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  ECOLOGICAL ASSESSMENT REPORT
MATERIAL CHANGE OF USE FOR A DWELLING HOUSE
      797 RINGTAIL CREEK ROAD, POMONA
             LOT 4 ON RP213871




     52A Park Rd Nambour QLD 4560 / Ph: 0428 221 983 / Email: [email protected]
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Page 2

                                            TABLE OF CONTENTS
1.0            INTRODUCTION......................................................................................1
        1.1    PURPOSE......................................................................................................................................1

2.0            ASSESSMENT METHODOLOGY ................................................................1
        2.1    ASSESSMENT AREA .......................................................................................................................1
        2.2    GENERAL ......................................................................................................................................2
        2.3    DESKTOP ASSESSMENT ..................................................................................................................2
        2.4    FIELD-BASED SITE ASSESSMENT ......................................................................................................2

3.0            DESKTOP ASSESSMENT RESULTS .............................................................3
        3.1    TOPOGRAPHY ...............................................................................................................................3
        3.2    NOOSA PLAN 2020 – ZONE MAPPING ..............................................................................................3
        3.3    NOOSA PLAN 2020 – BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY MAP .............................4
        3.4    SOUTH-EAST QUEENSLAND KOALA CONSERVATION STRATEGY – KOALA HABITAT VALUES MAPPING ....5
        3.5    VEGETATION MANAGEMENT SUPPORTING MAP ..............................................................................6
        3.6    PROTECTED PLANTS FLORA SURVEY TRIGGER MAP...........................................................................8
        3.7    WILDNET DATABASE SEARCH .........................................................................................................8
        3.8    EPBC PROTECTED MATTERS SEARCH ...............................................................................................9

4.0            FIELD ASSESSMENT RESULTS .....................................................10
        4.1    VEGETATION .............................................................................................................................. 10
        4.2    CONSERVATION SIGNIFICANT FLORA SPECIES ................................................................................ 11
        4.3    FAUNA HABITAT ......................................................................................................................... 11

5.0            DEVELOPMENT IMPACTS ......................................................................13
        5.1    GENERAL .................................................................................................................................... 13
        5.2    NOOSA PLAN 2020 – BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY ................................... 15
        5.3    CORE KOALA HABITAT AREA......................................................................................................... 15
        5.4    REGULATED VEGETATION ............................................................................................................ 15
        5.5    FAUNA AND FAUNA HABITAT ....................................................................................................... 15

6.0            MITIGATION MEASURES ................................................................16
        6.1    GENERAL .................................................................................................................................... 16
        6.2    FLORA SPECIES AND VEGETATION COMMUNITIES............................................................16
        6.3    FAUNA SPECIES ..................................................................................................................... 16

7.0            LEGISLATIVE COMPLIANCE ..........................................................17
        7.1    NOOSA PLAN 2020 - BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY .................................... 17


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        7.2    NATURE CONSERVATION (KOALA) CONSERVATION PLAN AND SDAP STATE CODE 25 -DEVELOPMENT IN
               SOUTH EAST QUEENSLAND KOALA HABITAT AREAS ........................................................................ 27
        7.3    VEGETATION MANAGEMENT ACT AND SDAP STATE CODE 16 - NATIVE VEGETATION
               CLEARING ............................................................................................................................... 28
        7.4    NATURE CONSERVATION ACT ....................................................................................................... 28
               7.4.1       FLORA ........................................................................................................................ 28
               7.4.2       FAUNA........................................................................................................................ 28
        7.5    COMMONWEALTH GOVERNMENT ........................................................................................ 28

8.0            CONCLUSION ...................................................................................29

9.0            REFERENCES ...................................................................................30

APPENDIX A – BUILDING PLANS .......................................................................31




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Disclaimer
This assessment has been prepared by Equilibrium Ecology Pty Ltd for the specified Client and may only be used and relied
upon for the purposes set out in this report. No responsibility is held to any person other than the Client for any decision or
action arising from or in connection with this report. All opinions and conclusions are based on assumptions detailed in this
report and no responsibility is held for any error or omission arising from these assumptions being incorrect.
Ecological site assessments are necessarily of limited field survey scope and timeframe and may not result in a complete
representation of flora/fauna species abundance and variety across any site due to factors including climatic and seasonal
variation. In this regard, conclusions and recommendations stated herein are provided in good faith in the absence of an
additional long-term environmental study. In the absence of complete ecological data pertaining to a site, a precautionary
principle is generally adopted throughout the assessment process.
To the extent permitted by law, Equilibrium Ecology Pty Ltd excludes all liability to any person for any consequences, including
but not limited to all losses, damages, costs, expenses, and any other compensation, arising directly or indirectly, from using
this report (in part or whole) and any information or material contained in it.

Document Issue
 Version Number                            Date                                   Authorised for Issue
 1                                         25 October 2021                        N. Willis (B. Sc., Dip. CLM., mAABR,
                                                                                  mEIANZ) – Director/Principal Ecologist




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1.0     INTRODUCTION
1.1     PURPOSE
This Ecological Assessment Report has been prepared for Lot 4 on RP213871 located at 797 Ringtail Creek
Road, Pomona (referred to herein as ‘the site’). The applicant seeks a development permit from Noosa
Council for a Material Change of Use development application for a dwelling house. Building Plans have
been provided as Appendix A.
This report provides the following information:
     a summary of the ecological features identified within and adjoining the site
     an assessment of environmental impacts associated with the proposed development
     recommendations for minimising environmental impact as a result of development approval
     undertakes an analysis of compliance with applicable government assessment frameworks.

2.0     ASSESSMENT METHODOLOGY
2.1     ASSESSMENT AREA
The site is located within a predominantly vegetated rural area and covers approximately 3.4ha. The site
currently contains several sheds and horse stables, with a semi-cleared area surrounding the existing
sheds. The remainder of the site is dominated by native vegetation, including tall open Eucalypt forest in
the south, and native regrowth vegetation in the north. Vegetated and semi-vegetated rural allotments
dominate the landscape surrounding the site. Plate 1 depicts the existing site conditions within the
assessment area.




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                                     Plate 1: Assessment Area (Source: QLD Globe)
2.2       GENERAL
This Ecological Assessment has been undertaken in general accordance with the Noosa Plan 2020 -
Planning Scheme Policy - Ecological Assessment Guidelines (PSP3).

2.3       DESKTOP ASSESSMENT
To gain an understanding of the existing ecological values and the potential for species of conservation
significance to be present within the site and surrounding area, the following databases and mapping
sources were reviewed:
         The Noosa Plan 2020 - Zone mapping
         The Noosa Plan 2020 - Biodiversity, Waterways and Wetlands overlay mapping
         The South-East Queensland Koala Conservation Strategy - Koala habitat mapping
         The Department of Resources (DoR) Vegetation Management Supporting Map
         The Department of Environment and Science’s (DES) Protected Plants Flora Survey Trigger Area
          mapping
         The DES Wildnet database
         The Commonwealth Department of Agriculture, Water and the Environment’s (DAWE)
          Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act) Protected Matters
          Search Tool
The results of the desktop assessment are summarised in Section 3. Full transcripts of the Database
searches are saved on file and can be provided at request.

2.4       FIELD-BASED SITE ASSESSMENT

A field-based site assessment was undertaken in late August 2021 and included a general flora survey for
conservation significant flora species within and adjacent to the proposed development area. Fauna
habitat assessments were undertaken within the site to identify specific fauna breeding habitat features
and determine the potential suitability for conservation significant fauna species to occur within the site.
No detailed targeted fauna surveys were undertaken within this scope of work. The results of the field-
based assessment are provided in Section 4.




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3.0     DESKTOP ASSESSMENT RESULTS
3.1     TOPOGRAPHY
The site is located on gently sloping land adjacent to Six Mile Creek which is located approximately 175m
to the north of the site. The site and surrounding landscape exhibit a slight north-westerly aspect with an
average slope of approximately 1 degree. The site exhibits a maximum height of 89m AHD in the south-
east corner and descends to a low point of 84m AHD near the western boundary (refer to Plate 2).




                             Plate 2: Topography (Source: Noosa Council Intramaps)

3.2     NOOSA PLAN 2020 – ZONE MAPPING
The site is located within the Rural Zone under the Noosa Plan 2020 (refer to Plate 3).




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                    Plate 3: Noosa Planning Scheme Zone Mapping (Source: Noosa Council Intramaps)

3.3       NOOSA PLAN 2020 – BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY MAP
The site is mapped as containing the following biodiversity overlays under the Noosa Plan 2020 –
Biodiversity, Waterways and Wetlands Overlay (refer to Plate 4):
         Area of Biodiversity Significance
         MSES Environmental Values




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                 Plate 4: Biodiversity, Waterways and Wetlands Overlay (Source: Noosa Council Intramaps)

3.4     SOUTH-EAST QUEENSLAND KOALA CONSERVATION STRATEGY – KOALA HABITAT VALUES
        MAPPING
The South-East Queensland Koala Conservation Strategy Koala Habitat Values mapping identifies that the
site is located within a Koala Priority Area and contains Core Koala Habitat (refer to Plate 5).




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                               Plate 5: Koala Habitat Values mapping (Source: QLD Globe)

3.5       VEGETATION MANAGEMENT SUPPORTING MAP
The Vegetation Management Supporting Map identifies that Category B and Category C regulated
vegetation is mapped within the site (refer to Plate 6). The Category B remnant vegetation contains ‘of
concern’ Regional Ecosystem (RE) 12.9-10.1, which is described as Tall open forest often with Eucalyptus
resinifera, E. grandis, E. robusta and Corymbia intermedia on sedimentary rocks, usually coastal. The
Category C high value regrowth vegetation consists of heterogenous units of vegetation which are
mapped as containing the following Regional Ecosystems:
         Of Concern RE 12.9-10.1 (60%) (described above) and Least Concern RE 12.9-10.17 (40%) which is
          described as Eucalyptus acmenoides, E. major, E. siderophloia +/- Corymbia citriodora subsp.
          variegata open forest on sedimentary rocks
         Of Concern RE 12.3.11 (40%) which is described as Eucalyptus tereticornis +/- Eucalyptus siderophloia,
          Corymbia intermedia open forest on alluvial plains usually near coast, Of Concern RE 12.3.2 (40%) which is
          described as Eucalyptus grandis tall open forest on alluvial plains and Endangered RE 12.3.1 (20%) which is
          described as Gallery rainforest (notophyll vine forest) on alluvial plains




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The regulated vegetation is also mapped as containing essential habitat for the following conservation
significant flora and fauna species:
      Phascolarctos cinereus (koala) which is listed as vulnerable under the NC Act and the EPBC Act
      Anilios silvia (striped blind snake) which is listed as near threatened under the NC Act
      Litoria pearsoniana (cascade tree frog) which is listed as vulnerable under the NC Act
      Mixophyes iteratus (giant barred frog) which is listed as vulnerable under the NC Act and endangered under
       the EPBC Act
      Adelotus brevis (tusked frog) which is listed as vulnerable under the NC Act




                            Plate 6: Regulated Vegetation Mapping (Source: QLD Globe)




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3.6       PROTECTED PLANTS FLORA SURVEY TRIGGER MAP
The Protected Plants Flora Survey Trigger Map identifies that the vegetated areas within the site are
located within a high risk area prescribed under the Nature Conservation (Plants) Regulation 2020 (refer
to Plate 7).




                        Plate 7: Protected Plants Flora Survey Trigger Map (Source: QLD Globe)
3.7       WILDNET DATABASE SEARCH
The Department of Environment and Science maintain the Wildnet database which contains flora and
fauna records provided by government agencies, researchers, business, natural resource management
bodies and citizen science programs. A search of the Wildnet database was undertaken prior to the field
assessment using a 2km search radius around a centre point within the site. The database returned results
for the following conservation significant flora and fauna species which have been recorded within 2km
of the site.
Flora
         Symplocos harroldii (hairy hazelwood) – near threatened (NC Act)
         Xanthostemon oppositifolius (southern penda) – vulnerable (NC Act & EPBC Act)
Fauna
         Adelotus brevis (tusked frog) – vulnerable (NC Act)
         Hirundapus caudacutus (white-throated needletail) – vulnerable (NC Act & EPBC Act)
         Litoria pearsoniana (cascade tree frog) – vulnerable (NC Act)

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         Mixophyes iteratus (giant barred frog) vulnerable (NC Act), endangered (EPBC Act)
         Phascolarctos cinereus (koala) – vulnerable (NC Act & EPBC Act)
3.8       EPBC PROTECTED MATTERS SEARCH
The EPBC Act Protected Matters Search uses bio-climatic modelling to predict where protected matters
may be present in an area and therefore does not necessarily indicate the actual recorded presence of
protected matters. A search of the Protected Matters database was undertaken prior to the field
assessment, using a 2km search radius around a centre point within the site. The database returned
results for the following Matters of National Environmental Significance (MNES) which have the potential
to be present within 2km of the site:
         The Lowland Rainforest of Subtropical Australia Threatened Ecological Community (critically
          endangered)
         19 threatened flora species
         30 threatened fauna species
         Migratory bird species




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 4.0     FIELD ASSESSMENT RESULTS
 4.1     VEGETATION
The vegetation community surrounding the proposed build site is characterised by tall open Eucalypt forest
with vineforest understorey. The canopy has attained a height of greater than 30m and is dominated by
Eucalyptus grandis (flooded gum). The mid-storey is mid-dense and contains a diverse range of vine forest
species including Commersonia bartramia (brown kurrajong), Flindersia bennettiana (Bennet’s ash),
Glochidion ferdinandi (cheese tree), Jagera pseudorhus (foam bark), Alphitonia excelsa (red ash), and
Syzygium oleosum (blue lily pily). Vine species such as Flagellaria indica (whip vine) and Cissus hypoglauca
(native grape) also occur in the mid-storey. The understorey is dominated by species such as Blechum
cartilagineum (gristle fern), Gahnia aspera (sword sedge), Scleria sphacelata (a sedge), and Lomandra
longifolia (mat rush) with shrub species such as Tabernaemontana pandacaqui (banana bush) and Cordyline
rubra (narrow-leaved palm lily). The vegetation was observed to be in good ecological condition, with weed
invasion consisting of occasional small clumps of Lantana camara (lantana) observed within the
understorey. The vegetation surrounding the proposed build site was confirmed to be mapped correctly as
containing Regional Ecosystem 12.9-10.1 - Tall open forest often with Eucalyptus resinifera, E. grandis, E.
robusta and Corymbia intermedia. Plate 8 depicts typical vegetated conditions at the location of the
proposed dwelling.




