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                                                                                                                                                                                                                                                                                             -
                                                                                                                                                                                        2RP223018                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                  RAL21/0003
                                                                                                                                                                                                                                                                                NOOSA COUNCIL
                                                                                                                                                                                                                                                                                 30 APRIL 2021
                                                                                                                                                                                                                                                                                             -
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                                                 51.1                               641m²
                                                                                                                                                                                                      1
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                                                                                                                                                                                                                                                                                                                                     106.9
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                                                                                                                                                                         3RP131369                                                                                                                LEGEND

                                                                                                                                                                                                                                                                             Existing Gate
                                                                                                                                                                                                                                                                                                      Adjoining Boundary
                                                                                                                                                                                                                                                                                                      Design Boundary
                                                                                                                                                                                                                                                                                                      Existing Fence
                                                                                                                                                                                                                                                                                                      Offset Dist
                                                                                                                                                                                                                                                                                                      Easement Boundary


                                                                                                                                                                                                                                                                                                       Proposed Building Envelope




                                                                                                                                                                                                                                                                                                      Proposed Access Easement


                                                                                                                                                                     36RP897845
 Notes.
 1.Boundaries are compiled from the DCDB and have not been surveyed in the preparation
                                                                                                                                                                                                                                                                                                      Proposed Covenant
 of this plan. Areas and dimensions may therefore vary on survey.
 2. Emt A is for access and services.

Client:                                                                                 Horizontal Datum:                                            Drawing Number:                                                                    Surveyed/Checked:                                                   103 Wrigley St (Cnr Sugar Rd)
                     TOTAL CONCEPT HOMES                                                                         MGA 56 vide DCDB
                                                                                                                                                                                           208516-04-01-Rev A                                                                                               PO Box 5774
                                                                                        Vertical Datum:          N/A                                                                         Sheet no.1 of 1 sheets.                    Drawn/Checked:        JPG/ENW                                       MAROOCHYDORE BC QLD 4558
Drawing Title:
                                   PROPOSAL PLAN                                        Co-Consultants:                                              Rev    Date          Description                                                   Date:                 01/03/2021                                    (P) 07 5479 5311
                                                                                                                                                                                                                                                                                                            (E) [email protected]
Site Description:                                                                       Alta Projects                                                                                                                                   Scale:                1:1500 at A3                                  (W) www.cadcon.com.au
                    Reconfiguration of Lot 2 on RP131369 into 2 Lots                                                                                 A     12/03/2021     Emt dimensions changed.
                                                                     North Coast Environmental Services
            at 108 Black Mountain Range Rd, BLACK MOUNTAIN                                                                                                                                                                         0                     50           70      ACN 098 201 828 Part of CadCon International Pty Ltd
                                                                                            Tectonic Geotechnical and Environmental Engineers
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Full text of pages 2 to 97 (of 114)

Page 2

                                                                                                                                                                                                                                                     2RP223018


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          3996m²

                                                                                                                                                                                   INDICA
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                                                                                                                                                                                                                                                                         Eff Disp Irrigation Area
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                                                                                                                                                      2RP131369
                               -
                    APPROVED PLAN
                      RAL21/0003
                    NOOSA COUNCIL
                     30 APRIL 2021
                               -




                               3RP131369




 Notes.
 1.Boundaries are compiled from the DCDB and have not been surveyed in the preparation
 of this plan. Areas and dimensions may therefore vary on survey.

Client:                                                                          Horizontal Datum:                                         Drawing Number:                                                         Surveyed/Checked:                                                                    103 Wrigley St (Cnr Sugar Rd)
                    TOTAL CONCEPT HOMES                                                               MGA 56 vide DCDB
                                                                                                                                                                           208516-04-02                                                                                                                 PO Box 5774
                                                                                 Vertical Datum:      N/A                                                                   Sheet no.1 of 1 sheets.                Drawn/Checked:            JPG/ENW                                                    MAROOCHYDORE BC QLD 4558
Drawing Title:
                    PROPOSAL PLAN - Lot 2 Detail                                 Co-Consultants:                                       Rev            Date   Description                                           Date:                     05/03/2021                                                 (P) 07 5479 5311
                                                                                                                                                                                                                                                                                                        (E) [email protected]
Site Description:                                                                 Alta Projects                                                                                                                    Scale:                    1:500 at A3                                                (W) www.cadcon.com.au
                  Reconfiguration of Lot 2 on RP131369 into 2 Lots
          at 108 Black Mountain Range Rd, BLACK MOUNTAIN           North Coast Environmental Services                                                                                                          0                                       25
                                                                                                                                                                                                                                                                          ACN 098 201 828 Part of CadCon International Pty Ltd
                                                                                  Tectonic Geotechnical and Environmental Engineers

Page 3

                                                                                                                            -
                                                                                                               APPROVED PLAN
                                                                                                                 RAL21/0003
                                                                                                               NOOSA COUNCIL
                                                                                                                30 APRIL 2021
                                                                                                                            -




