access STATION PROPOSED FUTURE
BUILDING RRA COMPOST FACILITY AREA
location to be maintained
PAD
at all times, in
accordance with FUTURE
standard drawing 1807 - LANDFILL
CELL 3.1
Type C, per condition 1
of 2503-45382 SRA. ACCESS ROAD
EUMUNDI-NOOSA ROAD
EXISTING
TRANSFER STATION
FUTURE BUILDING
PROPOSED SOLAR FARM
LEACHATE TANK FARM TANK STORAGE
TO BE ITERATIVELY REVIEWED AND
FUTURE
REVISED DEPENDING ON SITE
LANDFILL
OPERATIONS. ALLOCATION TO BE
CELL 3.2
MADE/MAINTAINED FOR EXTENSION TO
NORTH EAST OF EXISTING STRUCTURE
Proposed and future
uses not approved under
2503-45382 SRA
EXISTING
LANDFILL
SCALE 1:1000 (A1) - 1:2000 (A3)
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C1000
Design - CJT Drawn - KR
SITE MASTERPLAN RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C1000 SITE MASTERPLAN Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 18.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12dserver\244035_3605\design (covey)\drawings - concept design\uncontrolled\C1000 SITE MASTERPLAN.dwg Plot 24 February 2025 - 11:31 AM
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Page 2
STORMWATER MANAGEMENT PLAN Client: Noosa Shire Council Project: Doonan Landfill Resource Recovery Location: 561 Eumundi-Noosa Road, Doonan M25-0042pt – 244035 – Issue A February 2025
Page 3
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
DOCUMENT ISSUE APPROVAL
Project No: 244035
Title: Stormwater Management Plan
Client: Noosa Shire Council
Date: February 2025
Issue: A
Distribution: Noosa Shire Council
Covey Associates Pty Ltd
© Copyright Covey Associates Pty Ltd (2025).
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.
AGaffney
Author: Anna Williams Reviewer: Allister Gaffney
Bsc (env.eng) BEng (Hons) MEng, RPEng, RPEQ
1 Project No: 244035
M25-0042 Rpt Issue A
Page 4
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
CONTENTS
1.0 INTRODUCTION 4
2.0 SITE DESCRIPTION 4
2.1 Site Location 4
2.2 Existing Land-use, Topography and Drainage 5
2.3 Proposed Land-use 5
3.0 STORMWATER QUANTITY 6
4.0 STORMWATER QUALITY 7
4.1 Water Quality Monitoring 7
4.1.1 Treatable Areas 7
4.1.2 Scenario Method 7
4.2 MUSIC Model Parameters 8
4.3 Proposed Stormwater Treatment Train 9
4.4 MUSIC Modelling Results 9
5.0 MAINTENANCE PERIOD 10
5.1 Bioretention Basins 10
5.1.1 ‘Construction Period’ Maintenance Requirements 10
5.1.2 ‘Maintenance Period’ Maintenance Requirements 10
5.1.3 ‘Operational Period’ Maintenance Requirements 10
6.0 CONCLUSION 11
7.0 REFERENCES 12
2 Project No: 244035
M25-0042 Rpt Issue A
Page 5
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
LIST OF FIGURES
Figure 2-1 Site Locality (courtesy of Nearmap, accessed February 2025) ........................................................ 4
Figure 3-1 Proposed Development Concept ..................................................................................................... 5
Figure 4-1 Overall Stormwater Catchment (extract from report no. M25-0045Rpt) ....................................... 6
Figure 5-1 Site Stormwater Quality Catchment Plan ........................................................................................ 8
LIST OF TABLES
Table 5-1 Pollutant Reduction Targets for Southeast Queensland ................................................................... 7
Table 5-2 MUSIC Source Node Characteristics .................................................................................................. 8
Table 5-3 MUSIC Details for the Proposed Treatment Train ............................................................................. 9
Table 5-4 MUSIC Model Results for the Overall Treatment Train..................................................................... 9
LIST OF APPENDICES
APPENDIX A Engineering Plans
APPENDIX B MUSIC Model (Electronic Copy)
3 Project No: 244035
M25-0042 Rpt Issue A
Page 6
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
1.0 INTRODUCTION
This Stormwater Management Plan (SMP) contains information regarding the stormwater management
strategies for the proposed redevelopment of the Noosa Shire Council Doonan Landfill Resource at 561
Eumundi-Noosa Road, Doonan. This SMP refers to the proposed stormwater quantity and quality
management for the site and is in support of the ‘Change application’ for the Doonan Landfill Resource
Recovery Redevelopment Stage 1A.
Noosa Shire Council (NSC) requires that stormwater quality and quantity be appropriately managed and
treated prior to discharge from the site. The Queensland State Planning Policy (SPP, 2017) also requires that
urban development projects demonstrate how the potential impacts to receiving environments are
mitigated. This SMP outlines the requirements for effective stormwater management for the proposed
development.