                               Plate 8: Vegetation conditions at location of proposed dwelling

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4.2      CONSERVATION SIGNIFICANT FLORA SPECIES
No conservation significant flora species listed under the NC Act or the EPBC Act were observed within
the site.

4.3      FAUNA HABITAT
The Eucalypt forest surrounding the build location holds a variety of habitat features including fallen logs
and exfoliating bark and a range of food sources such as flowering gums and fruiting rainforest trees. No
arboreal hollows or nests were observed within the proposed development footprint. No conservation
significant fauna species were incidentally observed during the site investigation. Table 1 provides an
assessment of the habitat values present for the conservation significant fauna species recorded from the
Wildnet database search (refer to Section 3.7).
Table 1 – Habitat value for previously recorded conservation significant fauna species
 Fauna Species                     Habitat Requirements                        Habitat Value within the Site

 Adelotus brevis (tusked frog)     Inhabits wet eucalypt forest, No suitable habitat within proximity to
 – vulnerable (NC Act)             rainforest, and sometimes dry proposed development area.
                                   eucalypt forest, where it can be found
                                   in close proximity to suitable breeding
                                   habitat such as ponds and slow-
                                   moving sections of streams. Also
                                   recorded from dams and garden
                                   ponds in urban and peri-urban areas
                                   (Rowland, 2013a).

 Hirundapus caudacutus             In Australia, the White-throated            Suitable habitat is present within the
 (white-throated needletail) –     Needletail is almost exclusively aerial,    vegetated areas of the site, although
 vulnerable (NC Act & EPBC         from heights of less than 1m up to          species is predominantly aerial and
 Act)                              more than 1000m above the ground.           generalist in nature – therefore habitat
                                   Because they are aerial, it has been        would not be considered important for
                                   stated that conventional habitat            the species.
                                   descriptions are inapplicable. There
                                   are, nevertheless, certain preferences
                                   exhibited by the species. Although
                                   they occur over most types of habitat,
                                   they are probably recorded most
                                   often above wooded areas, including
                                   open forest and rainforest, and may
                                   also fly between trees or in clearings,
                                   below the canopy, but they are less
                                   commonly recorded flying above
                                   woodland. They also commonly occur
                                   over heathland, but less often over
                                   treeless areas, such as grassland or
                                   swamps (DAWE, 2021a).

 Litoria pearsoniana (cascade      Found in rainforest gullies and No suitable habitat within proximity to
 tree frog) – vulnerable (NC       adjacent wet sclerophyll forest, in proposed development area.
 Act)

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 Fauna Species                  Habitat Requirements                      Habitat Value within the Site
                                association with flowing streams
                                (Rowland, 2013b).
 Mixophyes iteratus (giant
                               Occurs in rainforests and wet No suitable habitat within proximity to
 barred frog) - vulnerable (NC
                               sclerophyll forests in upper to lower proposed development area.
 Act), endangered (EPBC Act)
                               catchment areas (DAWE, 2021b).


 Phascolarctos cinereus         Koalas inhabit a range of temperate,      Suitable habitat is present within the
 (koala) – vulnerable (NC Act   sub-tropical and tropical forest,         tall open Eucalypt forest, although the
 & EPBC Act)                    woodland and semi-arid communities        dense understorey vegetation would
                                dominated by eucalypt species             limit movement of animals along the
                                (DAWE, 2021c).                            ground.




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5.0     DEVELOPMENT IMPACTS
5.1     GENERAL
The Noosa Plan 2020 Flood Hazard Overlay Map depicts the majority of the northern site extent (including
the existing cleared and regrowth vegetation areas) within an area prone to flooding and inundation. As
the dwelling cannot be constructed within the flood prone area, it has by necessity been located within
the vegetated area in the south-eastern site extent. A Bushfire Hazard Assessment has been prepared by
Equilibrium Ecology and submitted concurrently with this development application. The outcome of the
Bushfire Hazard Assessment Report is that the dwelling would require a minimum 25.3m wide cleared
setback to reduce the risk of direct flame and radiant heat impact to the dwelling. The Bushfire Hazard
Assessment Report recommends a 26m cleared Asset Protection Zone is provided to the dwelling to
mitigate against bushfire impacts. This equates to a total clearing impact of approximately 2,900m2 of
vegetation to locate the proposed dwelling and associated Asset Protection Zone (bushfire setback). The
Planning Regulation 2017 defines several vegetation clearing exemptions including vegetation clearing on
freehold land for Essential Management. Schedule 24 of the Regulation defines Essential Management as
clearing native vegetation -
            (a) for establishing or maintaining a necessary firebreak to protect infrastructure, other than
                a fence, road or vehicular track, if the maximum width of the firebreak is equal to 1.5 times
                the height of the tallest vegetation next to the infrastructure, or 20m, whichever is the
                wider
            (b) for establishing a necessary fire management line, if the maximum width of the clearing
                for the fire management line is 10m; or
            (c) necessary to remove or reduce the imminent risk that the vegetation poses of serious
                personal injury or damage to infrastructure; or

Furthermore, Schedule 6, Part 3, Section 20A of the Regulation prescribes development which a local
categorising instrument (Planning Scheme) is prohibited from stating is assessable development. This
includes operational work that is clearing native vegetation if -
           (a) the clearing is necessary for -
             (i) establishing or maintaining a necessary firebreak to protect infrastructure, other than a
                 fence, road or vehicular track, and the maximum width of the firebreak is equal to 1.5
                 times the height of the tallest vegetation next to the infrastructure, or 20m, whichever is
                 the wider; or
            (ii) establishing a necessary fire management line, and the maximum width of the clearing
                 for the fire management line is 10m; and

           (b) the clearing is on freehold land
Approximately 1,070m2 of the vegetation proposed to be cleared is located within 10m of the allotment
boundary and therefore can be cleared under the essential management exemption detailed above.
Therefore, the total extent of assessable clearing associated with the development is 1,830m2. Figure 1
depicts the extent of proposed clearing. The sections below quantify the proposed development impact
with reference to the relevant ecological matters and legislative constraints identified within the desktop
assessment.


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ECOLOGICAL ASSESSMENT
797 RINGTAIL CREEK ROAD
POMONA

FIGURE 1
VEGETATION CLEARING

LEGEND
797 RINGTAIL CREEK RD, POMONA
TEBE x0 0se0 Buin Location
[ERB ©XTENT OF VEGETATION CLEARING - APPROX. 2,900m2

] EXEMPT VEGETATION CLEARING - APPROX. 1,070m2

| COPYRIGHT © 2021

re —
60 80 100 3
Rae FO

 

Page 19

5.2     NOOSA PLAN 2020 – BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY
Approximately 1,830m2 of assessable vegetation clearing is required within an area mapped under the
Noosa Plan 2020 – Biodiversity, Waterways and Wetlands Overlay as containing an Area of Biodiversity
Significance and MSES Environmental Values. Given the flood prone area constraining the existing cleared
areas within the site, the applicant cannot avoid locating the dwelling within the mapped area. The area
proposed for clearing has been minimised to the greatest extent to allow for construction of the dwelling
and an associated Asset Protection Zone only.

5.3     CORE KOALA HABITAT AREA
The South-East Queensland Koala Conservation Strategy Koala Habitat Values mapping identifies that the
site is located within a Koala Priority Area and contains Core Koala Habitat. Approximately 1,830m2 of
vegetation clearing is required within the mapped Core Koala Habitat area (over and above the 10m
exempt clearing around the allotment boundary).

5.4     REGULATED VEGETATION
Approximately 1,830m2 of mapped of concern RE 12.9-10.1 is required to be cleared to accommodate the
proposed dwelling and associated Asset Protection Zone (over and above the 10m exempt clearing around
the allotment boundary).

5.5     FAUNA AND FAUNA HABITAT
The impacts to fauna species anticipated as a result of the development relate primarily to the loss of
2,900m2 of native vegetation. No arboreal hollows were observed within the proposed development
footprint. Potential impacts include the possibility of direct death of native fauna species during the
vegetation clearing proposed. Indirect impacts to fauna species may also occur as a result of site
intensification for residential purposes and the potential to increase long term impacts to fauna
associated with reduced nocturnal foraging suitability within retained vegetation due to the introduction
of artificial lighting. Stormwater runoff generated during site construction also has the potential to
increase sedimentation of the adjoining waterways, thereby impacting habitat quality of aquatic and
amphibious species.

No notable evidence of koalas was identified during the site investigation, although koalas may be present
in the local landscape. The clearing proposed will have minimal impact on koala populations in the context
of the remaining vegetation present on the balance of the site and adjoining allotments.




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6.0     MITIGATION MEASURES
6.1     GENERAL
The following measures have been implemented or are recommended to mitigate against the impacts to
the identified ecological resources within the site.

6.2     FLORA SPECIES AND VEGETATION COMMUNITIES
To mitigate against the impact of clearing 2,900m2 of native vegetation, the vegetation to be retained will
have a rehabilitation program enacted to remove weed invasion and improve the ecological resilience of
the vegetation within the site. The following recommendations are provided to reduce environmental
impacts associated with the proposed development and to achieve compliance with the Biodiversity,
Waterways And Wetlands Overlay Code:
Protection of adjacent vegetation
The balance of vegetation within the site is to be retained and impacts avoided as a result of the proposed
clearing by the following:
     All trees within the area to be cleared are to be felled into adjacent areas proposed to be cleared
         or already cleared areas.
     No vegetation is to be felled into adjacent areas of forest to be retained.
     Appropriate measures are to be taken to mitigate disturbance of adjacent areas of vegetation by
         machinery (e.g. installation of temporary exclusion fencing).
Erosion and sediment control
     Appropriate erosion and sediment control measures be employed during site clearing and
         earthworks to mitigate site risk
     Control measures to be maintained for the duration of construction works.
Property maintenance
     Weeds are to be managed to prevent spread during construction works.

6.3     FAUNA SPECIES
The impact of the development to fauna is proposed to be mitigated/minimised by engagement of a
suitably qualified fauna spotter/catcher during vegetation clearing works and enacting an ecological
rehabilitation program within the retained vegetation to enhance habitat quality and complexity.
Appropriate erosion and sediment control measures will be implemented during construction and
vegetation clearing stages of the development to limit sedimentation impacts to adjoining waterways.




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7.0     LEGISLATIVE COMPLIANCE
7.1     NOOSA PLAN 2020 - BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY
Approximately 1,830m2 of assessable vegetation clearing is required within an area mapped under the
Noosa Plan 2020 – Biodiversity, Waterways and Wetlands Overlay as containing an Area of Biodiversity
Significance and MSES Environmental Values. The application therefore triggers assessment against
Council’s Biodiversity, Waterways and Wetlands Overlay Code 8.2.2.3. Table 2 describes the proposal’s
potential compliance with each of the Performance Outcomes and associated Acceptable Outcomes of
Code 8.2.2.3.




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Table 2 – CODE 8.2.2.3 - CRITERIA FOR ASSESSABLE DEVELOPMENT
 PERFORMANCE OUTCOMES                           ACCEPTABLE OUTCOMES                                             PROPOSAL COMPLIANCE SUMMARY
 Ecologically Important Areas
 PO1                                            AO1.1                                                           AO1.1
 Development is sited and designed to protect   Ecologically important areas are conserved or improved to       The cleared areas within the site are constrained
 the physical and ecological integrity and      ensure their ongoing contribution to the natural resources      by flood prone areas. The only areas within the site
 biodiversity of ecologically important areas   and biological diversity of Noosa Shire.                        that are located outside of the flood prone area are
 through protection of:                                                                                         considered to be ecologically important areas.
     a) existing habitat areas and ecological   AND                                                             Insufficient cleared area is available within the site
         linkages; and                                                                                          to locate a dwelling and provide a suitable bushfire
     b) existing      riparian    vegetation,   AO1.2                                                           safety setback without clearing vegetation. The
         waterways and wetland habitat          Buildings, structures and associated works are located          applicant has reduced the extent of clearing as far
         values                                 within existing cleared areas or areas of lowest ecological     as possible to that required to facilitate a BAL 29
                                                value.                                                          construction standard under AS3959 and meet the
                                                                                                                requirements of Assessment Benchmark 4 of the
                                                AND                                                             State Planning Policy for Bushfire. The remaining
                                                                                                                ecologically important area is to be retained and a
                                                AO1.3                                                           weed management program enacted to maintain
                                                Where constructing a dwelling house or community                the ongoing contribution to the natural resources
                                                residence, buildings and associated structures are not          and biological diversity of Noosa Shire
                                                located on land identified as an area of biodiversity
                                                significance on a Biodiversity, Waterways and Wetlands          AO1.2
                                                Overlay Map.                                                    The proposed dwelling has been located on the
                                                or                                                              edge of a larger unit of vegetation which is to be
                                                Clearing vegetation (other than for a driveway access) does     retained, therefore the vegetation to be cleared
                                                not extend beyond—                                              represents the area of lowest ecological value in
                                                     30 metres of a habitable building or 10 metres of a       the site.
                                                         class 10 structure on lots greater than 10 hectares;
                                                         or                                                     AO1.3
                                                     10 metres of a habitable building or class 10             The proposed clearing for the building envelope
                                                         structure on lots 10 hectares or less but more than    has been prescribed with reference to AS3959
                                                         3,000m2; or                                            (Construction of Buildings in a Bushfire Prone
                                                     3 metres of a habitable building or class 10 structure    Area) and Assessment Benchmark 4 of the State
                                                         on lots 3,000m2 or less.                               Planning Policy for Bushfire which prescribes an
                                                                                                                equivalent BAL 29 setback (refer to Bushfire
                                                AND                                                             Assessment Report submitted concurrently with
                                                                                                                this application). The 10m setback prescribed in


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                                             AO1.4                                                        AO1.3 is not considered sufficient to provide a
                                             Clearing of vegetation for a boundary fence does not         suitable bushfire safety setback and would require
                                             extend beyond 5 metres either side of the fence.             a highly undesirable BAL FZ construction
                                                                                                          standard.