                22 March 2021                                                                                    Project No. 20332-001-Rev1

                Total Concept Homes
                Attention: Mr Tim English

                Email: [email protected]
                Copy to: Mr John Gillespie, CadCon Surveying & Town Planning ([email protected])


                SLOPE STABILITY ASSESSMENT
                PROPOSED SUBDIVISION
                108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN


                Dear Tim,

                1.0       INTRODUCTION
                As requested, Tectonic has undertaken a slope stability assessment for a proposed residential subdivision
                at 108 Black Mountain Range Road, Black Mountain. This report presents the results of our slope stability
                assessment, together with geotechnical advice for the development. In summary, subject to
                implementation of the recommendations made herein, it is assessed that there would be a Low Risk of
                slope instability affecting the proposed development in accordance with the Australian Geomechanics
                Society Guidelines for Landslide Risk Management, dated March 2007 (AGS 2007).

                1.1     Details of Site and Development

                The subject site is described as Lot 2 on RP131369 and covers a total area of 59,774 m2. The site has
                frontage to Black Mountain Range Road to the western boundary. The surrounds feature similar rural
                residential blocks to the north, east and south. Text Figure 1 below illustrates the site position. A detailed
                description of the site features is given in Section 2.




                                                                                       Approx. site of proposed residence




                                                               Existing residence

                                                                                                                Existing Lot boundary


                Text Figure 1: 2019 Aerial Image of site and surrounds (courtesy Noosa Council [NC] Interactive Maps)




                                                                     Tectonic Geotechnical Pty Ltd
                                                                    PO Box 899, Buderim, QLD 4556
                                                        Office: 07 5478 9016 Email: [email protected]
                                                                        www.tectonicgeo.com.au
                                                                          A.B.N. 83 165 727 828


Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021

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                Total Concept Homes                                                                                   20332-001-Rev1
                                                                                                                       22 March 2021

                We have been supplied with a proposed layout plan for the subdivision by CadCon Surveying & Town
                Planning (CadCon, Ref. Dwg. No. 208516-04-01 and 02, dated 1 March 2021), which indicates that it is
                proposed to retain an existing residence on a larger portion of the existing allotment extending to the east
                and south-east. The north-western portion of the allotment would be divided from the existing allotment,
                where a new residence would be located.

                Drawings show that an existing access for the house would be upgraded, initially being shared between the
                two future allotments (over an easement) off Black Mountain Range Road to the west; before splitting along
                the proposed southern boundary of the new lot, extending to the position of the future residence.

                Based on information provided at the time of our assessment, we understand that the driveway alignment
                would be at grade with the existing track, with filling of up to 1.5 m height required towards the central area of
                the alignment. The fill would be retained, and it is understood that the primary design option being
                considered is gabion baskets. Some minor cutting is expected on the upslope side of the driveway to the
                eastern side of the alignment.

                The property does not have access to mains sewerage or a piped, potable water supply, and therefore
                collection of rainwater in tanks and on-site disposal of effluent will be required.

                An extract of the design drawings is given below in Text Figure 2.




                                                                       Proposed subdivision boundary




                                                 Driveway easement



                                                                                              Existing Lot boundary

                Text Figure 2: Extract of overall subdivision layout (courtesy CadCon)

                1.2       Method and Scope of Investigation
                As part of our slope stability assessment, a desk-top study was carried out comprising a review of
                published geological maps, aerial photos, and the following reports:

                          A site classification report by Ground Drill (Ref. Job No. 20/373, dated
                           3 December 2020).
                          An effluent disposal report by Ground Drill (Ref. Job No. 20/373-2, dated
                           22 March 2021).
                Both Ground Drill reports are attached at the end of this report. A walk-over survey was conducted in
                order to make an appraisal of the general condition of the site in regard to topography, drainage, vegetation
                cover, geology, erosion and slope stability and existing structures. The walk-over survey was carried out
                by an experienced engineering geologist from Tectonic on 26 November 2020 concurrent with the drilling
                by Ground Drill. The results of the desk-top study and walk-over survey are included in Section 2 below.

                1.3       Qualifications of Responsible Engineer
                This report has been reviewed by Mr Ashley Davey, an RPEQ with more than 25 years’ experience in
                geotechnical engineering, including a number of slope stability projects.




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                Total Concept Homes                                                                                        20332-001-Rev1
                                                                                                                            22 March 2021

                2.0       DESCRIPTION OF EXISTING CONDITIONS
                2.1     Geology and Subsurface Conditions
                The 1:100,000 scale Gympie Special Geological Map 1 (Ref. Text Figure 3 below) indicates that the site is
                underlain by materials derived of the early to middle Triassic age Kin Kin Beds (pale green blue shading),
                which are described as “arenite, argillite and phyllite.”




