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2503-45382 SRA - REPS Approved Plan and Documents
Attached to the e-mail 132005.638.04 SARA amended response.
Plans and drawings: the text below has words only, no drawings.
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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 C
Derived Reference Points reek
2
AP23630
3
Datum: GDA2020
2 2
Projection: GDA2020 MGA Zone 56 2
All reference points continue sequentially 3
2
when labels are not shown SP142258
4
1
5 RP223289
RP223289
1
1
1
SP196853
2 3
SP249346 RP223289
2
! 132 1 1 SP179590
53
SP163571
2
RP223289
B2 77
1
SP298776
1
RP223279
1
B1
1
C1
! 295
!
343
!
1 0
A1 SP213881
77 k
r ee
SP298776 e rC
ys
B3 Ke
77
SP298776
77
B5 77 1 SP298776
SP298776
B4
! 254 A2 ! 227
!
324
!
159
B6 ! 276
77
SP298776
1
SP163570
2
1 147 SP133616
1 NPW889
1
103
SP251355
1
1 k
ree
102 3
SP251355 SP133616 C 1
an
rsm
Ho
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 Start Points (see attachment)
Cairns
Mackay
Vegetation Management Plan
Subject Lot
Area A - Clearing Permitted
Plan of Area A (Parts A1 - A2), Area B
Brisbane
(Parts B1 - B6) and Area C (Part C1) in Lot © The State of Queensland, 2025
Area B - Clearing must not occur
77 on Plan SP298776
´
Area C - Firebreak/safety buffer
(only certain infrastructure permitted) VMP
!
1 Watercourse and/or drainage feature
(Stream order label) 2503-45382 SRA
Note: This is a colour map and must be reproduced in colour Version: 2 eLVAS Case ID: 2025/001316
Sheet 1 of 1
VMGIS-NR-4076
Page 20
Attachment: 2503-45382 SRA
Derived Reference Points
Datum: GDA2020, Projection: MGA Zone 56
Notes: Derived Reference Points are provided to assist in the location of Area boundaries.
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 PartiD UniqueID Easting Northing PartID Unique ID Easting Northing
Bt 1 5029137075996 Bi 101 5034117075469 BS 201 502419 7075543
Bt 2 502906 7076005 Bt 102503404 7075451 B5 202 502414 7075601
Bi 3 5026747076072 Bi 103 5033977075437 B5 203 502408 7075665
Bt 4 502673 7076070 Bi 104 503378 7075416 B5 204 502408 7075671
Bi 5 5026037076086 Bi 105 5033237075487 BS 205 502416 7075681
Bt 6 502604 7076092 Bt 106 503319 7075492 B5 206 502610 7075543
Bi Z 502541 7076110 Bi 107 5032517075578 BS 207 502645 7075518
Bt 8 502542 7076066 Bi 108 503107 7075753 BS 208 502698 7075481
Bi 9 5025227076065 Bi 109 5030537075821 B5 209 5027677075431
Bt 10 502497 7076061 Bt 110 503049 7075827 B6 210 502821 7075217
Bi 1 502492 7076077 Bi 111 502938 7075981 Be 211 5026717075129
Bt 12 502486 7076087 B2 112 502968 7076997 Be 212 502516 7075171
Bi 13 502477 7076094 B2 113 503031 7076962 Be 213 502489 7075203
Bt 14 502467 7076099 B2 114 503041 7076971 B6 214 502470 7075261
Bi 15 502456 7076102 B2 115 503050 7076967 Be 215 502476 7075314
Bt 16 502443 7076102 B2 116 503094 7076920 B6 216 502475 7075331
Bi 17 5024327076100 B2 117 503194 7076812 Be 217 5024817075335
Bt 18 502421 7076096 B2 118 503208 7076798 B6 218 502509 7075340
Bi 19 502412 7076089 B2 119 503222 7076798 Be 219 5028427075334
Bt 20 502411 7076099 B2 120 503224 7076805 B6 220 502849 7075313
Bi 24 502410 7076276 B2 121 503225 7076805 Be 221 502837 7075257
Bt 22 502415 7076314 B2 122503274 7076753 At 222 502541 7076110
Bi 23 502422 7076349 B2 123 5032677076737 At 223 5026047076092
Bi 24 502458 7076433 B2 124 503275 7076717 At 224 502603 7076086
Bi 25 5024627076441 B2 125 5033147076676 At 225 5026737076070
Bt 26 5025437076565 B2 126503330 7076661 At 226 502674 7076072
Bi 27 502571 7076608 B2 127 5032667076699 At 227 502906 7076005
Bt 28 502634 7076692 B2 128 503243 7076702 At 228 502913 7075996
Bi 29 502754 7076854 B2 129 503219 7076693 At 229 502900 7076005
Bt 30 502780 7076890 B2 130 503192 7076698 At 230 502892 7076004
Bi 31 502788 7076912 B2 131 502934 7076934 At 231 502790 7076032
Bt 32 502800 7076929 B2 132502932 7076944 At 232 502710 7076058
Bi 33 5028027076934 B2 133502960 7076995 At 233 5026817076068