                                                                                                          A01.4 N/A – No clearing for boundary fences is
                                                                                                          proposed.




Reconfiguring of a lot
PO2                                          AO2                                                          A02 N/A - The application is          not   for   a
New lots are only created if they maintain   Where clearing vegetation for the purpose of Reconfiguring   Reconfiguration of a Lot
ecological linkages and minimise the         a Lot—
clearing of vegetation.

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                                                       a) new boundaries to lots do not transect and
                                                          fragment existing native vegetation;
                                                       b) new lots are created to allow for suitable building
                                                          envelopes for future buildings and works to be
                                                          located within existing cleared areas or areas of
                                                          low ecological value;
                                                       c) building envelopes are designated for each lot;
                                                          and
                                                       d) ecological linkages and ecologically important
                                                          areas are secured by environmental covenant or
                                                          transferred to public ownership or through gazettal
                                                          of a nature reserve.
Management of Impacts
PO3                                                AO3.1                                                        AO3.1 – Clearing of vegetation cannot be
Development is designed and sited to               Where clearing of vegetation cannot be practicably           practicably avoided however has been minimised
manage adverse impacts on ecologically             avoided, the development:                                    to that required to comply with the bushfire
important areas by:                                    a) ensures the design and siting limits the loss of      requirements. The development:
a) minimising the total footprint within which            vegetation to the smallest extent possible;           a) locates the building envelope on the edge of the
all activities, buildings, structures driveways        b) protects and retains ecological values and            vegetation unit and has minimised clearing to that
and other works are contained;                            ecosystem processes to the greatest extent            required to comply with bushfire requirements.
b) locating development in existing cleared               possible within and adjacent to the site;             There is no alternative site to locate the dwelling
areas or areas of low ecological value over            c) provides measures to allow for safe movement of       which would reduce the amount of vegetation
other areas to the greatest extent possible;              fauna through the site; and                           required to be cleared.
and                                                    d) provides suitable habitat replacement and             b) The ecologically important areas within the site
c) incorporating siting and design measures               replanting in accordance with PSP3 Ecological         have been protected and retained to the greatest
to protect and retain ecological values and               Assessment Guidelines.                                extent possible within and adjacent to the site
ecosystem processes within or adjacent to                                                                       c) The proposed development involves removal of
the development site; and                                                                                       approximately 2,900m2 of edge-based vegetation
d) where adverse impacts have been                                                                              and retains >3ha of fauna habitat with direct
minimised, any residual impacts on                                                                              connectivity to offsite vegetation. The proposed
ecological values are compensated for                                                                           development will not unacceptably impact or
through suitable habitat replacement and                                                                        impede fauna movement through the site.
replanting on site in the first instance or in a                                                                d) There is no suitable area within the allotment to
way that results in a net gain and                 AO3.2                                                        provide suitable habitat replacement and
enhancement of the overall habitat values of       Habitat trees, recruitment habitat trees, and roosting,      replanting.    The applicant proposes a weed
Noosa Shire.                                       breeding and feeding areas are protected for native fauna    management program is enacted within the
                                                   habitat.                                                     retained vegetation to improve habitat values
                                                                                                                within the site. This will predominantly involve the



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                                                                                                               removal of the invasive weed species Lantana
                                                                                                               camara (lantana).

                                                                                                               AO3.2 – No significant habitat trees for native
                                                                                                               fauna were identified within the proposed clearing
                                                                                                               area.
PO4                                             AO4.1                                                          AO4.1 - The protection measures listed in AO4.1
Development provides for effective              Vegetation is protected from disturbance or damage from        can be conditioned by Council within the
measures during construction and operation      construction and operation activities by:                      Development Approval.
to protect ecological values including:            a) clearly marking trees to be retained with flagging
a) avoiding disturbance to or clearing of               tape;
vegetation in and within the vicinity of the       b) installing protective fencing around the dripline of
site;                                                   the vegetation and avoid filling and excavating in
b) managing habitat disturbance and                     these fenced areas;
physical harm to fauna from noise, vibration,      c) ensuring stockpiling, storage and vehicle parking
dust, light, dewatering or excavating; and              occurs outside the identified vegetation areas; and    AO4.2 – N/A.
c) avoiding clearing in areas where erosion        d) using low impact construction techniques around
or slippage could occur.                                vegetation.

                                                AO4.2                                                          AO4.3 - Lighting associated with development can
                                                Vegetation which is capable of forming or contributing to a    comply with AO4.3 a) and can be conditioned with
                                                buffer between different land uses or a buffer against         an approval.
                                                pollution, light spillage or noise is retained.
                                                                                                               b) N/A
                                                AO4.3
                                                Lighting associated with development:
                                                    a) does not contribute an unacceptable level of            AO4.4 – The area proposed for clearing is on a
                                                        illuminance (greater than 1 lux) for light sensitive   gentle slope of approximately 1 degree.
                                                        species within or at the boundary of an ecologically   Appropriate temporary sediment and erosion
                                                        important area; and                                    control measures are to be installed and
                                                    b) does not contribute to an unacceptable level of         maintained once vegetation clearing has been
                                                        illuminance on landward horizons along coastal         undertaken. The erosion control measures are to
                                                        areas and known marine turtle nesting beaches.         be retained in place until such a time as grass has
                                                                                                               established.
                                                AO4.4
                                                Clearing of vegetation does not involve clearing that may
                                                cause or contribute to hillslope erosion, bank erosion, or
                                                slippage.
Connectivity

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PO5                                           AO5                                                           The development does not propose any significant
Development is designed and operated to       Development is designed and operated to maintain              volume of vegetation clearing. The small amount of
maintain and enhance connectivity between     ecological linkages and maximise opportunity for              vegetation impacted is considered minor in the
and across ecologically important areas and   connectivity and the movement of fauna by:                    context of the retained extent of vegetation within
connecting habitat and support unimpeded          a) ensuring protection of wildlife refuges;               the site and the surrounding landscape. The
and safe movement of terrestrial and              b) maintaining vegetation in patches of the greatest      development will only impact edge-based
aquatic fauna.                                        possible size and within the smallest possible        vegetation and will maintain connectivity between
                                                      edge-to-area ratio;                                   and across ecologically important areas and
                                                  c) enhancing connectivity through planting and            connecting habitat and support unimpeded and
                                                      rehabilitation works, including across property       safe movement of terrestrial and aquatic fauna.
                                                      boundaries, to areas of national park, state forest
                                                      or reserve;
                                                  d) avoiding the creation of physical barriers and
                                                      safety hazards (such as roads, pedestrian access
                                                      and instream structures) along and within the
                                                      ecological linkage;
                                                  e) providing mitigation measures such as wildlife
                                                      movement infrastructure, fauna exclusion and
                                                      directional fencing, underpasses/overpasses and
                                                      traffic calming devices, signage and lighting; and
                                                  f) where offsets are necessary, delivering offsets that
                                                      support and enhance ecological linkages.
Waterways and Wetlands
PO6                                           AO6.1                                                         AO6.1 N/A The development does not represent
The biodiversity and ecosystem values of      Development and clearing of vegetation does not occur         potential to clear vegetation within the following:
waterways, drainage lines, wetlands and       within:                                                           a) a riparian buffer area;
adjacent riparian zones are protected by:         a) a riparian buffer area;                                    b) a wetland area; or
    a) avoiding any new development in a          b) a wetland area; or                                         c) 10 metres either side of the centre line of
       riparian buffer area and wetland           c) 10 metres either side of the centre line of other              other waterways identified on a
       area;                                          waterways identified on a Biodiversity, Waterways             Biodiversity, Waterways and Wetlands
    b) retaining aquatic and terrestrial              and Wetlands Overlay Map.                                     Overlay Map.
       habitat in riparian zones;
    c) maintaining and enhancing wildlife     AO6.2
       corridors and connectivity along       Development provides for the rehabilitation of land within:   AO6.2 – N/A
       watercourses and drainage lines for       a) a riparian buffer area;
       native fauna movement;                    b) a wetland area; and
    d) avoiding edge effects and damage          c) 10 metres either side of the centre line of any other
       from adjacent land uses;                      waterway identified on a Biodiversity, Waterways
                                                     and Wetlands Overlay Map.

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    e) maintaining stream integrity and
       bank stability by minimising bank
       erosion and slumping;                 AO6.3                                                       AO6.3 N/A. No public recreational facilities are
    f) maintaining water quality through     Recreational facilities (e.g. playgrounds, pergolas,        proposed.
       filtering sediments, nutrients and    barbeques) are setback a minimum of 10 metres from the
       other pollutants; and                 top of the bank of a waterway.
    g) removing pest species and
       replacing them with local native      Editor’s Note—Setbacks to waterways for certain uses and
       species.                              works are also specified in the relevant codes.

                                             Editor's Note—Wetland areas are identified on the
                                             Queensland Wetland Program mapping

                                             Editor’s Note – Any clearing of vegetation also needs to
                                             meet the outcomes of the Earthworks Code and the Water
                                             Quality and Drainage Code.
PO7                                          No acceptable outcome provided.                             N/A
Vegetation within 400 metres of the full
ponded water within Lake Macdonald is
retained.
PO8                                          AO8.1                                                       N/A
Development on land adjacent to a            Development adjacent to a waterway or wetland provides
waterway or wetland maintains appropriate    that:
extent of public access to waterways and         a) no new lots directly back onto a riparian buffer
wetlands and minimises edge effects.                area; and
                                                 b) new public roads are located between a riparian
                                                    buffer area or riparian zone and the proposed
                                                    development area.
Surface and ground water hydrology
PO9                                          AO9.1                                                       The development is not proposing activities which
Development ensures that the natural         Development does not impact on the natural surface water    are likely to affect natural surface water or
surface water and ground water hydrologic    or groundwater hydrologic regimes and this is facilitated   groundwater hydrologic regimes.
regimes of waterways, wetlands and           by:
hydrologically-sensitive plant communities       a) avoiding or minimising channelization, redirection
are not adversely impacted.                          or interruption of flow;
                                                 b) avoiding groundwater extraction;
Editor's Note—Groundwater dependent              c) maintaining groundwater recharge and discharge
ecosystems are identified on Queensland              processes;
Government Wetland Info mapping.                 d) maintaining natural groundwater fluctuations;

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                                                 e) avoiding causing ingress of saline water into
                                                    freshwater aquifers of wetlands; and
                                                 f) avoiding contaminants entering groundwater (e.g.
                                                    from runoff, effluent disposal).
Rehabilitation of ecologically important areas
PO10                                        AO10.1                                                         AO10.1 - Site landscaping and ecological
Development provides for ecologically       Landscaping and rehabilitation complements and supports        rehabilitation are proposed to comply with AO10.1
important areas to be restored and          ecologically important areas by:                               and can be conditioned by Council.
enhanced through:                               a) utilising local native species;
   a) designing landscaped areas to             b) utilising suitable plant species identified in PSP2
       complement and enhance existing              Landscaping;
       vegetation and ecological linkages;      c) restoring degraded ecosystems to achieve a
   b) removing species likely to displace           functional ecosystem state that requires minimal
       native flora species or degrade              human intervention;
       fauna habitat;                           d) replicating adjacent remnant habitats of the same
   c) replanting and rehabilitating                 type, including the understorey vegetation;
       degraded habitat;                        e) creating or enhancing linkages between existing
   d) replacing any vegetation removed              habitats;
       with suitable local native species;      f) avoiding the use of pest plant species listed in
   e) providing for fauna habitat; and              PSP2 - Landscaping;
   f) avoiding the planting of pest plant       g) planting riparian zones to filter stormwater run-off,   AO10.2 – Insufficient cleared and unencumbered
       species.                                     stabilise soil and provide for wildlife habitat; and   land is available within the site to enable any
                                                h) providing ground and arboreal structures for fauna,     replacement planting to be accommodated.
                                                    which may include ground depressions, rocks,           Therefore, a weed management program is
                                                    hollows, nesting boxes and in-stream habitat.          proposed to enhance the ecological value of the
                                                                                                           vegetation to be retained. The weed program is
                                             AO10.2                                                        anticipated to predominantly comprise removal of
                                             Vegetation cleared is replaced with:                          Lantana camara (Lantana).
                                                a) plantings of equivalent area that replicate the
                                                     floristic structure of the vegetation removed; or
                                                b) where this is not possible due to the characteristics
                                                     of the site and the development, plantings twice
                                                     the number of the removed trees and plants.