                                                                         Approx. site location




                Text Figure 3: Extract of Gympie Special Geology Map
                The Ground Drill investigation comprised drilling of two boreholes (designated BH1 and BH2) to the north
                and south of the approximate proposed residence on the future divided allotment, with an additional borehole
                (denoted borehole BH6) drilled to capture part of the driveway alignment to the east. Boreholes BH1 and
                BH2 were terminated in the underlying weathered rock at a target depth of 2 m below ground level (BGL);
                with borehole BH6 extending to auger drilling refusal at 2.5 m BGL.
                Additional shallow boreholes were also drilled to the east of the prosed residence on the future allotment, to
                provide information for the on-site effluent disposal design. These were taken to a target depth of 1.5 m BGL.
                All boreholes were drilled using a 4WD utility mounted drill rig, with solid flight augering equipment. In situ
                strength testing comprised the dynamic cone penetrometer (DCP) method, taken from surface adjacent and
                at selected depths downhole.
                The subsurface profile logged in each of the boreholes was relatively consistent, and comprised the profile
                indicated on the following page:




                1
                 State of Queensland, Department of Mines and Energy, Nambour Special 1:100,000 Geological Series, Sheet 9445 and Part 9545,
                First Edition 1999




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                Total Concept Homes                                                                                20332-001-Rev1
                                                                                                                    22 March 2021

                          An upper layer of residual, medium plasticity, stiff silty clays to between 0.6 m and 0.7 m BGL;
                           overlying;
                          Extremely weathered (XW) material comprising stiff to very stiff silty clays, to between 1 m and
                           1.4 m BGL; then grading to
                          Weathered Phyllite, inferred to be very low to low strength to the borehole termination/target
                           depths.

                Groundwater seepage was not encountered during the drilling of either borehole BH1 or BH2, with all
                soils being described as “dry.”
                The site was classified by Ground Drill as Class P in accordance with AS2870-2011 due to the presence
                of mature trees. In not for this factor the site would have been classified Class M with characteristic
                surface movements (ys) of up to 35 mm reported by Ground Drill.

                Along the southern edge of the existing access track, and in the cutting behind the existing residence
                exposures of weathered rock were observed. These were noted to consist of moderately weathered, very
                low to low strength, pale yellow brown phyllite; which had a well developed foliated fabric. To the south-
                east of the existing residence this was interlayered with XW materials, although the lateral extent of this
                was not clear, and such materials may be restricted to the near-surface of the exposed rock mass.

                A view of the exposed weathered rock above the highest section of proposed earthworks filling is shown
                below in Text Figure 4.




                Text Figure 4: Exposed weathered phyllite in cutting above highest section of earthworks filling

                2.2       Topography
                As illustrated in Text Figure 5 on the following page, the wider area around the site consists of a series of
                approximately parallel ridgelines and gullies, aligned east-west. The ridgelines within the subject allotment
                lead east from Black Mountain Range Road, which traces a crest forming a drainage divide between
                eastward and westward draining creek lines.

                Just off Black Mountain Range Road, to the south-west of the overall existing allotment, a rounded gully
                head was present, with sideslopes ranging from about 25° (47 %) at the site entrance to between 15° and
                20° (27 % and 36 %) nearer the existing residence. Minor existing cut and fill earthworks had been
                undertaken sidelong to the slope to facilitate the existing track, being 1 m to 1.5 m depth and around 1 m
                height respectively. Below the existing residence, to the north, a series of cut terraces had been formed for
                horticultural purposes. These were in the order of 2.5 m width, with cut batters of around 0.6 m depth or less.
                Across the existing earthworks features on site, no signs of significant slumping were observed.




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                Total Concept Homes                                                                                      20332-001-Rev1
                                                                                                                          22 March 2021

                The proposed subdivision boundary runs south-west to north-east across the site, just off the southern edge
                of a spur. The proposed residence on the future allotment would be sited on this spur, with the top sloping at
                around 5° (9 %) to the north and south, then extending to 9° to 10° (16 % to 18 %) around mid slope; and
                steepening further to around 20° (36 %) around 30 m downslope of the residence. Slopes were noted to
                increase consistently, with no irregular surface features observed which would indicate slope instability.




          Initial gully forming off Black Mtn Range Rd




                                                                                                   Overall existing lot boundary




                Text Figure 5: Image showing ground surface contours (courtesy NC Interactive Maps)

                Text Figures 6 and 7 below illustrate the site conditions at the time of our inspection.



                                                                         Drill rig
                                                                                                Large trees to west of proposed residence




                Text Figure 6: View looking south over area of proposed residence (drill rig at borehole BH1)


                                                                                                                 Ground sloping at 15° to 20°




                                                    XW to moderately weathered
                                                    phyllite exposed in cut




                Text Figure 7: View looking west over existing access alignment, where fill is proposed highest on new driveway




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Page 8

                Total Concept Homes                                                                            20332-001-Rev1
                                                                                                                22 March 2021

                2.3     Groundwater
                No signs of groundwater seepage (‘springs’) were observed during our walk-over, and neither was any
                seepage encountered during borehole drilling. Groundwater conditions may vary seasonally, and could
                rise to shallower depths, particularly following periods of prolonged or heavy rainfall.