Bi 34 502809 7076918 B3 134 503591 7075267 At 234 502669 7076048
Bi 35 502819 7076904 B3 135 5035227075251 At 235 502656 7076004
Bt 36 502828 7076896 B3 136503506 7075299 At 236 502628 7075982
Bi 37 502837 7076896 B3 137 5035207075304 At 237 502607 7075969
Bt 38 502851 7076901 B3 138 503540 7075340 At 238 502583 7075976
Bi 39 502861 7076911 B3 139 5035667075366 At 239 5025777075983
Bt 40 502863 7076931 B3 140 503569 7075434 At 240 502576 7076006
Bi a 502862 7076949 B3 141 503564 7075495 At 241 5025847076050
Bt 42 502864 7076964 B3 142 5035677075513 At 242 502595 7076079
Bi 43 5028747076972 B3 143503578 7075603 At 243 502588 7076090
Bi 44 502888 7076975 B3 144 503593 7075660 At 244 502546 7076098
Bi 45 5028927076977 B3 145 5036037075679 At 245 502545 7076066
Bt 46 502887 7076992 B3 146503615 7075700 At 246 502542 7076066
Bi 47 502868 7077026 B3 147503621 7075713 AZ 247 503424 7075363
Bt 48 502862 7077041 B3 148 5036297075727 AZ 248 503397 7075365
Bi 49 502860 7077055 B3 149 5036737075782 A2 249 5033967075365
Bt 50 502861 7077056 B3 150 503746 7075849 Az 250 503397 7075366
Bi 51 502937 7077014 B3 151 503781 7075865 AZ 251 5033957075390
Bt 52 502939 7077006 B3 152503794 7075873 AZ 252 5033847075409
Bi 53 502900 7076935 B3 153503821 7075891 AZ 253 503378 7075416
Bi 54 503178 7076678 B3 154 5038557075910 Az 254 503397 7075437
Bt 55 503216 7076671 B3 155 503878 7075923 AZ 255 503404 7075451
Bi 56 503241 7076680 B3 156 503899 7075933 Az 256 5034117075469
Bt 57 503254 7076678 B3 157 5039427075956 Az 257 5034447075615
Bi 58 503410 7076577 B3 158 503984 7075983 AZ 258 5034927075564
Bt 59 504451 7076578 B3 159 504017 _ 7076008 A2 259 503458 7075427
Bi 60 5044537076570 B3 160 504049 7076032 AZ 260 5034437075403
Bi 61 5045247076571 B3 161 504084 7076053 Az 261 503428 7075385
Bi 62 5044637076497 B3 162504101 7076063 Az 262 503416 7075376
Bt 63 504401 7076419 B3 163 5041417076090 C1 263 502497 7076061
Bi 64 504337 7076343 B3 164 504191 7076130 ci 264 502487 7076059
Bt 65 504267 7076272 B3 165 504215 7076155 ct 265 502473 7076078
Bi 66 504195 7076202 B3 166 5042247076165 ci 266 502450 7076064
Bt 67 504120 7076136 B3 167 504246 7076192 ci 267 502433 7076066
Bi 68 5040407076076 B3 168 504278 7076223 ct 268 502415 7076077
Bi 69 504016 7076059 B3 169 504297 7076232 ct 269 5024127076089
Bi 70 503990 7076045 B3 170 5043257076265 ct 270 502421 7076096
Bi 71 503964 7076024 B3 171 504333 7076275 ci 2m 5024327076100
Bi 72 5039587076019 B3 172504357 7076300 ct 272 5024437076102
Bt 73 503880 7075973 B3 173504402 7076347 ct 273 502456 7076102
Bi 74 503855 7075961 B3 174 504437 7076382 ct 274 502467 7076099
Bt 75 5038047075933 B3 175 504461 7076419 ct 275502477 7076094
Bi 76 503801 7075930 B3 176 504479 7076448 ci 276 502486 7076087
Bt 77 503784 7075921 B3 177504507 7076481 ci 277 5024927076077
Bi 78 5037327075883 B3 178 5045307076505
Bi 79 5037027075871 B3 179504570 7076542
Bi 80 503681 7075855 B3 180 504586 7076578
Bt 81 503657 7075830 B3 181 504969 7076578
Bi 82 503632 7075806 B3 182504871 7075957
Bt 83 5036207075795 B3 183504557 7075669
Bi 84 5036027075776 B3 184 504289 7075423
Bt 85 503580 7075743 B3 185 504289 7075423
Bt 86 5035647075705 B3 186 5040977075377 P LAN S A N D DO Cc U M E N TS
Bi 87 503539 7075653 B3 187503689 7075282
Bi 88 5035237075625 Ba 188 5048027075326 .
Bi 89 503516 7075596 Ba 189 5047217075338 refe rred to in th e
Bi 90 503516 7075591 Ba 190 5043267075416
Bi 91 503499 7075527 B4 191 5048997075942 D E V E LO P M E N T A P P ROVAL Queensland
Bi 92 503475 7075430 BS 192502796 7075400 Government
Bt 93 503449 7075361 BS 193 502515 7075400
Bi 94 5034247075363 BS 194 502495 7075403
Bt 95 503416 7075376 BS 195 502471 7075413
Bt 96 503428 7075385 BS 196 5024537075431 SARA ref: 2503-45382 SRA
Bi 97 5034437075403 BS 197 502443 7075455 . = ceeeeeeeeee ceeeeeeeeers
Bi 98 5034587075427 BS 198 5024387075499
Bt 99 503492 7075564 BS 199 502428 7075499
Bt 100 5034447075615 BS 200 502421 7075517 Date: 13 November 2025