                                             Editor’s Note — Revegetation and rehabilitation works are
                                             to be carried out in accordance with an approved
                                             Revegetation and Rehabilitation Management Plan, as
                                             referred to in PSP3 Ecological assessment guidelines.
Koala habitat protection and enhancement

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PO11                                             AO11.1                                                         AO11.1 – The development is located within an
Development is designed, constructed and         Development design complies with the Koala Sensitive           area of mapped koala habitat and retains the
operated to—                                     Design Guideline: A guide to koala sensitive design            majority of koala habitat within the site within one
   a) protect and enhance koalas and             measures for planning and development activities               contiguous unit. The development does not
       koala habitat and avoid adverse                                                                          generate unacceptable impact on existing koala
       impacts;                                                                                                 movement opportunities through the site and
   b) provide measures to assist the                                                                            between patches of offsite suitable koala habitat.
       survival of koala populations in the      AO11.2
       area to mitigate any potential            Development incorporates revegetation and landscaping
       threats or risk to koalas;                that provides food, shelter and movement opportunities for
   c) provide for safe and appropriate           koalas                                                         AO11.2 – Insufficient cleared and unencumbered
       koala movement across the                                                                                land is available within the site to enable any
       landscape; and                            AO11.3                                                         replacement planting of koala habitat to be
   d) provide for a net gain in mature and       Development is designed to maximise and enhance                accommodated. Therefore, a weed management
       actively regenerating koala habitat.      connectivity between koala habitat trees and ensure safe       program is proposed to enhance the ecological
                                                 koala movement.                                                value of the vegetation to be retained. The weed
Editor's Note—Koala habitat mapping is in                                                                       program is anticipated to predominantly comprise
Schedule 2 Mapping.                              AO11.4                                                         removal of Lantana camara (Lantana).
                                                 During construction, measures are incorporated to not
Editor's Note—The Planning Regulation            increase the risk of death or injury to koalas, by including
2017, schedule 10 states that development        koala movement measures, as defined in the Planning
that interferes with koala habitat, in an area   Regulation 2017                                                AO11.3 – Development has been located on the
that is both a koala priority area and a koala                                                                  edge of the site with any available koala movement
habitat area, is prohibited development                                                                         opportunities to be maintained via retention of
(subject to the exceptions stated in                                                                            existing vegetated areas.
schedule 10 of the Planning Regulation
2017).                                                                                                          AO11.4 - A fauna spotter/catcher is recommended
                                                                                                                to be present during any future clearing activities to
Editor's Note- These performance                                                                                satisfy the duty of care requirements under the
outcomes and acceptable outcomes apply                                                                          Nature Conservation (Animals) Regulation 2020.
to:                                                                                                             Clearing is also required to be undertaken as per
                                                                                                                the sequential clearing requirements for Koala
a) development on land in a koala priority                                                                      District A as set out in the Nature Conservation
area, where the development does not                                                                            (Koala) Conservation Plan 2017.Compliance with
interfere with koala habitat and where the                                                                      AO11.4 can be set as a condition of approval
benchmarks are additional to and not
inconsistent with, the assessment
benchmarks stated in schedule 11, part 2 of
the Planning Regulations 2017; and


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b) development on land outside the koala
priority area, where the development does
not interfere with koala habitat in koala
habitat areas.

Bushfire Management
PO12                                            No acceptable outcome provided                          A Bushfire Hazard Assessment has been prepared
Bushfire management measures are                                                                        that incorporates the principles of PO12.
adopted based on ecological principles,
which:
    a) maintain and enhance biodiversity;
    b) minimise threat of fire to the natural
         environment, as well as life and
         property; and
    c) provide for effective use and
         maintenance of buildings and
         structures.
Editor's note—The performance outcome
applies to properties in bushfire hazard
areas and only where clearing is reasonably
necessary for the control of bushfire risk to
a building or structure. Bushfire hazard
areas are shown on Bushfire Hazard
Overlay maps in Schedule 2.
Scenic Amenity
PO13                                            AO13.1                                                  AO13.1 All vegetation is proposed to be retained
The scenic amenity and vegetated                Vegetation is retained:                                 as per AO13.1 (where applicable).
character of the landscape is protected by         a) on and within 30 metres of prominent ridgelines
retaining vegetation:                                   and on sloping sites;
    a) along and around watercourses and           b) in gullies;
         drainage lines;                           c) along watercourses and drainage lines;
    b) on steep slopes and ridgelines;             d) within 10 metres of the major road network; and
    c) along the major road network; and           e) along the front coastal dune system.
    d) that forms coastal vistas to and
         from beaches.




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7.2     NATURE CONSERVATION (KOALA) CONSERVATION PLAN AND SDAP STATE CODE 25 -
        DEVELOPMENT IN SOUTH EAST QUEENSLAND KOALA HABITAT AREAS
The South-East Queensland Koala Conservation Strategy Koala Habitat Values mapping identifies that the
site is located within a Koala Priority Area and contains Core Koala Habitat. Approximately 1,830m2 of
vegetation clearing is required within the mapped Core Koala Habitat area (above the 10m exempt
clearing around the allotment boundary).

Schedule 10, Part 10, Section 16A of the Planning Regulation 2017 states that development interfering
with koala habitat in a mapped Koala Priority Area and Koala Habitat Area is prohibited development
unless the works are considered exempted development. Schedule 24 of the Planning Regulation defines
exempted development to include (n) development that is or involves operational work that is the clearing
of native vegetation in a koala habitat area if the clearing (vii) is necessary for essential management and
is qualifying clearing.

Schedule 24 of the Planning Regulation defines essential management to include clearing native
vegetation:
(a) for establishing or maintaining a necessary firebreak to protect infrastructure, other than a fence, road
or vehicular track, if the maximum width of the firebreak is equal to 1.5 times the height of the tallest
vegetation next to the infrastructure, or 20m, whichever is the wider.
(b) for establishing a necessary fire management line, if the maximum width of the clearing for the fire
management line is 10m.

Advice has been received from SARA on several occasions that if the vegetation clearing is restricted to
that which is required to facilitate a reasonable bushfire safety setback as determined by the specialist
bushfire report, the project can be undertaken as exempted development for fire management.

For item (n)(vii) of the exempted development definition to apply, the firebreak could only be that which
is necessary (as provided by a bushfire specialist) and could not exceed a maximum width of 20m or 1.5
times the height of the tallest tree adjacent to the proposed dwelling, whichever is greater. The necessity
of a firebreak must be based on the advice of a suitably qualified person (e.g. a bushfire management
specialist) following an assessment of the site in accordance with relevant standards and guidelines.

In this instance, a bushfire hazard assessment has been prepared which requires that approximately
2,900m2 of native vegetation containing core koala habitat is necessary to be cleared to provide a
firebreak/ asset protection zone around the proposed dwelling. Therefore, if the application for the
dwelling house were to be approved, the future exempted clearing associated with the dwelling would
be limited to the area required to maintain the prescribed 26m wide Asset Protection Zone. The proposed
clearing extent complies with the above requirements, and therefore the clearing of native vegetation in
a koala habitat area is considered exempted development.




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7.3     VEGETATION MANAGEMENT ACT AND SDAP STATE CODE 16 - NATIVE VEGETATION CLEARING
Approximately 1,830m2 of mapped of concern RE 12.9-10.1 is required to be cleared to accommodate the
proposed dwelling and associated Asset Protection Zone (above the 10m exempt clearing around the
allotment boundary). Clearing of native vegetation on freehold land is exempt clearing works where it is
for residential clearing as per Schedule 21, Part 2, Section 2(b) of the Planning Regulation 2017. In this
regard, referral to the State Assessment and Referral Agency (SARA) is not required for assessment against
State Code 16 for clearing native vegetation.

7.4     NATURE CONSERVATION ACT
7.4.1   FLORA

The Protected Plants Flora Survey Trigger Map identifies that the vegetated areas within the site are
mapped as a high risk area under the Nature Conservation (Plants) Regulation 2020. Approximately
2,900m2 of vegetation mapped as a high risk area is proposed to be cleared. The flora survey carried out
in August 2021 was undertaken in general accordance with the flora survey guidelines and no
conservation significant flora species were identified during the site survey. The applicant is required
under the Nature Conservation Act 1992 to undertake a formal flora survey and submit a Flora Survey
Report and Exempt Clearing Notification to DES prior to any vegetation removal within the site. Note that
the survey results are only valid for twelve months after the date the survey was undertaken and clearing
must be undertaken within this time frame to avoid the need for an additional flora survey.
7.4.2   FAUNA

A fauna spotter/catcher is recommended to be present during vegetation clearing to satisfy the duty of
care requirements under the Nature Conservation (Animals) Regulation 2020. Where active breeding
habitat for least concern native fauna is observed, the applicant will be required to comply with the
existing DES Species Management Program – low risk of impacts. Where active breeding habitat for
Conservation Significant fauna species is to be impacted, the applicant will be required to prepare and
submit a DES compliant Species Management Program – High risk of impacts for approval prior to
clearing/impact commencing.
7.5     COMMONWEALTH GOVERNMENT

No Matters of National Environmental Significance (MNES) were identified during the field investigation
undertaken within the site. Whilst a fauna survey has not been completed the results of the habitat
assessment infers that the threatened fauna species identified in the Protected Matters Search Report
have a low potential to occur within the site due to the limited amount of suitable habitat and/or a lack
of existing records in the locality. Furthermore, the extent of habitat disturbance is unlikely to result in a
significant impact to any populations of the listed EPBC fauna species hence a referral to the
Commonwealth government under the EPBC Act is deemed unnecessary.




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8.0     CONCLUSION
An ecological assessment has been undertaken in general accordance with Noosa Plan 2020 - Planning
Scheme Policy - Ecological Assessment Guidelines (PSP3) to determine the environmental values present
within Lot 4 on RP213871 located at 797 Ringtail Creek Road, Pomona. The outcomes of the assessment
identified the following:
      The proposed dwelling requires the clearing of approximately 2,900m2 of Tall open Eucalypt forest
       over vineforest to locate the dwelling and provide a suitable asset protection zone to mitigate
       against bushfire impacts.
      No conservation significant flora species listed under the NC Act or the EPBC Act were observed
       within the site.
      No conservation significant fauna species were incidentally observed during the site investigation.
       The habitat within the site is considered suitable to support the following conservation significant
       fauna species:
                o Hirundapus caudacutus (white-throated needletail) – general habitat is present within
                    the site
                o Phascolarctos cinereus (koala) – habitat within the Eucalypt forest
      Approximately 3ha of vegetation within the site is proposed to be retained and rehabilitated.
The application has been assessed against relevant legislative requirements and assessment frameworks.
The legislative compliance is summarised below:
      Noosa Plan 2020, Code 8.2.2.3 Biodiversity, Waterways and Wetlands – Compliant subject to
       Council acceptance of the measures proposed to mitigate the assessable clearing of 1,830m2 of
       vegetation mapped as an Area of Biodiversity Significance and containing MSES Environmental
       Values.
      Nature Conservation (Koala) Conservation Plan 2017 and State Code 25 Development in South East
       Queensland Koala Habitat Areas – The application is considered exempted development.
      Vegetation Management Act 1999 and State Code 16 Native Vegetation Clearing –The proposed
       clearing is residential clearing therefore referral to SARA for assessment against SDAP State Code
       16 - Native Vegetation Clearing is not required.
      Nature Conservation Act 1992 – The applicant is required to undertake a formal flora survey and
       submit a Flora Survey Report and Exempt Clearing Notification to DES prior to any vegetation
       removal within the site. A fauna spotter/catcher is recommended to be present during vegetation
       clearing.
      Environment Protection and Biodiversity Conservation Act 1999 – Generally compliant. No
       threatened flora species or threatened ecologically communities present. The limited amount of
       clearing proposed is considered unlikely to trigger a significant impact to any potential matters of
       national environmental significance if present within the site.




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Page 34

9.0     REFERENCES
Department of Agriculture, Water and the Environment (DAWE), 2021a. Species Profile and Threats
Database - Hirundapus caudacutus — White-throated Needletail. Available from
https://www.environment.gov.au/cgi-bin/sprat/public/publicspecies.pl?taxon_id=942

Department of Agriculture, Water and the Environment (DAWE), 2021b. Species Profile and Threats
Database – Mixophyes iteratus — Giant Barred Frog. Available from
http://www.environment.gov.au/cgi-bin/sprat/public/publicspecies.pl?taxon_id=1944

Department of Agriculture, Water and the Environment (DAWE), 2021c. Species Profile and Threats
Database - Phascolarctos cinereus (combined populations of Qld, NSW and the ACT) — Koala (combined
populations of Queensland, New South Wales and the Australian Capital Territory). Available from
http://www.environment.gov.au/cgi-bin/sprat/public/publicspecies.pl?taxon_id=85104

Department of Environment and Science (2020) Flora Survey Guidelines – Protected Plants. Wildlife and
Threatened Species Operations, Department of Environment and Science, Brisbane.

Neldner, V.J., Wilson, B.A., Dillewaard, H.A., Ryan, T.S., Butler, D.W., McDonald, W.J.F, Addicott,
E.P. and Appelman, C.N. (2020) Methodology for survey and mapping of regional ecosystems and
vegetation communities in Queensland. Version 5.1. Updated March 2020. Queensland Herbarium,
Queensland Department of Environment and Science, Brisbane.

Noosa Council, 2020. The Noosa Plan 2020, Overlay Code 8.2.2 Biodiversity, Waterways and Wetlands
Overlay Code.

Rowland, J. 2013a. Tusked frog, Adelotus brevis. Targeted species survey guidelines. Queensland
Herbarium, Department of Environment and Science, Brisbane.

Rowland, J. 2013b. Cascade treefrog, Litoria pearsoniana. Targeted species survey guidelines.
Queensland Herbarium, Department of Environment and Science, Brisbane.