                2.4     Surface Drainage
                Broadly, the natural surface drainage follows the ground surface contours, which over the proposed
                development areas tended to fall to the north. Surface water flows affecting the proposed residence and
                eastern part of the driveway alignment would be considered negligible, given the topographical position
                towards the crest of a well developed spur. The natural ground does rise above the western part of the
                driveway alignment, where a catchment over the area of an existing residence may proliferate.

                No significant erosion was noted during our walkover inspection.
                Surface water is expected to drain well from the site considering the moderate to steep natural gradients
                and low permeability of the soils in the immediate subsurface, and relatively shallow depth to rockhead.

                2.5     Vegetation
                The immediate periphery of the proposed driveway consisted of periodically slashed grass, which was quite
                long at the time of our inspection. Small to medium size mature trees were noted on the sloping ground to
                the north of the proposed driveway, which were observed to be relatively ‘plumb’.

                Around the area of the proposed residence, slashed grass was also present over most of the area, with
                some large mature trees just to the west of the proposed building location. These were also noted to be
                quite straight at the time of our inspection, with no tilting or distorted growth present, which can be an
                indicator of slope instability.

                2.6     Buildings and Other Structures
                The existing residence comprised a one storey, low set, masonry walled structure, constructed over a cut
                and fill earthworks pad. The residence was mostly on cut to the south, which ranged up to around 1.5 m
                depth. Fill on the northern side of the residence was supported by a grouted rock wall and ranged up to 2 m
                height. The grouted rock facing supporting the fill did not show any signs of global instability having affected
                the structure; with the residence generally being in good structural condition, other than some minor cracking
                to the concrete apron to the slab. It was noted that the cracking was coincident with the daylighting point for
                underslab pipework (assumed to be for wastewater and water).

                Although not within the subject site, a retaining wall was present along the south-western boundary, which
                would be adjacent to the proposed driveway access. This was estimated to be in the order of about 4 m
                height, and was constructed of large concrete blocks, spread over two tiers. This is shown below in Text
                Figure 8.




                Text Figure 8: Looking south-west over retaining wall on neighbouring allotment

                It was presumed that this had been recently constructed, and it was not clear whether upslope surface water
                flows were being captured by the structure, and if so, where discharge was being directed to.




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Page 9

                Total Concept Homes                                                                             20332-001-Rev1
                                                                                                                 22 March 2021

                3.0       ASSESSMENT OF LAND STABILITY
                3.1     Existing Conditions
                The crest area of the spur running south-west to north-east through the site, which incorporates the area of
                the existing residence, and the proposed residence on the future subdivided allotment allotment has been
                mapped by NC as presenting a Low/Very Low landslide susceptibility (clear/no shading). However the initial
                flanks of the crest are mapped as a Moderate hazard area (pale yellow brown shading), which does cover a
                part of the proposed building envelope for the future residence, and the driveway alignment. Towards the
                inverts of gullies away from construction areas, High risk areas have been assigned (pale orange shading).
                An extract of the NC mapping is given below in Text Figure 9.



                                                                                                  Overall existing Lot boundary




                Text Figure 9: Extract from NC Landslide Hazard Mapping

                It should be noted that the NC map is a broad-scale indication of the potential landslide susceptibility only,
                largely based on ground slope, and is superseded by this site specific assessment.

                The site does not exhibit any indicators of global, natural slope instability. No landslide back scarps or
                areas of natural ‘hummocky’ ground were observed, the existing structures on site were in good condition,
                with no significant erosion or slumping observed over the existing access track alignment, or other minor
                earthworks features (e.g. horticultural terraces). In addition the subsurface conditions were favourable
                with stiff to very stiff soils present from surface, and weathered phyllite rock logged at relatively shallow
                depth in both the boreholes and exposed in earthworks cuttings.

                3.2     Qualitative Stability Assessment
                The risk assessment for this project has been carried out following AGS 2007 Practice Note Guidelines for
                Landslide Risk Management. Relative levels of risk and their implications are given in Table 1 on the
                following page and the Qualitative Terminology for Use in Assessing Risk to Property is also attached.