2.0 SITE DESCRIPTION
2.1 Site Location
The proposed development site is located at 561 Eumundi-Noosa Road, Doonan. The real property
description is Lot 77 SP298776. The property has an area of approximately 192 ha and is bounded by Hollett
Road to the north, Walter Hay Drive to the east, Emu Mountain Arterial Road to the south and Eumundi-
Noosa Road to the west. More than half of the property is vacant land with grassland and vegetation. Refer
to Figure 2-1 for the site locality.
Plan no.:77/SP298776
Figure 2-1 Site Locality (courtesy of Nearmap, accessed February 2025)
4 Project No: 244035
M25-0042 Rpt Issue A
Page 7
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
2.2 Existing Land-use, Topography and Drainage
The site in its existing state is the Noosa Resource Recovery Centre which is mainly covered with
maintained bushland in the northern portion of the site and existing buildings and land fill areas in the
southern portion. The site is surrounded by bushland to the east, west and south. There are residential lots
and a golf course to the north.
The site slope is approximately 1.5%, with gradual changes in elevation from 30 m AHD to 16 m AHD. The
site slopes from south to north and discharges over the northern boundary to the northern road reserve
before flowing through the golf course.
3.0 Proposed Land-use
The development is a Recycle and Transfer Station Centre and associated infrastructure which is replacing
the Solid Waste Depot and Reviva Noosa Reuse Shop buildings. Refer to Figure 3-1.
Earthworks have been proposed to accommodate the development of the site and to facilitate efficient
drainage. Appropriate drainage infrastructure has been proposed in the design, including overland flow
swales to discharge local flows from the site and to convey runoff from external catchments around the
site.
Figure 3-1 Proposed Development Concept
5 Project No: 244035
M25-0042 Rpt Issue A
Page 8
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
4.0 STORMWATER QUANTITY
Stormwater quantity management for the site ensures a “no-actionable nuisance” design for the proposed
development. Development of the site will result in an increase in impervious area and a corresponding
increase in peak stormwater runoff. However, as the proposed development area (2.24 ha) is much smaller
than the overall catchment (287 ha) the minor increase in the fraction impervious has a negligible effect on
the overall catchment peak discharges. As the proposed development has a fraction impervious higher than
the overall catchment and is located closer to the downstream boundary (outlet) the peak discharge will
arrive at the outlet much sooner than the overall catchment. Therefore, the increase in the peak discharge
for the overall catchment will be negligible. Further, stormwater detention is not required for the proposed
development.
Refer to Figure 4-1 for the overall stormwater catchment. Refer to the Flood Impact Assessment (Report No.
M25-0045Rpt Issue A) prepared by Covey Engineers for further details.
Figure 4-1 Overall Stormwater Catchment (extract from report no. M25-0045Rpt)
6 Project No: 244035
M25-0042 Rpt Issue A
Page 9
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
5.0 STORMWATER QUALITY
This section of this SMP will demonstrate how the proposed stormwater quality management strategy will
comply with the requirements of the NSC and the SPP (2017) by demonstrating how the relevant stormwater
pollutant reduction objectives will be met.
Stormwater runoff generated from the site must achieve the required pollutant reduction targets required
under the State Planning Policy (2017) and the Noosa Shire Council’s Planning Scheme (2020). These targets
are listed in Table 5-1. MUSIC modelling software version 6.3.0 was used to demonstrate compliance with
these pollutant reduction targets in this assessment.
Table 5-1 Pollutant Reduction Targets for Southeast Queensland
Pollutant Type Reduction Objective
Total 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
5.1 Water Quality Monitoring
5.1.1 Treatable Areas
The total treatable area for this water quality assessment is approximately 2.24 ha. The total treatable area
includes the existing development and associated road and carpark areas, as shown on Figure 5-1.
5.1.2 Scenario Method
The proposed development was modelled in MUSIC using split catchment source nodes. Three (3) industrial
source nodes were identified, comprising of road, ground cover and roof nodes. The proposed development
was modelled as two (2) sub-catchments (A and B).
7 Project No: 244035
M25-0042 Rpt Issue A
Page 10
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
Figure 5-1 Site Stormwater Quality Catchment Plan
The areas used to model the source nodes were extracted from the proposed development plan. The
nominated fraction impervious for each source node modelled in MUSIC was therefore:
Road source node: 100% impervious
Ground cover source node: 0% impervious
Roof source node: 100% impervious
5.2 MUSIC Model Parameters
The MUSIC Modelling Guidelines – South East Queensland Version 1.0 (WBD, 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 Cooroy, 1973 – 1983 at a 6-minute time step in accordance with the WBD
(2010) guidelines. All source nodes were set up in accordance with this guideline, specifically for split
catchments. No routing of drainage links was applied as a conservative approach. This approach assumes
that the flow through the drainage system is instantaneous, which likely overestimates the pollutant load.