October 2021                         ECOLOGICAL ASSESSMENT REPORT                                 Page: 30
                                      797 Ringtail Creek Road, Pomona

Page 35

APPENDIX A – BUILDING PLANS




October 2021       ECOLOGICAL ASSESSMENT REPORT       Page: 31
                    797 Ringtail Creek Road, Pomona

Page 36

                                                                             RINGTAIL CREEK RO
                                                                                              AD
                                                                                                            92° 20' 20"
                                                                                                                                                                                                                                                                                       SHEET NUMBER SHEET TITLE
                                                                                                           210.790 m
                                                                                                                                                                                                                                                                                             1         Site plan
                                                                   Exis ti
                                                                                                                                                                                                                                                                                             2        Floor Plan
                                                                             ng P ro
                                                                                       perty
                                                                                             M   aintain
                                                                                                        ce T r
                                                                                                                                                                                                                                                                                             3        Elevations
                                                                                                                 ack
                                                                                                                                                                                                                                                                                             4        Section A
                                                                                                                                                                                                                                                                                             5      Subfloor Layout
                                                                                                                                                                                                                                                                                             6      Bracing Layout
                             347° 26
                    129.20




                                                                                                                                                                                                                                                                                             7      Bracing Details
                                    ' 00"
                      0m




                                                                                                                                                                                                                                                                                             8           Notes




                                                                                                                              Existing Shed
                                                                                                                                                                                                                                                                                             9        Work Place
                                                                                                                                                                                                                                                                                                    Health & Safety
                                                                                                                                                                                                                                                                                                         Notes




                                                                                                                                                                                                    Existin
                                                                                                                                                                                                           g Pro




                                                                                                                                                                                                                                           166° 5
                                                                                                                                                                                                                                  196.49
                                                                                                                                                                                                          pert y M




                                                                                                                                                                                                                                             4' 00"
                                                                                                                                                                                                              aintain


                                                                                                                                                                                                                                    0m
                                                                                                                                                                                                                      ce Tr a
                                                                                                                                                                                                                             ck
                                                              268° 00' 00"

                                                               96.800 m                                                                                                              Extent of Vegetation Clearing
                                                                                                                                                                                     Approx. 2900 m²




                                                                                                                                                                                                                                                Min
                                                                                                                                               355° 55' 00"




                                                                                                                                                                                                                                                10 00 0
                                                                                                                          77.450 m




                                                                                                                                                                    NORTH                                                                                 Exempt Vegetation Clearing
                                                                                                                                                                                                                                                          1070 m²

                                                                                                                                                                                                                                                          Proposed
                                                                                                                                                                                                                                                          Dwelling

                                                                                                                                                                                                                                                                                              Structural Details supplied by Engineer take Precedence
                                                                                                                                                                                                                                                                                              over those on these plans or,
                                                                                                                                                                                                                                                                                              Plans Structural Elements shown to be confirmed




                                                                                                                                                                                                  20000
                                                                                                                                                                                                                                           45,000 L                                           by an RPEQ Certified Structural Engineer with
                                                                                                                                                                                                                                           Water tank
                                                                                                                                                                                                                                                                                              a Form 15 issued. Reinforced Concrete Slab & Footings
                                                                                                                                                                      270° 00' 30"                                                                                                            designed, then to be provided to Building Certifier

                                                                                                                                                                       124.790 m                                                                                                          Any Alterations to the design or substitution of structural members
  Real Property Description
                                                                                           Site Plan                                                                                                               Exempt Vegetation Clearing                                               from approved design plans with out the written consent from
     Lot No. 4 on RP. 213871
     Locality: Pomona
                                                                      1                      1 : 1000
                                                                                                                                                                                                                                                                                                       Steven Horn Accolade Building Designs
                                                                                                                                                                                                                                                                                                     will void any responsibilities we have for the
                                                                                                                                                                                                                                                                                                  structural integrity or performance of the building
     Address: 797 Ringtail Creek Rd.
     Site Area: 34073
                                                                                                                                                                                                                                                                                        THESE DRAWING ARE SUBJECT TO COPYRIGHT NO PART MAY BE
                                                                                                                                                                                                                                                                                       COPIED OR REPRODUCED OTHER THAN FOR THE PURPOSE OF THIS
                                                                                                                                                                                                                                                                                       CONSTRUCTION WITHOUT WRITTEN CONSENT FROM STEVEN HORN,
                                                                                                                                                                                                                                                                                                  ACCOLADE BUILDING DESIGN & DRAFTING
Client: Scott Stewart                        Address: 797 Ringtail Creek Rd. Pomona                                                           Noosa Shire Council                                                                                                    Mobile: 0407 693 018        Date     25/10/2021 7:43:16 AM
                                                                                                                                                                      ACCOLADE Building Designs                                                                                                  Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                     Site Area : 34073 m²                  Wind Classification N3                                                                       Proprietor: Steven Horn                                                        Email: [email protected]
                                                                                                                                                                                                                                                                                                                            Project Number                 0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                               QBSA Lic. 54806                                                               Issue Date:              25 - OCTOBER -2021                   Scale 1 : 1000 Sheet No. 1      of 9

Page 37

                                      600                                                                                                                                                                                            600
                                                                                                                               15360
                                                                  4680                                        3000                                                  4680                                            3000
                                                                                                                                                                                                                                                                                                                                                Door Schedule
                                            90                           70                     90                                     90                                                                90
                                                       2430                         2000                                                                            4500                                                                                                                             Mark Height Width         Comments              Location                       Lintel           Jamb Studs
                                                                                                                                                      70                3530                                                                                                                          D1      2100   4320          Bifolds              Kitchen                 Engineers details       Engineers
                                             750           1680                1250        750                                                                                                                                                                                                        D2      2100   1800        Alum Slider            Kitchen                  130x42 LVL 15              2
                                                                                                                                                                                                                    3/Jamb Studs to RB1                                                               D3      2040   820          External              Laundry                  90x45 MGP12                2
                                                                                                                                                                                                                                                                                                      D4      2100   3200       Alum Stacker             Bed 1                   200x42 LVL 15              3
      600




                                                  W6    Walls 2400 high                    W7                RB1                                                             W8                W9                    RB1                                                                                                                   Doors to Comply with Nominated BAL
                   90




                                                                                                                                                                                                                                                                       90

                                                                                                                                                                                                                                                                                100
                                                                                                                                                           WM
                         1000




                                                                                                                                                                   LT                                                                                                                                                                          Window Schedule




                                                                                                                                       D3
                                                            SHR                      WC                                                                                                        WC




                                                                                                                                                                                                                                             1650


                                                                                                                                                                                                                                                                    2000
                                                                                                                                                                                    720 C/S
                                       W5
                   70




                                                                                                                                                             Pantry/Laundry                    PWD
                                                                    VTY       EF
                                                                                                                                                                                                                                                                                                     Mark Height Width         Comments               Location                      Lintel           Jamb Studs
                         1500




                                                                                                                                                                                                B                                                                                                    W1       1800   1500    Alum Slider/Trans           Bed 1                  130x42 LVL15               2




                                                                                                                                                                                                                                                    600 350
                                                                                                                                                                   Shelves




                                                                                                                                                                                                                                                                           90
                                                                  ENS                                                                                                                                                                                                                                W2       1800   1500    Alum Slider/Trans           Bed 1                  130x42 LVL15               2
                                                                                                                                            720 C/S         REF                               OHC
                                                                                                                                                           Space                   RH                                                                                                                W3       1200   1800       Alum Slider              Bed 1                  130x42 LVL15               2
                   70




                                                                                                                                                                                   HP                                                                                                                W4       1200   1800       Alum Slider              WIR                    130x42 LVL15               2
                                600




                                                                                                                   Breezeway




                                                                                                                                                                                                                                                    1000
                                                                                                                                                             Kitchen              UBO




                                                                                                                                                                                                              W10
                                                                                                                                                                                                                                                                                                     W5       1200   1800       Alum Slider              ENS                    130x42 LVL15               2




                                                                                                                                                                                                                                                                    3030
                                                                  WIR                                                                                  Cabinets By Others                           KS
                         2100




                                                                                                                                                                                                                                                                                                     W6       1200   900        Alum Slider              ENS                    90x45 MGP12                2
                                900




                                                                                                                                  D2
                                       W4




                                                          Shelves Drawers Hanging
                                                                 By Others                                                                                                                                                                                                                           W7       1200   900        Alum Slider              ENS                    90x45 MGP12                2
            8590




                                                                                                                                                                                                                                                    900
                                                                                                                                                           Island Bench                                                                                                                              W8       1000   1500       Alum Slider             Laundry                 130x42 LVL15               2
                                600




                                                                                                                                                                                                                                                                                                     W9       900     600       Alum Slider             Powder                  90x45 MGP12                2
                   70




                                                                                                                                                                                                                                                    530


                                                                                                                                                                                                                                                                       10390


                                                                                                                                                                                                                                                                                      10590
                                                                                                                                                                                                                                                                          90
                                                                                                                                                                                                                                                                                                     W10      1000   1500       Alum Slider             Kitchen                 90x45 MGP12                2




                                                                                                                                                                                                                      Carport
                                                                                                                                                                        D1                                                                                                                                                                        Windows to Comply with Nominated BAL
                                                                                                                                                                                                                                                                                                                                                      Metal Screening to All windows
                                                                    CF                      S                                                                            CF
                                       W3




                                                                                                      D4
                         3600




                                                                                                                                                                                                                                                                    3290
                                                                   Bed 1




                                                                                                                                                                                                                                                    5190
                                                                                                                                                 Alfresco
                   90




                                                   W2                                 W1
                                                                                                                                                                                                                                                                                                     Legend
                                                                                                                                                                                                                                                                                              CF;      CEILING FAN
                         1900
            2000




                                                                                                                                                                                                                                                                    2000
                                                                   Deck Area                                                                                                                                                                                                                  EF;      EXHAUST FAN
                                                                                                                                                                                                                                                                                              WC;      TOILET
                                                                                    RB2                                                                                                 RB2




                                                                                                                                                                                                                                                              100



                                                                                                                                                                                                                                                                                100
                                                                                                                                                                                                                                                                                              VTY;     VAINTY
                   100




                                                                                                                                                                                                                                                                                              SHR;     SHOWER
      600




                                                                                                                                                                                                                                                                                              B;       HAND BASIN
                                                                                                                                                                                                                                                                                              REF;     REFRIDGERATOR
                                                                                                                                                                                                                                                                                              WM;      WASHING MACHINE
                                                                                                                                                                                                                                                                                              LT;      LAUNDRY TUB
                                                              A                                                                                                                                                                                                                               RH;      RANGE HOOD
                                                              4                                                                                                                                                                            FLOOR AREAS                                        HP;      HOT PLATES
                                                                                                                                                                                                                                                                                              UBO;     UNDER BENCH OVEN
                                                                                                                                                                                                                                           Living Areas:                   65.0 m²            KS;      KITCHEN SINK
                                                                                                                                                                                                                                           Deck Areas:                     65.9 m²            OHC;     OVER HEAD CUPBOARDS
                                             785                   2930                    785                                                                                                                                             Carport Area:                   31.8 m²            S        SMOKE DETECTORS

                                                                   4500                                                                                             4500
                                            90                                                   90                                    90                                                                90
                                                       2190                        2190                       3000                                    2190                          2190
                                            100                     100                          100                               100                                  100                         100




                                                                                                       Floor Plan
                                                                                          1                1 : 100


Client: Scott Stewart                                                     Address: 797 Ringtail Creek Rd. Pomona                                                                              Noosa Shire Council                                                                                                                  Mobile: 0407 693 018        Date     25/10/2021 7:43:17 AM
                                                                                                                                                                                                                                           ACCOLADE Building Designs                                                                                           Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                                                 Site Area : 34073 m²                                       Wind Classification N3                                                                                                           Proprietor: Steven Horn                                 Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                               Project Number                 0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                                                                                                    QBSA Lic. 54806                                        Issue Date:          25 - OCTOBER -2021                            Scale 1 : 100    Sheet No. 2   of 9

Page 38

                                                                                                                                                                                                                                                              Pitching Level
                                                                                                                                                                                                                                                                       2740
                        W5                  W4                     W3                                                                                                                                                        W10
                                                                                                                                                                                              D4
                                                                                                                                                                      Decks to be less than
                                                                                                                                                                     1000 mm above Ground                                                                     Ground Floor
                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                  Carport



                                           East Elevation
                                4            1 : 100                                                                                                                                                           West Elevation
                                                                                                                                                                                                   1           1 : 100
                                                   Door Schedule

           Mark Height Width      Comments             Location                       Lintel          Jamb Studs
            D1   2100    4320         Bifolds            Kitchen                  Engineers details     Engineers
            D2   2100    1800       Alum Slider          Kitchen                   130x42 LVL 15            2
            D3   2040    820         External            Laundry                   90x45 MGP12              2
            D4   2100    3200      Alum Stacker           Bed 1                    200x42 LVL 15            3




                                                  Window Schedule

           Mark Height Width      Comments              Location                      Lintel          Jamb Studs                                            W2                   W1
                                                                                                                                                                                                                                   D1
           W1    1800    1500   Alum Slider/Trans         Bed 1                   130x42 LVL15             2
           W2    1800    1500   Alum Slider/Trans         Bed 1                   130x42 LVL15             2                                                                                       Breezeway
           W3    1200    1800      Alum Slider            Bed 1                   130x42 LVL15             2
           W4    1200    1800      Alum Slider            WIR                     130x42 LVL15             2                                                                                                                                        Carport
           W5    1200    1800      Alum Slider            ENS                     130x42 LVL15             2
           W6    1200     900      Alum Slider            ENS                     90x45 MGP12              2
           W7    1200     900      Alum Slider            ENS                     90x45 MGP12              2
           W8    1000    1500      Alum Slider           Laundry                  130x42 LVL15             2
           W9
           W10
                 900
                 1000
                          600
                         1500
                                   Alum Slider
                                   Alum Slider
                                                         Powder
                                                         Kitchen
                                                                                  90x45 MGP12
                                                                                  90x45 MGP12
                                                                                                           2
                                                                                                           2                                                                                                     North Elevation
                                                                                                                                                                                                          3        1 : 100




                                                                                                           Breezeway
                                                                                                                            W7               W6                                         South Elevation
                                                                        Laundry
                                                                                                                                  ENS
                                                                                                                                                                            2             1 : 100
                                       Carport