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Page 10

                Total Concept Homes                                                                                      20332-001-Rev1
                                                                                                                          22 March 2021

                Table 1: Stability Risk Levels
                  Risk Level            Example Implications(1)
                                        Unacceptable without treatment. Extensive detailed investigation and research, planning
                         Very High
                  VH                    and implementation of treatment options essential to reduce risk to Low; may be too
                         Risk
                                        expensive and not practical. Work likely to cost more than value of property.
                                        Unacceptable without treatment. Detailed investigation, planning and implementation of
                  H      High Risk      treatment options required to reduce risk to Low. Work would cost a substantial sum in
                                        relation to the value of the property.
                                        May be tolerated in certain circumstances (subject to regulators’ approval) but requires
                         Moderate
                  M                     investigation, planning and implementation of treatment options to reduce risk to Low.
                         Risk
                                        Treatment options to reduce to Low risk should be implemented as soon as practicable.
                                        Usually acceptable to regulators. Where treatment has been required to reduce the risk
                  L      Low Risk
                                        to this level, ongoing maintenance required.
                         Very Low
                  VL                    Acceptable. Manage by normal slope maintenance procedures.
                         Risk
                  Note: (1) The implications for a particular situation are to be determined by all parties to the risk assessment and may
                  depend on the nature of the property at risk; these are only given as a general guide.



                Considering the existing site conditions (Ref. Section 2), and proposed development works, it is assessed that
                there would be a Low (L) Risk of global slope instability affecting the proposed development subject to the
                implementation of recommendations given below. Regulators (NC) normally require that a Very Low or Low
                Risk of landslide affecting the property must be demonstrated to enable development approval. Summarised
                in Table 2 on the page below is our qualitative assessment of landslide risk for the site. A summary of
                qualitative terminology for use in assessing risk to property is attached (taken from AGS 2007).




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Page 11

                Total Concept Homes                                                                                          20332-001-Rev1
                                                                                                                              22 March 2021

                Table 2: Details of Qualitative Risk Assessment for Property (AGS 2007
                                                                                 Assessed
                  Hazard                            Likelihood   Consequence
                                                                                   Risk
                                                                                            Comments

                                                                                            The driveway alignment exploits an existing track in
                                                                                            some parts, and although the central portion of the
                                                                                            driveway is proposed sidelong to a moderately
                                                                                            steep slope; given the presence of stiff to very stiff
                                                                                            residual soils and XW materials from surface, no
                  1: Proposed driveway -                                                    evidence of existing instability (including relatively
                 shallow failure through existing                                           good performance of existing fill embankments),
                 natural soil materials (fill        Unlikely       Minor             Low   apparent lack of shallow groundwater, and the
                 subgrades or earthworks cuts);                                             proposed engineer designed retention of future fill
                 or future fill materials                                                   for the driveway, it is considered Unlikely that a
                                                                                            landslip would develop, subject to implementation of
                                                                                            the recommendations in Section 4 (e.g. foundations
                                                                                            levels and fill quality). Given a potential Medium
                                                                                            impact from such shallow instability the resultant risk
                                                                                            would be Low as per AGS 2007.


                                                                                            Given the presence of stiff residual soils at surface,
                                                                                            and stiff to very stiff XW materials below at shallow
                                                                                            depth, the rounded nature of the spur crest where
                                                                                            construction is proposed, and negligible catchment
                  2: Proposed residence on
                                                                                            for water above the site and apparent lack of
                 subdivided Lot - Failure
                                                                                            groundwater, and no evidence of existing instability
                 through natural soils or XW         Unlikely      Medium             Low
                                                                                            in the vicinity of the proposed residence, it is
                 materials above the foundation
                                                                                            considered Unlikely that a landslip would develop,
                 depth
                                                                                            subject to implementation of the recommendations
                                                                                            in Section 4. With a potential Medium impact from
                                                                                            such shallow instability the resultant risk would be
                                                                                            Low as per AGS 2007.



                                                                                            The likelihood of a deep failure through the weathered
                                                                                            phyllite rock below the foundation depth is assessed
                  3: Proposed residence on
                                                                                            as Barely Credible due to the strength of these
                 subdivided Lot, or proposed
                                                     Barely                                 materials, no evidence of existing instability, and
                 driveway alignment - Deep                          Major        Very Low
                                                    Credible                                relatively consistent nature of the sloping ground
                 seated failure in weathered rock
                                                                                            across the development area. Although the
                 below the foundation depth
                                                                                            consequence of such a failure could be Major, the
                                                                                            resultant risk is Very Low as per AGS 2007.




                The potential impacts on slope stability of the development components have been assessed, and the
                measures recommended below in Section 4 have been designed to mitigate those impacts.

                3.2.1 Effluent Disposal
                Ground Drill has prepared an effluent disposal report (Ref. Job No. 20/373-2, dated 22 March 2021). The
                indicative proposed effluent disposal area is located to the east of the proposed building area, as illustrated in
                the Ground Drill report, which is attached at the end of this letter. This area is considered acceptable from a
                slope stability point of view. Should the proposed effluent disposal area be moved, Tectonic must be notified
                to re-assess the impacts on slope stability.

                Ground Drill has recommended application rate of 3 mm/day using a covered surface irrigation system.
                Considering this application rate compared with the trigger levels required for the occurrence of a landslide in
                this setting (e.g. a severe rain event), the effect of the irrigation on slope stability would be considered
                minimal. Nevertheless, it is recommended that the land application area be revegetated as soon as possible.
                Vegetation should include native species which are used for stabilisation of steep slopes and suitable for wet
                soils with high nutrient loads (e.g. Lomandra).
                The on-site effluent disposal system must be located a suitable distance away from any watercourse,
                dwellings and recreation areas. Setback distances are subject to the level of treatment proposed and shall
                be in accordance with Local and State Government requirements.