Refer to Table 5-2 for the split catchment source node characteristics for each sub-catchment. A copy of the
MUSIC model is found in Appendix B.
Table 5-2 MUSIC Source Node Characteristics
Ground Cover
Sub-catchment Road Area (ha) Roof Area (ha) Total Area (ha)
(ha)
A 0.778 0.168 0.400 1.346
B 0.600 0.110 0.186 0.896
8 Project No: 244035
M25-0042 Rpt Issue A
Page 11
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
5.3 Proposed Stormwater Treatment Train
Stormwater runoff from the proposed development will be treated by two (2) bioretention basins prior to
discharging into the receiving environment. The proposed Bioretention Basin A will treat Sub-catchment A,
and Bioretention Basin B will treat Sub-catchment B. Table 5-3 details the associated bioretention basin
parameters used for the proposed treatment train.
Table 5-3 MUSIC Details for the Proposed Treatment Train
Surface Area Filter Area Extended
Bioretention Filter Depth
Detention
basin (m2) (m2) (m)
Depth (m)
A 122 122
0.7 0.3
B 80 80
Refer to the engineering plans in Appendix A for further details.
5.4 MUSIC Modelling Results
MUSIC modelling of the proposed catchments was performed to ensure the nominated treatment strategy
achieves the required pollutant reduction objectives listed in Table 5-1. 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.
As per the SPP (2017), MUSIC modelling is performed to demonstrate the environmental values of receiving
waters are not negatively impacted through the release of nutrients and sediments into waterways. Table
5-4 provides the modelling results for the proposed development being treated by the proposed bioretention
basins. Table 5-4 provides MUSIC modelling results for the overall catchment and considers all sub-
catchments in Table 5-2 and the overall proposed treatment train.
Table 5-4 MUSIC Model Results for the Overall Treatment Train
Unmitigated Mitigated Reduction Reduction
Pollutant Compliance
(kg/yr) (kg/yr) Achieved (%) Target (%)
TSS 9590 1810 81.1 80 Y
TP 16.7 4.39 73.1 60 Y
TN 72.6 37.2 48.8 45 Y
GP 666 0 100 90 Y
The MUSIC modelling results in Table 5-4 demonstrate that the stormwater management strategy proposed
for the development site meets or exceeds the target reduction rates for major pollutants required by the
NSC and the SPP (2017).
9 Project No: 244035
M25-0042 Rpt Issue A
Page 12
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
6.0 MAINTENANCE PERIOD
The proposed bioretention basins will require management during both the construction period and
maintenance period of the development. To establish vegetation and treatment functions in the bioretention
systems, the filter media will require protection from the common pollutants generated in the construction
phases of the development. During the operational phase, regular maintenance is required to ensure a
comprehensive vegetation establishment, a critical component in stormwater pollutant uptake. Section 6.1
provides details for the general maintenance periods and the requirements for the bioretention basins.
6.1 Bioretention Basins
6.1.1 ‘Construction Period’ Maintenance Requirements
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 shutdowns (e.g. holiday
periods). Proposed bioretention basins may be excavated and used as a sediment basin, where appropriate.
Any sediment basin will require weekly inspection to prevent scour and sediment build up. Basins should be
inspected regularly and cleaned out when 1/3 rd full. At the completion of construction, the sediment basins
will be removed. The bioretention basin will be installed at the end of the construction phase when the site
is stabilised.
6.1.2 ‘Maintenance Period’ Maintenance Requirements
The bioretention basin on ground level may be temporarily turfed if required during the maintenance period.
Once construction of 80% of the site in the catchment of the development is complete, the turf will be
removed, and the basin will be vegetated appropriately.
6.1.3 ‘Operational Period’ Maintenance Requirements
Maintenance is to be carried out as needed to ensure continued functionality of the system. Maintenance
includes initial watering plants in new system, removal of litter or plant debris and reparation of eroded
areas.
10 Project No: 244035
M25-0042 Rpt Issue A
Page 13
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
7.0 CONCLUSION
This SMP demonstrates the stormwater management strategies proposed for redevelopment of the Doonan
Landfill Resource Recovery at 561 Eumundi-Noosa Road, Doonan satisfy Noose Shire Council (NSC) and
Queensland State Planning Policy (SPP, 2017) requirements.
As described in Section 3.0, the change to the overall catchment peak flows within the overall catchment will
be negligible since the proposed development area is insignificant compared to the overall catchment area
discharging downstream. Further, the peak discharge of the proposed development will arrive at the outlet
well before the overall catchment peak discharge. Ultimately, this ensures no actionable nuisance to the
surrounding properties due to the proposed development and therefore no detention measures are required
for the site.