Client: Scott Stewart                    Address: 797 Ringtail Creek Rd. Pomona                                        Noosa Shire Council                                                                       Mobile: 0407 693 018        Date     25/10/2021 7:43:18 AM
                                                                                                                                                  ACCOLADE Building Designs                                                                  Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                Site Area : 34073 m²                              Wind Classification N3                                       Proprietor: Steven Horn                             Email: [email protected]
                                                                                                                                                                                                                                                    Project Number                  0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                      QBSA Lic. 54806                                    Issue Date:       25 - OCTOBER -2021      Scale 1 : 100     Sheet No. 3   of 9

Page 39

    Notes for Construction & Maintenance of Timber Decks:

    Builder to adhere to BCA Part 3.10.6 & to Manufactures Engineers specifications or industry standards at all times &               Timber Queensland recommend that all timber has a moisture content of 15%
    Owners to follow manufactures details for maintenance & cleaning of deck                                                           Decking boards to be fixed with 2/nails or screws & staggered or offset along the joists. Holes at ends of boards to be
    All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if supported on bracket if in           drilled holes to be 80% of nail diameter & 12mm from ends of boards. Nails & screws to finish flush with top of boards (Not
    ground to be H5 Treated soft or hardwood.                                                                                          Punched). Nails or screws to be hot dipped galvanized or stainless steel. Stainless Steel to be used within 900 mm of
    Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of bracket in the concrete.                    pools
    Posts to have a Minimum 75 mm clearance from the base of the post to footing or slab & post to be 10 mm above cross                All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or Stainless Steel where
    member of bracket. End grain of post to be sealed prior to erecting.                                                               Construction within 2.0 km radius of open coastal areas
    Top of concrete pad footing to be mounded to fall away from support to prevent water from ponding                                  Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to 5 mm
    Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5 for in ground.                       (Check with supplier Gaps range with different Types of timbers)
    Joists as bearers depending on ground clearance. Joists to have Malthoid strip or an, approved proprietary joist protection        Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
    system, fixed to top of joists. Softwood & Engineered manufactured timbers bearers & joists to be H3 min treated at all            Recommend a light coloured sealer, with UV protection and a fungicide to be used
    times. Approved connectors be used for treated timbers & location.
    Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Especially where inspections            Maintenance & inspection of deck by Owner is to be carried out regularly
    are not possible deck is to close to ground or decking to be screwed in place to allow for easy removal to inspect sub-floor       Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps between decking boards
    for any issues                                                                                                                     clear of dirt & debris.
                                                                                                                                       Reseal decking boards when required by manufactures recommendations
                                                                                                                                       Inspect all connections for corrosion or movement regularly (Twice Yearly)
                                                                                                                                       Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent uneven weathering of the deck
                                                                               600                                                     Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design Guide                               600
                                                                                                                                       Available on line www.timber.net.au


                                                                                                                                                                                                                                                                                  Custom Orb Roof sheets
                                                                                                                                                                                                                                                                                  Fixed to Manufactures details for N3 Wind Classification
Approved type roof Trusses to Manufacturers @ 900 Ctrs                                                                                                 5°                                                                                                                         Approved type roof battens @ 900 Ctrs
30 mm Galv looped strap or 2/Framing anchors (Triple Grips                                                                                                                                                                                                                        Fixed to Manufacturers details for N3 Wind Classification
4/30 mm nails per leg)
                                                                                                                                                                                                                                                                                  Approved type metal gutter guard
                                                                                                                                                                                                                                                                                  as required by BAL



                                                                                                                                                                                                                                                                                  Colorbond metal Fascia & Gutter
RB1: Roof beam 2/M12 bolts to posts
Manufactured beams to be protected                                                                                                                                                                                                                                                Approved type 6 mm FC Sheet to Soffit
from weather as per Manufacturers details and BAL Requirements                                                                                                                                                                                                                    Top plates 2/90x45 MGP12


C2: Hardwood Timber Posts Approved type timber for BAL Rating




                                                                                                                                                                                                                        Ceiling Hgt 2700
                                                                                                                                                  W3                                                   W4                                        W5




                                                                                                                                                                                                                                                      2400
                                                                                                                                                                                                                                                                                  Tie-down 12 mm rods from subfloor to top plates
Hardwood Timber decking boards to joists                                                                                                                                                                                                                                          Studs 90x35 MGP 12 @ 450 Ctrs
Approved type timber for BAL Rating
                                                                                                                                                                                                                                                                                  Cladding to comply with BAL supplied by
                                                                                                                                                                                                                                                                                  an Approved Qualified person
J2: Hardwood Timber Joists @ 450 Ctrs 1/framing anchor 4/30 mm nails per leg
Joist protector strips to top of Joists Approved type timber for BAL Rating                                                                                                                                                                                                       Bottom Plates 90x45 MGP12

                                                                                                                                                                                                                                                                                  J1: Joists at 450 Ctrs 1/Framing anchor 4/30 mm nails peer leg
                                                                                                                                                                                                                                                                                  @ Joists under outer walls
                                                                                          Less than 1000




C2: Hardwood Timber Bearers Approved type timber for BAL Rating
2/M12 bolts to Posts
                                                                                                                                                                                                                                                                                  B1: Bearers 2/M12 bolts to C1




                                                                                                                                                                                             Min 400
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
                                                                                                                                                                                                                                                                                  C1: Galv SHS posts to Engineers details
N12 Cranked through support 1000 mm in length
                                                                                                                                                                                                                                                                                  Bitumen paint to Posts min top 200 mm in concrete
                                                                                                                                                                                                                                                                                  Concrete pad footings to Engineers details




                                                                                                                          Ground Under Floor & Decks to be have ALL vegetation removed and be Graded so Groundwater Does Not Pond Under Floors



                                                                                                                                                                          Section A
                                                                                                                                                               A            1 : 50
                                                                                                                                                                                                                                                                                                Engineers Details to Take
                                                                                                                                                                                                                                                                                                Precedence Over Shown Details

Client: Scott Stewart                                            Address: 797 Ringtail Creek Rd. Pomona                            Noosa Shire Council                                                                                                Mobile: 0407 693 018        Date     25/10/2021 7:43:19 AM
                                                                                                                                                                            ACCOLADE Building Designs                                                                             Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                                      Site Area : 34073 m²                          Wind Classification N3                                                     Proprietor: Steven Horn                                  Email: [email protected]
                                                                                                                                                                                                                                                                                                  Project Number                         0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                      QBSA Lic. 54806                                         Issue Date:           25 - OCTOBER -2021           Scale 1 : 50          Sheet No. 4          of 9

Page 40

                                                                            12360                                                                                                3000
                           75                75                       75                75                    75                                75                 75                   100
                                 2228                   2228                1463              1463                            2228                         2228                  2900


                                                                                                                                                                                                                      C1:    Galv. SHS posts 75x75x5 mm (to Engineers details)
                                                                                                                                                                                                                      C2:    Hwd Posts 100x100 F14 on Pryda PSQ600100/12
                                                                                                                                                                                                                      B1:    Bearers 170x58 Smart LVL 15 H3 Cont/span H3




                                                                                                                                                                                                                                                                                                       150 Min - finished ground
                      C1                C1                       C1                C1                    C1                                C1                     C1                    C2
                                                                                                                                                                                                                      B2:    Bearers 150x75 F14 H3 Cont/Span                                                                                              Joists




                                                                                                                                                                                                               100
         75




                                                                                                                                                                                                      75
                                                                                                                                                                                                                      J1:    Joists 130x42 Smart LVL 15 Cont/Span
                                             B1                                         B2                                                      B1                                                                    DJ1:   Double joists under Outer walls                                                                                    Bearers
                                                                                                                                                                                                                      J2:    Joists 125x50 Uns Hwd F14 Cont/span Single span for 2000 span
               2157




                                                                                                                                                                                               2157
                           DJ1




                                                                      DJ1




                                                                                                               DJ1




                                                                                                                                                                       DJ1
                                                                                         GS




                                                                                                                                                                                                                                                                                                                                                                      400

                                                                                                                                                                                                                                                                                                                                                                            Min
                                                                                                                                                                                                                      GS:    30 mm Gal Straps to joists Between 30°to 60°
                                                                                                                                                                                                                             1/50x3.15 mm hot-dipped Gal flat head deformed nail per joist
                      C1                C1                       C1                C1                    C1                                C1                     C1
         75




                                                                                                                                                                                                      75
                                             B1                                         B2                                                      B1




                                                                                                   J2
               2157




                                                   J1




                                                                                                                                                      J1




                                                                                                                                                                                               2918
                                                                                                                                                                                                                                                                                                                                                   2000
                      C1                C1                       C1                C1                         Dia
                                                                                                                 g   o na
         75




                                                                                                                            l 1
                                                                                                                                  86 5
                                             B1                                         B2               C1                            7   C1                     C1
 10590




                                                                                                                                                                                                          75
                                                                                                                                                                                                      10390
               2157




                                                                                                                                                B1




                                                                                                                                                                                               1395
                                                                               J2


                      C1                C1                       C1                C1                    C1                                C1                     C1                                                                                                                                                                      Subfloor Levels
                                                                                                                                                                                                                                                                                                                                     2
         75




                                                                                                                                                                                                      75
                                             B1                                         B2                                                      B2                                                                                                                                                                                        1 : 30
               1745




                                                                                                                                                                                               1745
                                                                                                                              GS
                      C1                C1                       C1                C1                    C1                                C1                     C1




                                                                                                                                                                                                      75
         75




                                             B1                                         B2                                                      B2
               1900




                                                                                                                                                                                               1900
                                                                                                   J2




                                   GS                     GS
                                                                                                                                                                                                                                                              M10 Bolts - 15kN
                      C2                      C2                       C2                    C2                 C2                                   C2                  C2             C2                                                                    M12 Bolts - 20kN
         100




                                                                                                                                                                                                               100
                                             B2                                         B2                                                      B2



                                                                                                                                                                                                                                                               Double joists or
                                                                                                                                                                                                                                                               450mm long full depth cleat
                                 2190                   2190                1450                  1450                            2190                     2190                                                                                                Nailed to joists with
                           100           100                      100               100                   100                               100                    100                                                                                         6/75x3.15mm nails


                                                                                                                                                                                                                               BRACING WALL TO FLOOR JOISTS
                                                  Sub-Floor Layout                                                                                                                                                           (WALL PERPENDICULAR TO TRUSSES)
                                    1              1 : 100
                                                                                                                                                                                                                                 2/ Framing anchors at
                                                                                                                                                                                                                                 Each end of blocking                  M10 Bolts - 15kN
                                                                                                                                                                                                                                 6/nails per face                      M12 Bolts - 20kN




                                                                                                                                                                                                                                 Solid packer plate to suit               100x50 F14 Hwd. or 120x45 MGP12
                                                                                                                                                                                                                                                                          blocking piece on edge



                                                                                                                                                                                                                                        BRACING WALL TO FLOOR JOISTS
                                                                                                                                                                                                                                         (WALL PARALLEL TO TRUSSES)

                                                                                                                                                                                                                             Bracing Wall - Floor Joists
                                                                                                                                                                                                                     3        1 : 30
Client: Scott Stewart                                          Address: 797 Ringtail Creek Rd. Pomona                                                                        Noosa Shire Council                                                                                                                        Mobile: 0407 693 018                Date      25/10/2021 7:43:19 AM
                                                                                                                                                                                                                     ACCOLADE Building Designs                                                                                                              Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                                   Site Area : 34073 m²                                                     Wind Classification N3                                                                    Proprietor: Steven Horn                                          Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                                                                                         0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                                                               QBCC Lic. 54806                                               Issue Date                           25 - OCTOBER -2021              Sheet No. 5     of   9

Page 41

                                                                                                       DIRECTION A
                                                                                                       Required 32.5 kN Supplied 33.9kN

                                                                       10.6 kN                                                                                10.6 kN
                                                                       1.8 (FC)                                                                               1.8 (FC)
                                                              W6                                  W7                        RB1                                           W8          W9                                    RB1
                                                                                                                                                                                                                                                                                                    Door Schedule




                                                                                                            0.9 (FC)
                                                                                                             5.3 kN




                                                                                                                                                         D3




                                                                                                                                                                                                       1.8 (FC)
                                                                                                                                                                                                                  10.6 kN
                                                                                                                                                                                                                                                             Mark Height Width     Comments             Location            Lintel          Jamb Studs
                                                        W5




                                                                                                                                                                                     5.3 kN                                                                   D1   2100   4320         Bifolds            Kitchen       Engineers details     Engineers
                                                                                                                                                                                                                                                              D2   2100   1800       Alum Slider          Kitchen        130x42 LVL 15            2




                                                                                                                                              1.8 (FC)
                                                                                                                                                                                     0.9 (FC)




                                                                                                                                    10.6 kN
                                                                                                                                                                                                                                                              D3   2040    820        External            Laundry        90x45 MGP12              2
                                                   0.9 (FC)
                                                    5.3 kN




                                                                                                                                                                                                                                                              D4   2100   3200      Alum Stacker           Bed 1         200x42 LVL 15            3
                Required 60.2 kN Supplied 60.3kN




                                                                                                                                                                                                 W10
                                                                                                                                                         D2
                                                        W4




                                                                                                               1.8 (FC)
                                                                                                                          10.6 kN




                                                                                                                                                                                                   1.2 (FC)
                                                                                                                                                                                                    6.3 kN
  DIRECTION A




                                                                                                                                                                                                                                                                                                   Window Schedule
                                                   0.9 (FC)
                                                    5.3 kN




                                                                                                                                                                                                                                                             Mark Height Width     Comments              Location           Lintel          Jamb Studs
                                                                                                                                                                         D1
                                                                                                                                                                                                                                                             W1    1800   1500   Alum Slider/Trans         Bed 1        130x42 LVL15             2
                                                                                                                                                                                                                                                             W2    1800   1500   Alum Slider/Trans         Bed 1        130x42 LVL15             2
                                                        W3