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                4.0        RECOMMENDATIONS
                General recommendations to help maintain the stability of the site are given in the document Some
                Guidelines for Hillside Construction, which is attached. This document should be referred to by those
                preparing the concept and designs for future residential development at the site.

                4.1       Site Layout and Geotechnical Constraints
                Preliminary layout plans (Ref. Section 2) were available for review at the time of this assessment, however
                no bulk earthworks or building design details were are available regarding the proposed residence. We
                understand that future building works would be located proximal to the area indicated in Text Figure 2 (not
                including areas for effluent disposal).

                There should generally be no limitations on the methodology adopted for the future residence e.g. low set or
                high set construction, or a split level structure built ‘in to’ the existing slope profile, however earthworks
                should be limited to cut and fill of up to 1.5 m high/depth.
                The general building location denoted in Text Figure 2 on the future subdivided allotment are considered
                suitable from a slope stability viewpoint, although this should not encroach on the break of slope present to
                the north and south, where ground slopes around 20° (36 %) were noted. Tectonic must be consulted to
                assess the impacts on slope stability if development is proposed elsewhere on the site or if cut or fill
                earthworks are to exceed 1.5 m in height/depth for the residence.

                For the proposed driveway alignment, given the moderately steep to steep ground slopes present over
                ground to the northern edge, all fill embankments >0.5 m height should be retained, and this is shown as the
                intent on the supplied drawings (Ref. Section 2).

                4.2       Earthworks
                In construction areas, all vegetation, tree stumps and large roots must be ‘grubbed out’, existing uncontrolled
                fill (e.g. along the proposed driveway alignment) with any organic rich topsoil stripped from the site. It is
                recommended that subgrades be proof rolled using a minimum 4 tonne rubber tyred vehicle or drum roller to
                identify any ‘soft spots’. Any such soft spots should be overexcavated and replaced with compacted select
                fill.

                Although trafficability should generally be good in ‘dry’ conditions, the soils could be subject to strength loss
                from repetitive vehicle loading (particularly from rubber tyred plant) or if they become wet. Due to the
                potential for poor trafficability during and after wet periods, placement of a minimum 150 mm thick granular
                working platform may be required, particularly along access ways.

                Fill materials should be compacted at moisture contents within the range of -2 % to +2 % of optimum
                moisture content for Standard Compaction. Confirmatory compaction testing must be carried out at regular
                intervals and further details for control and testing of fill are given in Australian Standard AS 3798-2007
                Guidelines on Earthworks for Commercial and Residential Developments.

                Fill (site won and imported) should have a maximum particle size of 100 mm for an uncompacted layer
                thickness of 200 mm; and shall be compacted by repeated rolling with a roller to achieve a dry density ratio
                of at least 95 % of the Standard Maximum Dry Density for cohesive soils, or 70 % Dry Density Index for any
                imported cohesionless soils. Topsoil must not be re-used as structural fill, but may be used for landscaping.

                Any imported fill should comprise a good quality material meeting the following specifications:

                          Soaked CBR ≥ 10 %
                          Shrink-swell index (Iss) ≤1 %
                          Maximum particle size ≤ 100 mm

                Following stripping of topsoil and any organic laden surface soils, fill must be ‘benched’ into the natural soil,
                with batters over filled by 0.5 m (horizontally) and then trimmed back to the well compacted material.

                It is anticipated that site earthworks could generally be completed by medium size excavators (8 tonne to
                10 tonne) with toothed bucket attachments. However, the ground profile indicated by the Ground Drill




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                boreholes suggests that weathered rock could be expected within 1 m to 1.5 m of the ground surface. Such
                materials may require the use of ripping attachments, or selected pneumatic breaking.

                Temporary batters in natural soils of stiffer (or stiffer) consistency, and future controlled fill may be formed at
                1V:1H; with permanent batters formed no steeper than 1V:2H. Flatter batters may be required if
                groundwater seepage is encountered. Permanent batters will require erosion protection such as covering
                with erosion matting or vegetation. Where spatial constraints prevent adoption of the above recommended
                batter slopes, cut or fill batters would need to be supported by retaining walls.

                The above recommendations do not supersede any existing safety regulations or legislation applicable to
                excavations (e.g. limits on personnel entry into trenches).

                Any excavations required adjacent to existing structures, will need to be specifically designed to ensure that
                the structures are not adversely affected (e.g. 'undermined').

                Ground surfaces should be graded to shed surface water runoff away from construction areas. It should be
                noted that during wet weather, the natural soils may cause turbid stormwater run-off. Appropriate erosion
                and sediment control measures must be installed prior to commencement of earthworks at this site,
                especially given the presence of natural gullies and dams within the site boundary downslope of the
                proposed construction areas.