As described in Table 5-4, the stormwater treatment measures selected for the proposed development
achieve the performance criteria set by the NSC and by the SPP (2017). Annual load reductions of TSS, TP
and TN between the unmitigated and mitigated MUSIC model scenarios have been met or exceeded. It is
considered that a conservative approach has been taken as no routing in the drainage links has been adopted.
Sufficient consideration of stormwater controls has been demonstrated by:
Compliance with the requirements of the Noosa Shire Council’s Planning Scheme (2020);
Compliance with the State Planning Policy (2017); and
Compliance with QUDM (2017).
11 Project No: 244035
M25-0042 Rpt Issue A
Page 14
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
8.0 REFERENCES
Department of State Development, Infrastructure and Planning (2017) State Planning Policy Brisbane,
Queensland.
Institute of Public Works Engineering Australasia, Queensland Division Ltd (2017) Queensland Urban
Drainage Manual, Fourth Edition 2017.
Noosa Shire Council, Noosa Plan 2020.
Water by Design (2010) MUSIC Modelling Guidelines, South East Queensland Version 1.0.
12 Project No: 244035
M25-0042 Rpt Issue A
Page 15
APPENDIX A ENGINEERING PLANS
Page 16
IT IS THE RESPONSIBILITY OF THE
EXISTING 6.0 m DOUBLE
LEGEND GATE ENTRANCE 7 x CARPARKING BAYS
(5.4 m x 2.6 m)
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
EXISTING CONTOURS 3.0
COMMENCEMENT OF EXCAVATION
EXISTING PAVEMENT
5.4
PROPOSED EDGE OF BITUMEN
PROPOSED PAVEMENT WIDENING
2.6
PROPOSED LANDSCAPING
PROPOSED DRIVEWAY (ARCHITECT)
PROPOSED DESIGN (ARCHITECT) MATCH EXISTING 6.6 m CARRIAGEWAY
(3.0 m LANE + 0.3 m SHOULDER)
CLEANAWAY DEPOT
4 x CARPARKING BAYS
(5.4 m x 2.6 m)
SECURITY GATE SECURITY GATE
8.0 m SECURITY GATE
ACCESS UNDER DIRECTION ONLY
4.0
5.4
4.0
2.6
3.0
3.5
DELIVERY / COLLECTION ZONE
INDICATIVE BIO-BASIN LOCATION,
CIRCULATING CARRIAGEWAY GRADES
TOWARDS BASINS
10.8 5.4
[NOM. 21.5 m² FILTER AREA]
2.6
2.6
TRANSFER STATION BUILDING
[NOM. FFL RL 15.500] 5.4 5.4 7 x CARPARKING BAYS
4.5
(5.4 m x 2.6 m)
MIN.
2.6
REVIVA CENTRE
JOINS SHEET C202
[NOM. FFL RL 15.100]
8.0 8.0
INDICATIVE BIO-BASIN LOCATION,
EXIT CARRIAGEWAY FOR STAFF AND CIRCULATING CARRIAGEWAY GRADES
MRV (8.8 m) TRUCKS TOWARDS BASINS
[NOM. 21.5 m² FILTER AREA]
10.0
REVIVA SALES YARD
DROP OFF / PICK UP ZONE
FORKLIFT ACCESS ONLY
(NO PUBLIC USE)
JOINS SHEET C202
MATCH EXISTING 6.6 m CARRIAGEWAY
(3.0 m LANE + 0.3 m SHOULDER)
INDICATIVE BIO-BASIN LOCATION
[NOM. 92.0 m² FILTER AREA] EXISTING BIO-BASIN LOCATION TO
BE RETAINED AND UTILISED FOR
PROPOSED WORKS
GATE
[NOM. 92.0 m² FILTER AREA]
8.0 m SECURITY GATE
SECURITY
ACCESS UNDER DIRECTION ONLY
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
JOINS SHEET C202 contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C201
Design - CJT Drawn - CJT
GENERAL ARRANGEMENT SHEET 1 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C200 SITE LAYOUTS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 10.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C200 SITE LAYOUTS.dwg Plot 11 February 2025 - 8:55 PM
Page 17
JOINS SHEET C201
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
PUBLIC ACCESS TO RESOURCE RECOVERY
3.0
WASTE VEHICLE ACCESS ONLY
3.5
DELIVERY / COLLECTION ZONE
JOINS SHEET C201
7.0
PUBLIC ACCESS
TO RESOURCE
RECOVERY
TRANSFER STATION BUILDING
[NOM. FFL RL 15.500]
DRIVE THRU RESOURCE
5.0
12.0 (4 x 3.0 m LANES)
WASTE
SORTING AREA
VEHICLES
ONLY
LOWER HARDSTAND AND RESOURCE RECOVERY BIN PAD
WASTE AND STAFF VEHICLE ACCESS ONLY
22 x CARPARKING BAYS
(5.4 m x 2.6 m)
2.6
5.4
INDICATIVE BIO-BASIN LOCATION
[NOM. 94.0 m² FILTER AREA]
JOINS SHEET C203
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
JOINS SHEET C203 contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C202
Design - CJT Drawn - CJT
GENERAL ARRANGEMENT SHEET 2 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C200 SITE LAYOUTS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 10.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C200 SITE LAYOUTS.dwg Plot 11 February 2025 - 8:55 PM
Page 18
APPENDIX B MUSIC MODEL (ELECTRONIC Copy)
Page 19
3 E e nie
Derived Reference Points Creek
2
AP23630 3
2Datum: GDA2020 2
Projection: GDA2020 MGA Zone 56 2
All reference points continue sequentially 3
when labels are not shown SP142258
2
4
1
5 RP223289
RP223289
1
1
2 SP196853 1
3
SP249346
C1
!