                                                                                                          D4




                                                                                                                             Roof Braced to Manufacturers details                                                                                            W3    1200   1800      Alum Slider            Bed 1        130x42 LVL15             2
                                                                                                                                                                                                                                                             W4    1200   1800      Alum Slider            WIR          130x42 LVL15             2
                                                                                                                                                                                                                                                             W5    1200   1800      Alum Slider            ENS          130x42 LVL15             2
                                                   1.2 (FC)
                                                    6.3 kN




                                                                                                                                                                                                                                                             W6    1200   900       Alum Slider            ENS          90x45 MGP12              2
                                                                                                                                                                                                                                                             W7    1200   900       Alum Slider            ENS          90x45 MGP12              2
                                                                                                                                                                                                                                                             W8    1000   1500      Alum Slider           Laundry       130x42 LVL15             2
                                                               W2                              W1                                                                                                                                                            W9    900     600      Alum Slider           Powder        90x45 MGP12              2
                                                                               1.4 (FC)
                                                                               7.4 kN                                                                                                                                                                        W10   1000   1500      Alum Slider           Kitchen       90x45 MGP12              2

                                                                                            RB2                                                                                RB2




                                                                                        Wind Bracing determined from AS1684.2 for N3 sites                                                        Roof Beams
                                                                                : 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners                                               RB1:              240x58 Smart LVL 15
                                                                                                                                                                                                RB2:              200x58 Smart LVL 15 Cont/Span
                                                                    1.0 (VB)       Denotes 6mm thick Villa board fixed to Manufactures detail
                                                                                   to supply 5.3 kN/m as per Hardies Bracing Manual




                                                                                                       Bracing Layout
                                                                                           1             1 : 100




Client: Scott Stewart                                                                   Address: 797 Ringtail Creek Rd. Pomona                                                       Noosa Shire Council                                                                                                   Mobile: 0407 693 018        Date     25/10/2021 7:43:20 AM
                                                                                                                                                                                                                                                  ACCOLADE Building Designs                                                            Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                                                             Site Area : 34073 m²                                                  Wind Classification N3                                                                      Proprietor: Steven Horn                       Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                          Project Number                 0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                                                                                      QBSA Lic. 54806                              Issue Date:      25 - OCTOBER -2021                   Scale 1 : 100    Sheet No. 6   of 9

Page 42

                                                                           50 mm max no Tie-down rods
                                                                            150mm max Top & Bottom
                                                                                                                                                                                                                                                                       UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
                                                                                                                                                                 Nail Centres:
                                                                                                                                                                 150mm top & bottom plates
                                                                                                                                                                 150mm Vertical edges
                                                                                                                                                                 200mm intermediate studs                                                                   Max 100 mm
                  M12 Rod through top plate
                                                                                                                                                                                                                                                                                                                                                     Uplift Capacity
                  to be placed at each end of wall &                                                                                                                                                            Bolt or Strap
                  between at Max 1800mm crs (UNO)                                                                                                                                                                                                                                                                                       Unseasoned Timber Seasoned Timber
                                                                                                                                                                                                                                                                                                                                        4/nails each end of strap M10 bolt to floor




                                                                                                                                                                                                                                           250
                                                                                                                                                                                                                                                                                                    Solid Nogging
                                                                                                                                                                                                                                                                                                                                         17     12      8.4       12        9.8        7.4
                                                                                                                                                                                                                                                                                 Lintel
                                                                                                                                                                                                                                                                                                                                        6/nails each end of strap M12 bolt to floor




                                                                                                                                                                                                                                           250
                          150mm
                                                                                                                                               12 mm Min
                                                                                                                                                                                                                                                                                                                                         17     17       12       17        14         10
                          100 mm max                                                                                                                                                                                                                                   30x0.8 G.I strap
                                                                                                                                                                                                                Studs as Nominated                                     No. of nails as per table
                          no Tie-down rods
                                                                                                                                                                                                                                                                                                                                    The top plate shall be fixed or tied to the lintel
                                                                                                                                                                                                                                                                                                                                    within 100 mm of each rafter/truss, or the
                                                                                                                                                                                                                                                                                                                                    rafter/truss fixed directly to the lintel with a fixing
                                                                                                                                                                                                                                                                                                                                    of equivalent tie-down strength to that required




                                                                                                                                                                                                                                                                    250
                                                                                                                                                                                                                Bolt to slab or floor frame                                           Opening                                       for the rafter/truss
                                 200mm


                                                                                                                      12 mm Min Top & Bottom
                                                                                                                                                                                                                                                 Max 100 mm
                                                                                                                                                                                                                                                                                                Tie-Down Requirement From AS 1684.2
                                                                                                                                                                                                                                                                                                           Table 9.20 (b)
                                                                                          Note: Where rod spacing's exceeds 1200mm,
                                                                                                 Provide M10 bolts to bottom plate,
                                                                                                      At Max 1200 mm enters
                                50mm


                                                          (a) Vertical          Hardies Hardieflex Sheet (Min 6 mm thick)
                                                                                To Supply 5.3kn/m on Timber Frames Tie-down rods


                                                                                                                                                                                                                                  Nailing plates or framing anchors (Legs not bent)
                                                                                                                                                                                                                                  to either end of Noggings 6/2.8 nails each leg
                                                                                                                                                                                                                                                                                                                                                              2/100 mm batten screws each side
                  Internal bracing wall                                                                                                                                                                                                                                                                                                                       Blocks to be on both side of
                                             Top plate                                        Ceiling battens fixed with                                   Battens fixed to bracing wall with                                                                                                                                                                 Rafter or Truss bottom chord
                                                                                              Min 1/3.05mm Ø nail                                                                                                                                                                                     Stud size shear blocks
                                                                                                                                                           2/3.05mm Ø nails per batten                                                                                     Min Stud Size Noggings     large enough to avoid splitting
                                                                                              either side of wall                                                                               Shear blocks nailed or bolted
                                                                                                                                                           Drill 13.5mm Ø hole into batten                                                                                 and Shear block
                                                                                                                                                                                                2/100 mm batten screws
                                                                                                                                                           to allow for truss deflection        each block

                                              30x0.8mm GI straps with
Stud                                          nails each end of strap as                                                                                                                                                                                                                                                                                                Rafter or Truss
                                              required per table                                                                                                          Rafter or Truss
                                                                                                                                                                                                Gap must be provided to                                                      Rafter or Truss                                                                            Gap must be provided to
                                              External wall                                                                                                                                     allow for truss deflection                                                                                                                                              allow for truss deflection
                                                                                              Provide clearance                                                                                                                                                              Bracing Wall                                                                               Bracing Wall
                                                                                              where roof is trussed

                                 Stud

                                                                                                                                                                                                            BRACING WALL TO CEILING DIAPHRAGM                                                           BRACING WALL TO CEILING DIAPHRAGM
  BRACING WALL TO EXTERNAL WALL                                                                                                    Bracing Wall                                                                (TRUSSES PARALLEL TO WALL)                                                                (TRUSSES PERPENDICULAR TO WALL)
                                                                                         BRACING WALL TO CEILING DIAPHRAGM
  CAPACITIES OF SHEAR BLOCKING                                                              (TRUSSES PARALLEL TO WALL)                                                                                        CAPACITIES OF SHEAR BLOCKING                                                                         CAPACITIES OF SHEAR BLOCKING
  No. of Straps            No. of Nails                  Capacity                                                                                                                                                    Fixing Method                                 Capacity                                              Fixing Method                                   Capacity
       1                  4/2.80mm Ø                          3.3kN                                                                                                                                                  6/3.05mm Ø Nails                            5.0kN/Batten                                            6/3.05mm Ø Nails                              5.0kN/Batten
                                                                                                CAPACITIES OF SHEAR BLOCKING
       1                  6/2.80mm Ø                          4.9kN                                                                                                                                                  6/3.33mm Ø Nails                            5.5kN/Batten                                            6/3.33mm Ø Nails                              5.5kN/Batten
                          4/2.80mm Ø                          6.6kN
                                                                                                        Fixing Method                               Capacity
       2                                                                                                                                                                                                             1/M12 Bolt                                  5.1kN/Batten                                            1/M12 Bolt                                    5.1kN/Batten
                                                                                                        2/3.05mm Ø Nails                           1.8kN/Batten
       2                  6/2.80mm Ø                          9.8kN                                                                                                                                                  2/Batten Screws                             6.9kN/Batten                                            2/Batten Screws                               6.9kN/Batten

Client: Scott Stewart                                          Address: 797 Ringtail Creek Rd. Pomona                                               Noosa Shire Council                                                                                                                Mobile: 0407 693 018        Date     25/10/2021 7:43:21 AM
                                                                                                                                                                                                ACCOLADE Building Designs                                                                                          Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                                   Site Area : 34073 m²                              Wind Classification N3                                                                         Proprietor: Steven Horn                                              Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                      Project Number                         0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                                           QBSA Lic. 54806                                                     Issue Date:           25 - OCTOBER -2021                              Scale 1 : 30          Sheet No. 7        of 9

Page 43

                              GENERAL SPECIFICATION                                                                                                                                        Construction Notes
     Written Dimensions take Precedence over scale If in doubt call Accolade Building Designs                                                              Timber Frame: Framing to be built in accordance with AS 1684 Termite protected timbers shall be used on all framing
     Builder to verify all dimensions & levels on site prior to commencement of work                                                                       Approved type flashing & sarking to be attached between cladding & frame along with slab & frame to prevent moisture getting to the frames
     All boundary setbacks to be strictly adhered to as minimum setbacks apply                                                                             All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
     Verify location of all services on site & all floor levels allow for connection to these services                                                     Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
     All building work to be carried out to Australian Standards & to the relevant building codes of Australia                                             with Manufactures specifications. Recommended that all showers have a waterproofed hob
     Builder to supply footpath protection & show required signage to comply to council regulations &                                                      Water stops or vertical barriers in the waterproofing system be installed to prevent passage of moisture in the floor to non wet areas of building
     comply to the Workplace Health & Safety act.                                                                                                          Recommend Laundry floor to have a dry waste in floor & grade floor to it or to door to allow for overflow
                                                                                                                                                           Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
     Builder to supply sediment control where needed
     All work to comply to the National Construction Codes 2014                                                                                            Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
     Termite protection to AS. 3660.1 2/durable notices to be installed in prominent locations stating                                                     Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
     method of protection, Date of installation, Life expectancy & frequency of inspections                                                                Ensure the correct tile is being used for the application (Example.. Floor tiles on Floors)
     Smoke alarms to comply to AS. 3786 -2014
                                                                                                                                                           All walls to be checked to ensure they are fixed correctly, straight & plumb prior to fixing plasterboard or interior lining
     Concrete Footings to be designed by Engineers from Soils Tests & to comply with AS. 2870                                                              Plasterboard or interior linings to be fixed to dry frames in strict compliance with manufactures details. Setting of plasterboard to be done in strict
     All structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 &                                                          compliance with manufactures specifications, Sanded to provide a flat smooth finish
     Construction Timbers Queensland(CTIQ)
     All Steelwork to comply to AS. 4100 for steel structures                                                                                              Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used
     Roof trusses to be designed by manufacture & Certified,                                                                                               Substrate to be clean & dry correct type sealers & primers to be used for substrate
                                                                                                                                                           If paint is sprayed on then a back roll should be done between coats & after final coat
     Lighting to comply with AS.1680.1 & B.C.A. Volume 2 Part 3.8.4.2 & 3                                                                                  Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish
     Electrical installations to comply to AS. 3000 & other relevant regulations
     Plumbing & drainage to comply to AS. 3500 Hot water system to AS. 3500 4.1                                                                            All external manufactured timbers to be H3 Treated & sealed painted or encased made weather proof
     Internal Wet Areas to comply to AS. 3740 as in B.C.A. Volume 2, Part 3.8.1                                                                            in strict accordance with the manufactures specifications
     External waterproofing to comply to AS. 4654
                                                                                                                                                           Concrete Footings to be poured to Structural Engineers Specifications & in accord with AS 2870
     Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to
     relevant regulations. Type of glass used to be determined by Energy Efficiency Consultant                                                             Approved type flooring (Structaflor 19 mm Yellow tongue) to be used for Suspended timber floor fixed to Manufactures specifications
     Plasterboard to AS. 2589 Painting to AS. 2311 Tiling to AS. 3958                                                                                      Wet areas to use Hardies Scyon Secura internal flooring, waterproofed & Tiled in accord with relevant standards
     Insulation to roof cavity & walls to be determined by Licensed Energy Efficiency Consultant to
     Comply to Australian. & QLD. Standards & requirements                                                                                                 All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work
                                                                                                                                                           For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
     Structural members Wind bracing & tie-down to be certified or designed by Structural Engineer
     WC to be installed with 4.5/3 L dual flush cistern or better                                                                                          New Dwelling; to have Min. 50 % of specified bracing installed prior to roof going on
     All taps & Shower roses to be AAA Conservation rating
     All roof water to be discharged to Holding Tank Min 45,000 l storage Capicity
     All waste water to be connected to approved effluent system
     Stairs to B.C.A. Volume 2 Part 3.9.1
     Timber Decks to be built to B.C.A. 3.10.6
     These plans are for Certification & Building only. Items like Flooring, Tiles, Painting & other finishes
     Cabinetry Etc. to be decide by Owner & Builder prior Contract being signed Items must comply to relevant codes
     The Builder must have Building Approval for the proposed works from a Building Certifier prior to work commencing

     Notes for Construction & Maintenance of Roofs

     All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
     Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
     Timber roof battens fixed to AS1684.2 as per above
     Roofing, Flashing & Gutters to be of compatible materials
     Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
     Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details
     Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material
     Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500
     Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
     under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
     Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by Plumber
     Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block downpipes
     Regular inspections & cleaning of gutters to be done depending on trees around the home
     Regular cleaning & inspections of the roof is to be done including ensuring screws are still tight on the roof sheet
     & neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place & holding tiles firm & in place
     (Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)