                4.3     Footing Design
                Footings for the proposed building and any ancillary structures (e.g. retaining walls) must penetrate through
                any future fill to ‘socket’ at least 0.5 m into natural residual soil comprising stiff (or stiffer) clay or a minimum
                of 0.3 m in to weathered rock. Based on the Ground Drill boreholes, depending on the construction
                methodology adopted, normally dimensioned, conventional high-level footings would be appropriate, or
                possibly extended locally via the use of steel reinforced concrete bored piles (or ‘bucket piles’).

                Footings could be designed with an allowable bearing capacity of 100 kPa when founded in stiff (or stiffer)
                natural residual clays or 400 kPa in weathered rock.

                Footing design should also account for the characteristic surface movement (ys), indicated by the site
                classification report by Ground Drill to be equivalent to Class M. The re-use of the site-won clay materials for
                filling works could result in greater estimates of characteristic ground surface movement and should be
                considered by the design engineer once earthworks details have been confirmed.

                All footings should found such that they are not adversely affected by any adjacent excavations, batter
                slopes, trenches, or retaining walls that are not designed to support building loads. Footings should found at
                least below a plane extending 1 m horizontally from the base of trenches/excavations/retaining walls, then
                rising up at 1V:1H, as illustrated in Text Figure 10 overleaf.




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                             Text Figure 10: Footing depth required to minimise the risk of undermining and surcharge loading

                Footing bases must be cleaned following mechanical excavation to expose undisturbed materials over the
                full base area. Should bored piles be adopted, it is recommended that the piling contractor have a ‘mud
                bucket’ or similar device to enable clean out of the pile bases. ‘Spinning’ of the augers is not acceptable
                and will not sufficiently remove drill spoil from pile bases. A suitably qualified and experienced engineer
                should inspect the footing excavations to confirm appropriate foundation materials and cleanliness prior to
                pouring concrete.
                If any soil conditions encountered during construction are found to differ from those noted above, Tectonic
                must be notified immediately and an inspection carried out to determine if changes to footing design are
                required.

                4.4       Retaining Structures
                Any retaining walls must be founded as described in Section 4.3 above. Engineer design and certification of
                retaining walls is required where such walls:
                          Exceed 1 m height.
                          Are subjected to surcharge loads (e.g. from backslope, adjacent structures, etc.).
                          Are located within close proximity to existing structures.

                Retaining structures should be engineer designed in accordance with AS4678-2002 Earth-retaining
                structures. We suggest the following parameters may be adopted for retaining wall design:




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                Table 3: Retaining Wall Design Parameters
                                                                                 Lateral earth pressure coefficients
                                          Unit       Friction
                  Retained material     weight        angle
                                                                           Ka                    Ko
                                        (kN/m3)     (Degrees)                                                          Kp
                                                                    (Cantilever wall)    (Non-yielding wall)


                  Stiff to Very Stiff
                                           18           26                0.39                  0.56                   2.56
                  Natural Clays


                  Weathered Phyllite
                                           21           35                0.27                  0.43                   3.69
                  Rock



                These parameters do not include allowance for surcharge above the wall, or additional loads imposed by
                sloping ground.
                Subsurface drainage must be installed behind any retaining walls in order to prevent the development of
                hydrostatic pressure (e.g. slotted ‘aggi’ pipe wrapped in filter ‘sock’ placed in gravel backfill).

                4.5     Drainage
                Adequate site drainage should be installed to ensure that stormwater runoff is directed away from the
                building walls and footings (e.g. swales in landscaped areas or grated drains across pavements up slope of
                structures including retaining walls for the driveway). Diversion drainage should be installed above the crest
                of all cut/fill batters, and toe of all cut batters. Uncontrolled flow of stormwater over embankment batters (e.g.
                from gutter overflow during high intensity storms, or if formal arrangements are not in place for the retaining
                wall on the neighbouring property to the south-west) has the potential to saturate and weaken the
                embankment materials, potentially leading to slumping failure. Future building and landscaping must be
                carried out to maintain good drainage.

                Subsurface drainage must be installed behind any retaining walls in order to prevent the development of
                hydrostatic pressure (e.g. slotted ‘aggi’ pipe wrapped in filter ‘sock’ placed in gravel backfill).

                All excess stormwater collected on site must be directed by pipes to the legal point of discharge, at least 5 m
                down slope from the proposed or existing structures. Surface dissipation, such as a rock weir or similar,
                must be installed at the stormwater outlet(s) to minimse the risk of soil erosion at the discharge point..
                Subsurface disposal of stormwater must not be undertaken.



                5.0       SUMMARY & CONCLUSIONS
                Based on the findings of our assessment we consider that there would be a Low Risk of slope instability
                impacting the proposed development. This advice is subject to implementation of the recommendations
                given in this report.