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! ! RP223289
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AR
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77 ! T CH
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1 SP298776
442 ! !
RO
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!!
SP298776 ! AD !
!
B4
!
B5
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C15
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180 D
ROA
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RELLA
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EUMA
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176 !
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77 B6 447 130
! ! !
! ! !
SP298776 !
198 C12
EM
!
UM
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!
OU
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! !
!
NT
!
1
AIN
SP163570
RO
AD
1
147 2
1 NPW889 SP133616
1
103
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1 102 k
SP251355 3
Cree 1
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1
Notes: Derived Reference Points are provided to assist in the location of area boundaries. Responsibility for
locating these boundaries lies solely with the landholder.
SCALE 1:10,000 @ A3 paper size
Watercourse and drainage feature locations shown on the Vegetation Management Plan are derived from the
0 250 500 750 1,000 metres certified Vegetation Management Watercourse and Drainage Feature Map. These alignments are approximate
only and require ground truthing to identify the exact location of the watercourse or drainage feature.
The property boundaries shown on this plan are APPROXIMATE ONLY. They are NOT an accurate
representation of the legal boundaries.
Projection: GDA2020 MGA Zone 56 Datum: GDA2020
This plan must be read in conjunction with conditions attached to 2503-45382 SRA
LEGEND
! 1 Derived Reference Points (see attachment)
Cairns
Mackay
Vegetation Management Plan
Subject Lot
Area B - Clearing must not occur
Plan of Area B (Parts B1 - B6) and Area C
Brisbane
(Parts C1 - C15) in Lot 77 on Plan © The State of Queensland, 2025
Area C - Firebreak/safety buffer
SP298776
´
(only certain infrastructure permitted)
!
1 Watercourse and/or drainage feature VMP
(Stream order label)
2503-45382 SRA
Note: This is a colour map and must be reproduced in colour Version: 1 eLVAS Case ID: 2025/001316
Sheet 1 of 1
VMGIS-NR-4076
Page 20
PLANS AND DOCUMENTS referred to in the REFERRAL Attachment: 2503-45382 SRA AGENCY RESPONSE Goremmen Derived Reference Points SARA ref: 2503-45382 SRA Datum: GDA2020, Projection: MGA Zone 56 Notes: Derived Reference Points are provided to assist in the location of Area boundaries. Date: Responsibility for locating these boundaries lies solely with the landholder and delegated contractor(s). Coordinates start at a point indicated on the accompanying plan and continue sequentially when labels are not shown. PartID_ UniqueID Easting Northing Easting __ Northing Parti UniqueID__Easting Northing PartIDUniqueID__Easting Northing Bi 1 502900 7076935 BI 101 502887 7076992 B6 201 502516 7075171 c7 301 502656 7076004 Bi 2 503178 7076678 B1 102 502868 7077026 B6 202 502489 7075203 c7 302 502669 7076048 Bi 3 503216 7076671 BI 103, 502862 7077041 B6 203 502470 7075261 c7 303 502681 7076068 Bi 4 503241 7076680 B1 104 502860 7077055 B6 204 502476 7075314 c7 304 502790 7076032 Bi 5 503254 7076678 B1 105, 502861 7077056 B6 205 502475 7075331 c7 305 502892 7076004 Bi 6 503352 7076618 B1 106 502937 7077014 