Client: Scott Stewart                              Address: 797 Ringtail Creek Rd. Pomona                                      Noosa Shire Council                                                                          Mobile: 0407 693 018                               Date      25/10/2021 7:43:21 AM
                                                                                                                                                     ACCOLADE Building Designs                                                                                                Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                          Site Area : 34073 m²                        Wind Classification N3                                      Proprietor: Steven Horn                                 Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                           QBCC Lic. 54806                                      Issue Date            25 - OCTOBER -2021                           Sheet No. 8          of    9

Page 44

              1. FALLS, SLIPS, TRIPS                                                         2. FALLING OBJECTS                                                          5. MANUAL TASKS                                                             7. CONFINED SPACES
              a) WORKING AT HEIGHTS                                                          LOOSE MATERIALS OR SMALL OBJECTS                                            Components within this design with a mass in excess of 25kg                 EXCAVATION
              DURING CONSTRUCTION                                                            Construction, maintenance or demolition work on or around this              should be lifted by two or more workers or by mechanical lifting            Construction of this building and some maintenance on the
              Wherever possible, components for this building should be                      building is likely to involve persons working above ground level or         device. Where this is not practical, suppliers or fabricators should        building will require excavation and installation of items within
              prefabricated off-site or at ground level to minimise the risk of              above floor levels. Where this occurs one or more of the following          be required to limit the component mass.                                    excavations. Where practical, installation should be carried out
              workers falling. However, construction of this                                 measures should be taken to avoid objects falling from the area             All material packaging, building and maintenance components                 using methods which do not require workers to enter the
              building will require workers to be working at heights where a fall in         where the work is being carried out onto persons below.                     should clearly show the total mass of packages and where                    excavation. Where this is not practical, adequate support for the
              excess of two metres is possible and injury is likely to result from such      1. Prevent or restrict access to areas below where the work is              practical all items should be stored on site in a way which                 excavated area should be provided to prevent collapse. Warning
              a fall. The builder should provide a suitable barrier wherever a                  being carried out.                                                       minimises bending before lifting. Advice should be provided on              signs and barriers to prevent accidental or unauthorised access to
              person is required to work in a situation where falling more than              2. Provide toeboards to scaffolding or work platforms.                      safe lifting methods in all areas where lifting may occur.                  all excavations should be provided.
              two metres is a possibility.                                                   3. Provide protective structure below the work area.                        Construction, maintenance and demolition of this building will              ENCLOSED SPACES
              DURING OPERATION OR MAINTENANCE                                                4. Ensure that all persons below the work area have Personal                require the use of portable tools and equipment. These should be            For buildings with enclosed spaces where maintenance or other
              For houses or other low-rise buildings where scaffolding is                       Protective Equipment (PPE).                                              fully maintained in accordance with manufacturer’s                          access may be required:
              appropriate:                                                                                                                                               specifications and not used where faulty or (in the case of                 Enclosed spaces within this building may present a risk to persons
                                                                                             BUILDING COMPONENTS                                                         electrical equipment) not carrying a current electrical safety tag.
              Cleaning and maintenance of windows, walls, roof or other                      During construction, renovation or demolition of this building, parts of                                                                                entering for construction, maintenance or any other purpose. The
              components of this building will require persons to be situated                                                                                            All safety guards or devices should be regularly checked and                design documentation calls for warning signs and barriers to
                                                                                             the structure including fabricated steelwork, heavy panels and many         Personal Protective Equipment should be used in accordance
              where a fall from a height in excess of two metres is possible. Where          other components will remain standing prior to or after supporting                                                                                      unauthorised access. These should be maintained throughout the
              this type of activity is required, scaffolding, ladders or trestles should                                                                                 with manufacturer’s specification.                                          life of the building. Where workers are required to enter enclosed
                                                                                             parts are in place. Contractors should ensure that temporary bracing
              be used in accordance with relevant codes of practice,                                                                                                                                                                                 spaces, air testing equipment and Personal Protective Equipment
              regulations or legislation.
                                                                                             or other required support is in place at all times when collapse which      6. HAZARDOUS SUBSTANCES                                                     should be provided.
                                                                                             may injure persons in the area is a possibility.                            ASBESTOS
              For buildings where scaffold, ladders, trestles are not appropriate:                                                                                                                                                                   SMALL SPACES
              Cleaning and maintenance of windows, walls, roof or other                                                                                                  For alterations to a building constructed prior to 1990:
                                                                                             Mechanical lifting of materials and components during construction,                                                                                     For buildings with small spaces where maintenance or other access
              components of this building will require persons to be situated                                                                                            If this existing building was constructed prior to:
                                                                                             maintenance or demolition presents a risk of falling objects.                                                                                           may be required:
              where a fall from a height in excess of two metres is possible. Where                                                                                      1990 - it therefore may contain asbestos
                                                                                             Contractors should ensure that appropriate lifting devices are used,                                                                                    Some small spaces within this building will require access by
              this type of activity is required, scaffolding, fall barriers or Personal                                                                                  1986 - it therefore is likely to contain asbestos
                                                                                             that loads are properly secured and that access to areas below the                                                                                      construction or maintenance workers. The design documentation
              Protective Equipment (PPE) should be used in accordance with                                                                                               either in cladding material or in fire retardant insulation material. In
                                                                                             load is prevented or restricted.                                                                                                                        calls for warning signs and barriers to unauthorised access. These
              relevant codes of practice, regulations or legislation.                                                                                                    either case, the builder should check and, if necessary, take
                                                                                                                                                                                                                                                     should be maintained throughout the life of the building. Where
                                                                                                                                                                         appropriate action before demolishing, cutting, sanding, drilling or
                                                                                                                                                                                                                                                     workers are required to enter small spaces they should be
              b) SLIPPERY OR UNEVEN SURFACES                                                 3. TRAFFIC MANAGEMENT                                                       otherwise disturbing the existing structure.
                                                                                                                                                                                                                                                     scheduled so that access is for short periods. Manual lifting and
                                                                                             For building on a major road, narrow road or steeply sloping road:          POWDERED MATERIALS                                                          other manual activity should be restricted in small spaces.
              FLOOR FINISHES Specified                                                       Parking of vehicles or loading/unloading of vehicles on this roadway        Many materials used in the construction of this building can cause
              If finishes have been specified by designer, these have been                   may cause a traffic hazard. During construction, maintenance or             harm if inhaled in powdered form. Persons working on or in the              8. PUBLIC ACCESS
              selected to minimise the risk of floors and paved areas becoming               demolition of this building designated parking for workers and loading      building during construction, operational maintenance or demolition         Public access to construction and demolition sites and to areas
              slippery when wet or when walked on with wet shoes/feet. Any                   areas should be provided. Trained traffic management personnel              should ensure good ventilation and wear Personal Protective                 under maintenance causes risk to workers and public. Warning
              changes to the specified finish should be made in consultation with            should be responsible for the supervision of these areas.                   Equipment including protection against inhalation while using               signs and secure barriers to unauthorised access should be
              the designer or, if this is not practical, surfaces with an equivalent or      For building where on-site loading/unloading is restricted:                 powdered material or when sanding, drilling, cutting or otherwise           provided. Where electrical installations, excavations, plant or loose
              better slip resistance should be chosen.                                       Construction of this building will require loading and unloading of         disturbing or creating powdered material.                                   materials are present they should be secured when not fully
              FLOOR FINISHES By Owner                                                        materials on the roadway. Deliveries should be well planned to avoid                                                                                    supervised.
              If designer has not been involved in the selection of surface                                                                                              TREATED TIMBER
                                                                                             congestion of loading areas and trained traffic management                  The design of this building may include provision for the inclusion of      9. OPERATIONAL USE OF BUILDING
              finishes, the owner is responsible for the selection of surface finishes       personnel should be used to supervise loading/unloading areas.              treated timber within the structure. Dust or fumes from this material       RESIDENTIAL BUILDINGS
              in the pedestrian trafficable areas of this building. Surfaces should          For all buildings:
              be selected in accordance with AS HB 197:1999 and AS/NZ                                                                                                    can be harmful. Persons working on or in the building during                This building has been designed as a residential building. If it, at a
                                                                                             Busy construction and demolition sites present a risk of collision where    construction, operational maintenance or demolition should ensure
              4586:2004.                                                                     deliveries and other traffic are moving within the site. A traffic                                                                                      later date, it is used or intended to be used as a workplace, the
                                                                                                                                                                         good ventilation and wear Personal Protective Equipment including           provisions of the Work Health and Safety Act 2011 or subsequent
              STEPS, LOOSE OBJECTS AND UNEVEN SURFACES                                       management plan supervised by trained traffic management
              Due to design restrictions for this building, steps and/or ramps are                                                                                       protection against inhalation of harmful material when sanding,             replacement Act should be applied to the new use.
                                                                                             personnel should be adopted for the work site.                              drilling, cutting or using treated timber in any way that may cause
              included in the building which may be a hazard to workers carrying
                                                                                                                                                                         harmful material to be released. Do not burn treated timber.                10.OTHER HIGH RISK ACTIVITY
              objects or otherwise occupied. Steps should be clearly marked with             4. SERVICES
              both visual and tactile warning during construction, maintenance,                                                                                          VOLATILE ORGANIC COMPOUNDS                                                  All electrical work should be carried out in accordance with Code
                                                                                             GENERAL                                                                     Many types of glue, solvents, spray packs, paints, varnishes and
              demolition and at all times when the building operates as a                                                                                                                                                                            of Practice: Managing Electrical Risks at the Workplace, AS/NZ
                                                                                             Rupture of services during excavation or other activity creates a           some cleaning materials and disinfectants have dangerous
              workplace.                                                                                                                                                                                                                             3012 and all licensing requirements.
                                                                                             variety of risks including release of hazardous material. Existing          emissions. Areas where these are used should be kept well
              Building owners and occupiers should monitor the pedestrian                                                                                                                                                                            All work using Plant should be carried out in accordance with
                                                                                             services are located on or around this site. Where known, these are         ventilated while the material is being used and for a period after
              access ways and in particular access to areas where maintenance                                                                                                                                                                        Code of Practice: Managing Risks of Plant at the Workplace.
                                                                                             identified on the plans but the exact location and extent of                installation. Personal Protective Equipment may also be required.
              is routinely carried out to ensure that surfaces have not moved or                                                                                                                                                                     All work should be carried out in accordance with Code of
                                                                                             services may vary from that indicated. Services should be located           The manufacturer’s recommendations for use must be carefully
              cracked so that they become uneven and present a trip hazard.                                                                                                                                                                          Practice: Managing Noise and Preventing Hearing Loss at Work.
                                                                                             using an appropriate service (such as Dial Before You Dig),                 considered at all times.
              Spills, loose material, stray objects or any other matter that may                                                                                                                                                                     Due to the history of serious incidents it is recommended that
                                                                                             appropriate excavation practice should be used and, where
              cause a slip or trip hazard should be cleaned or removed from                                                                                              SYNTHETIC MINERAL FIBRE                                                     particular care be exercised when undertaking work involving steel
                                                                                             necessary, specialist contractors should be used.
              access ways.                                                                                                                                               Fibreglass, rockwool, ceramic and other material used for thermal or        construction and concrete placement. All the above applies.
                                                                                             Locations with underground power:
              Contractors should be required to maintain a tidy work site during                                                                                         sound insulation may contain synthetic mineral fibre which may be
                                                                                             Underground power lines MAY be located in or around this site. All
              construction, maintenance or demolition to reduce the risk of trips                                                                                        harmful if inhaled or if it comes in contact with the skin, eyes or other
                                                                                             underground power lines must be disconnected or carefully
              and falls in the workplace. Materials for construction or                                                                                                  sensitive parts or the body. Personal Protective Equipment including
                                                                                             located and adequate warning signs used prior to any
              maintenance should be stored in designated areas away from                                                                                                 protection against inhalation of harmful material should be used when
                                                                                             construction, maintenance or demolition commencing.
              access ways and work areas.                                                                                                                                installing, removing or working near bulk insulation material.
                                                                                             Locations with overhead power lines:
                                                                                             Overhead power lines MAY be near or on this site. These pose a risk         TIMBER FLOORS
                                                                                             of electrocution if struck or approached by lifting devices or other        This building may contain timber floors which have an applied finish.
                                                                                             plant and persons working above ground level. Where there is a              Areas where finishes are applied should be kept well ventilated during
                                                                                             danger of this occurring, power lines should be, where practical,           sanding and application and for a period after installation. Personal
                                                                                             disconnected or relocated. Where this is not practical adequate             Protective Equipment may also be required. The manufacturer’s
                                                                                             warning in the form of bright coloured tape or signage should be            recommendations for use must be carefully considered at all times.
                                                                                             used or a protective barrier provided.




                                                                                    THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.
                                                                                    THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.
                                                                                    THE ONSITE BUILDERS WORKPLACE HEALTH & SAFETY MANAGEMENT PLAN SPECIFIC TO THIS SITE OVERRIDES THESE NOTES



Client: Scott Stewart                           Address: 797 Ringtail Creek Rd. Pomona                                     Noosa Shire Council                                                                                                        Mobile: 0407 693 018                                Date      25/10/2021 7:43:21 AM
                                                                                                                                                                        ACCOLADE Building Designs                                                                                                        Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                       Site Area : 34073 m²                         Wind Classification N3                                                                 Proprietor: Steven Horn                                    Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                                       0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                    QBCC Lic. 54806                                         Issue Date          25 - OCTOBER -2021                            Sheet No. 9       of   9

Page 45

October 2021   ECOLOGICAL ASSESSMENT REPORT       Page: 32
                797 Ringtail Creek Road, Pomona


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October 2021 ECOLOGICAL ASSESSM ENT REPORT Page: 32
797 Ringtail Creek Road, Pomona

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