B6 206 502481 7075335, c7 306 502900 7076005 Bi 7 503410 7076577 B1 107 502939 7077006 B6 207 502509 7075340 c7 307 502938 7075981 Bi 8 504451 7076578 B2 108 502968 7076997 B6 208 502842 7075334 c7 308 503053 7075821 Bi 9 504453 7076570 B2 109 503031 7076962 B6 209 502849 7075313, c7 309 503107 7075753 Bi 10 504524 7076571 B2 110 503041 7076971 B6 210 502837 7075257 c7 310 503251 7075578 Bi 1 504463 7076497 B2 111 503050 7076967 C1 211 502892 7076977 c7 311 503323 7075487 Bi 12 504401 7076419 B2 112 503068 7076947 C1 212 502888 7076975 c7 312 503384 7075409 Bi 13 504337 7076343 B2 113 503094 7076920 C1 213 502874 7076972 c7 313 503395 7075390 Bi 14 504267 7076272 B2 114 503208 7076798 C1 214 502864 7076964 c7 314 503397 7075366 Bi 15 504195 7076202 B2 115 503222 7076798 C1 215 502862 7076949 c7 315 503396 7075365 Bi 16 504120 7076136 B2 116 503224 7076805 C1 216 502863 7076931 c7 316 503397 7075365 Bi 17 504016 7076059 B2 17 503225, 7076805 ci 217 502861 7076911 c7 317 503449 7075361 Bi 18 503990 7076045 B2 118 603274 7076753 C1 218 502851 7076901 c7 318 503440 7075337 Bi 19 503964 7076024 B2 119 503267 7076737 ci 219 502837 7076896 c7 319 503405 7075319 Bi 20 503958 7076019 B2 120 503275, 7076717 C1 220 502828 7076896 c7 320 503393 7075320 Bi 21 503880 7075973 B2 121 503314 7076676 C1 221 502819 7076904 c7 321 503382 7075322 Bi 22 503855 7075961 B2 122 503330 7076661 C1 222 502809 7076918 c7 322 503367 7075331 Bi 23 503804 7075933 B2 123 503266 7076699 C1 223 502802 7076934 c7 323 503356 7075344 Bi 24 503801 7075930 B2 124 603243 7076702 ci (224 502819 7076976 c7 324 503351 7075361 Bi 25 503784 7075921 B2 125 503219, 7076693 ci 225 502821 7076975 c7 325 503351 7075377 Bi 26 503732 7075883 B2 126 503192 7076698 C1 (226 502824 7076984 c7 326 503347 7075384 Bi 27 503702 7075871 B2 127 502934 7076934 ci 227 502827 7076989 c7 327 503287 7075460 Bi 28 503681 7075855 B2 128 602932 7076944 C1 (228 502833 7076996 c7 328 503216 7075550 Bi 29 503657 7075830 B2 129 502960 7076995 ct 229 502829 7077004 c7 329 503071 7075725 Bi 30 503602 7075776 B3 130 503591 7075267 C1 230 502845 7077048 c7 330 503016 7075795 Bi 31 503580 7075743 B3 131 503522 7075251 C1 231 502846 7077064 c7 331 502907 7075947 Bi 32 503564 7075705 B3 132 503506 7075299 C1 232 502861 7077056 c7 332 502887 7075960 Bi 33, 503539 7075653 B3 133, 503520 7075304 C1 233 502860 7077055 c7 333 502885 7075960 Bi 34 503523 7075625 B3 134 503540 7075340 ci (234 502862 7077041 c7 334 502879 7075961 Bi 35, 503516 7075596 B3 135, 503566 7075366, ci 235 502868 7077026 c7 335 502776 7075989 Bi 36 503516 7075591 B3 136 503569, 7075434 C1 236 502887 7076992 c7 336 502705 7076012 Bi 37 503475 7075430 B3 137, 503564 7075495, c2 237 503222 7076798 c7 337 502699 7075991 BI 38 503449 7075361 B3 138 503578 7075603 c2 238 503208 7076798 c7 338 502695 7075981 Bi 39 503449 7075361 B3 139 503593 7075660 c2 239 503094 7076920 c7 339 502684 7075969 Bi 40 503397 7075365 B3 140 503615, 7075700 c2 (240 503068 7076947 c7 340 502655 7075946 Bi 41 503396 7075365 B3 141 503629 7075727 c2 241 503050 7076967 c7 341 502631 7075931 Bi 42 503397 7075366 B3 142 503673 7075782 c2 (242 503041 7076971 c7 (342 502617 7075925 Bi 43 503395. 7075390 B3 143, 503746 7075849 c2 243 503055 7076983 c7 343 502606 7075924 Bi 44 503384 7075409 B3 144 503781 7075865 c2 (244 503225 7076805 c7 344 502596 7075926 Bi 45 503323 7075487 B3 145, 503794 7075873 c2 245 503224 7076805 c7 345 502571 7075932 Bi 46 503251 7075578 B3 146 503821 7075891 C3 (246 502458 7076433 c7 (346 502560 7075937 Bi 47 503107 7075753 B3 147 503851 7075908 C3 247 502505 7076541 c7 347 502551 7075944 BI 48 503053 7075821 B3 148 503878 7075923 c3 248 502623 7076680 c7 348 502541 7075956 Bi 49 502938 7075981 B3 149 503899 7075933, c3 249 502649 7076725 c7 349 502533 7075971 Bi 50 502900 7076005 B3 150 503942 7075956 c3 250 502764 7076874 c7 350 502532 7075984 Bi 51 502892 7076004 B3 151 503984 7075983, c3 251 502788 7076912 c7 351 502531 7076009 Bi 52 502790 7076032 B3 152 504017 7076008 C3 (252 502780 7076890 c7 352 502533 7076021 Bi 53 502681 7076068 B3 153, 504049 7076032 C3 253 502754 7076854 c7 353 502526 7076020 Bi 54 502669 7076048 B3 154 504101 7076063 c3 (254 502634 7076692 c7 354 502507 7076017 Bi 55 502656 7076004 B3 155 504141 7076090 C3 (255 502571 7076608 c7 355 502501 7076016 Bi 56 502628 7075982 B3 156 504191 7076130 C4 (256 503379 7076643 c7 356 502489 7076017 Bi 57 502607 7075969 B3 157 504215 7076155, C4 257 503403 7076624 c7 357 502478 7076020 Bi 58 502583 7075976 B3 158 504224 7076165 C4 (258 503389 7076625 c7 358 502468 7076027 Bi 59 502577 7075983 B3 159 504246 7076192 C4 259 503330 7076661 c7 359 502459 7076035 Bi 60 502576 7076006 B3 160 504278 7076223 C4 260 503314 7076676 c7 360 502454 7076046 Bi 61 502584 7076050 B3 161 504297 7076232 C4 261 503275 7076717 c7 361 502452 7076057 Bi 62 502595 7076079 B3 162 504333 7076275 C4 262 503267 7076737 c7 362 502452 7076057 Bi 63 502588 7076090 B3 163, 504357 7076300 C4 263 503274 7076753 c7 363 502444 7076057 Bi 64 502546 7076098 B3 164 504402 7076347 ch 264 504530 7076505 c7 364 502435 7076050 Bi 65 502545 7076066 B3 165 504437 7076382 ch 265 504507 7076481 c7 365 502425 7076046 Bi 66 502522 7076065 B3 166 504479 7076448 ch (266 504509 7076484 c7 366 502413 7076044 Bi 67 502497 7076061 B3 167 504507 7076481 ch (267 504579 7076578 c7 367 502408 7076044 Bi 68 502494 7076072 B3 168 504530 7076505 ch 268 504586 7076578 c7 368 502407 7076260 Bi 69 502489 7076082 B3 169 504570 7076542 ch 269 504570 7076542 c7 369 502410 7076276 Bi 70 502482 7076091 B3 170 504586 7076578 cé 270 504297 7076232 c8 370 503781 7075865 Bi 71 502472 7076097 B3 171 504969, 7076578 cé 271 504278 7076223 ce 371 503746 7075849 Bi 72 502462 7076101 B3 172 504871 7075957, cé 272 504381 7076330 ce 372 503747 7075849 Bi 73 502451 7076102 B3 173 504289, 7075423 cé 273 504445 7076407 ce 373 503831 7075903 Bi 74 502437 7076102 B3 174 504097 7075377, cé 274 504479 7076448 ce 374 504003 7076005 Bi 7 502426 7076098 B3 175 503689, 7075282 cé 275 504437 7076382 ce 375 504085 7076062 Bi 76 502412 7076089 B4 176 504802 7075326 cé 276 504402 7076347 ce 376 504163 7076125 Bi 7 502411 7076099 B4 177 504721 7075338 cé 277 504357 7076300 ce 377 504241 7076187 Bi 78 502410 7076276 B4 178 504326 7075416 cé 278 504333 7076275 ce 378 504246 7076192 Bi 79 502415 7076314 B4 179 504899 7075942 C7 279 502411 7076099 ce 379 504224 7076165 Bi 80 502422 7076349 BS 180 502796 7075400 c7 280 502412 7076089 c8 380 504215 7076155 Bi 81 502458 7076433 BS 181 502515, 7075400 c7 281 502426 7076098 ce 381 504191 7076130 Bi 82 502571 7076608 BS 182 502495, 7075403 c7 (282 502437 7076102 ce 382 504141 7076090 Bi 83 502634 7076692 BS 183, 502471 7075413, c7 (283 502451 7076102 ce 383 504101 7076063 Bi 84 502754 7076854 BS 184 502453 7075431 c7 (284 502462 7076101 ce 384 504049 7076032 Bi 85 502780 7076890 BS 185 502443 7075455, c7 (285 502472 7076097 ce 385 504017 7076008 Bi 86 502788 7076912 BS 186 502438 7075499 c7 (286 502482 7076091 ce 386 503984 7075983 Bi 87 502800 7076929 BS 187 502428 7075499 C7 (287 502489 7076082 ce 387 503942 7075956 Bi 88 502802 7076934 BS 188 502421 7075517, c7 (288 502494 7076072 ce 388 503899 7075933 Bi 89 502809 7076918 BS 189 502421 7075518 C7 289 502497 7076061 ce 389 503878 7075923 Bi 90 502819 7076904 BS 190 502416 7075574 c7 290 502522 7076065 c8 390 503851 7075908 Bi 91 502828 7076896 BS 191 502408 7075665 c7 291 502545 7076066 ce 391 503821 7075891 Bi 92 502837 7076896 BS 192 502408 7075671 c7 292 502546 7076098 ce 392 503794 7075873 Bi 93 502851 7076901 BS 193 502416 7075681 c7 293 502588 7076090 co 393 504016 7076059 Bi 94 502861 7076911 BS 194 502614 7075540 c7 294 502595 7076079 co 394 503964 7076024 Bi 95 502863 7076931 BS 195, 502645, 7075518 C7 295 502584 7076050 co 395 503990 7076045 Bi 96 502862 7076949 BS 196 502698 7075481 c7 (296 502576 7076006 c10 396 503872 7075968 Bi 97 502864 7076964 BS 197 502767 7075431 C7 297 502577 7075983 c10 397 503801 7075930 Bi 98 502874 7076972 B6 198 502821 7075217 c7 298 502583 7075976 c10 398 503804 7075933 Bi 99 502888 7076975 B6 199 502671 7075129 C7 299 502607 7075969 c10 399 503855 7075961 Bi 100 502892 7076977 B6 200 502550 7075162 c7 300 502628 7075982 c10 400 503880 7075973 Page 1 of 2
Page 21
PLANS AND DOCUMENTS referred to in the REFERRAL Attachment: 2503-45382 SRA AGENCY RESPONSE Goremmen Derived Reference Points SARA ref: 2503-45382 SRA Datum: GDA2020, Projection: MGA Zone 56 Notes: Derived Reference Points are provided to assist in the location of Area boundaries. Date: Responsibility for locating these boundaries lies solely with the landholder and delegated contractor(s). Coordinates start at a point indicated on the accompanying plan and continue sequentially when labels are not shown. PartID Unique ID — Easting Northing cit 401 503525 7075624 cH 402 503516 7075591 cit 403 503516 7075596 cit 404 503523 7075625 cH 405 503539 7075653 cit 406 5035647075705 cit 407 503580 7075743 cit 408 503602 7075776 cit 409 503657 7075830 cit 410 503681 7075855 cit an 503702 7075871 ct 412 503732 7075883 cit 413 503703 7075862 cit 414 503630 7075794 cH 415 503573 7075711 C12 416 503520 7075304 C12 47 503506 7075299 C12 418 503502 7075313 C12 419 503509 7075324 C12 420 503519 7075372 C12 421 503513 7075422 c12 422 503532 7075520 C12 423 5035647075615 C12 424 5036117075703 C12 425 503629 7075727 C12 426 503615 7075700 C12 427 503593 7075660 C12 428 503578 7075603 C12 429 503564 7075495 C12 430 503569 7075434 C12 431 503566 7075366 c12 432 503540 7075340 C13 433 502408 7075708 C13 434 502816 7075400 C13 435 502796 7075400 C13 436 502767 7075431 C13 437 502698 7075481 C13 438 502645 7075518 C13 439 502614 7075540 C13 440 502416 7075681 C13 4a 502408 7075671 C14 442 502421 7075518 C14 443 502421 7075517 C14 444 502408 7075549 C14 445 502408 7075665 C14 446 502416 7075574 C15 447 502882 7075253 C15 448 502617 7075097 C15 449 502538 7075118 C15 450 502504 7075127 C15 451 502494 7075131 C15 452 502485 7075138 C15 453 502476 7075149 C15 454 502436 7075261 C15 455 502442 7075293 C15 456 502457 7075318 C15 457 502475 7075331 C15 458 502476 7075314 C15 459 502470 7075261 C15 460 502489 7075203 C15 461 502516 7075171 C15 462 502550 7075162 C15 463 5026717075129 C15 464 502821 7075217 C15 465 502837 7075257 C15 466 502849 7075313 C15 467 502842 7075334 C15 468 502812 7075340 C15 469 502860 7075338 C15 470 502889 7075334 C15 471 502893 7075324 C15 472 502894 7075314 C15 473 502893 7075304 Page 2 of 2