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                6.0       LIMITATIONS
                Your attention is drawn to the document Limitations, which is attached to this letter report.
                Please contact the undersigned should you wish to discuss any of the above matters.

                Yours faithfully

                TECTONIC GEOTECHNICAL PTY LTD




                Robert Gibb BSc (Hons)                                     Ashley Davey BEng (Geological) RPEQ 8159
                Engineering Geologist                                      Principal Geotechnical Engineer



                Attachments: Ground Drill Site Classification Report (Ref. Job No. 20/373, dated 3 December 2020)
                             Ground Drill Effluent Disposal Report (Ref. Job No. 20/373-2, dated 22 March 2021)
                             Qualitative Terminology for Use in Assessing Risk to Property
                             Some Guidelines for Hillside Construction
                             Limitations




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Page 17

                                                                     Ground Drill Pty Ltd ATF The Bennett
                                                                     Family Trust ABN - 15204820396
                                                                     M – 0407035220
                                                                     W- www.grounddrill.com.au
                                                                     E [email protected]
                                                                     QBCC Lic – 15034580
                                                                     Pomona QLD 4568




                                       Site Classification Report


                 Job No: 20/373                  Client Ref: N/A


                 Date: 03/12/20


                 Client: Tectonic Geotechnical


                 Site Address: Proposed Lot 2, 108 Black Mountain Range Road, Black Mountain


                 Proposed Structure: Proposed Residence


                 Information Provided by Client: No house plans were available




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Page 18

                 Introduction

                 The purpose of this report is to classify the site in accordance with AS2870-2011. This report
                 is based on the field investigation/lab testing and information if any provided by the client.
                 This Report relates exclusively to the tested locations and the above-mentioned structure.
                 Further investigation may be required. Further investigation is recommended when deeper
                 depths of fill or marine clays are thought to be present, by way of deeper boreholes/other
                 test methods/use of prior investigation within the area. Bore logging in accordance with
                 AS1726-2017 Geotechnical Site Investigations.

                 Site Classification

                                                         Class “P”
                                                (Due to large mature trees)

                   Based on the soil profiles the site would have the characteristics of an
                         'M' site with an approximate Ys of 21-35mm if not a “P”.

                                               Important Notes Relating to the classification

                    This report does not address slope stability, if a slope stability report is required the services of a
                                      suitably qualified Geotechnical Engineer should be sought.




                 Allowable Bearing Capacity

                 An approximate bearing capacity of 100kpa was encountered at a depth of 100mm
                 below existing ground surface level in the SILTY CLAY at location BH1 and location
                 BH2.

                 This is a suggested minimum founding depth; greater depth may be required due to the
                 following. Bearing capacity can be highly variable over the allotment these depths are
                 specific to the test locations. Actual founding depth should be nominated by the designing
                 engineer whilst taking construction and footing type, fill, underground services, retaining
                 walls, settlement, proposed cut/fill and any trees into account. Soft and/or settling soils may
                 present within the investigated depths or at deeper depths, further investigation may be
                 required to establish this.




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Page 19

                 Lab Results/Predicted Surface Movement

                 Bore Hole                                 BH 1 200-500

                 Shrink-Swell (Indicative)                 1.0%

                 Ys                                        N/A


                 Site Description

                 Future Site Works: Unknown
                 Existing Earthworks: Nil
                 Retaining Walls: Nil
                 Vegetation: Heavily grassed, scattered large mature trees
                 Slope: 11-25%
                 Allotment Type: Acreage
                 Surrounding Allotments: Acreage
                 Surface Water: Surface water from adjoining allotments may traverse this site
                 Water Table: Not encountered
                 Rock: encountered
                 Watercourses: Nil nearby
                 Road Status: Sealed




                 By using this report, you are agreeing to the statements and limitations mentioned in this
                 report.


                 Authorised Signatory




                 Matthew Bennett
                 on behalf of Ground Drill Pty Ltd
                 QBCC Lic # 15034580




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Page 20

                 Limitations of Report & Notes

                 This report is based on information gathered from the field investigation and information provided by
                 the client if any. Ground Drill should be notified immediately if ground conditions are found to differ
                 from this report during initial earthworks.

                 Unless otherwise stated this report does not address the following issues;

                     •    Mining Subsidence.
                     •    Slope Stability (If the site is in a known slip area or is steep, it is recommended that a
                          Geotechnical Engineer be engaged to conduct a Slope Stability assessment).
                     •    Deep soft or settling soils
                     •    Soils within investigated depths or deeper may be subject to settlement with additional load of
                          structure and any fill placed, the designing engineer is to allow for this potential settlement.
                     •    Deep settling marine clays may be present.
                     •    Soil Contamination, hazardous materials and or acid sulphate.
                     •    Any slopes, dimensions or plans in this report are not to scale and only show approximate
                          testing locations.
                     •    Flood levels (It is the client’s responsibility to inform us of any flood levels on the allotment).
                     •    If water is found in the boreholes this depth may vary greatly over time. This report does not
                          address the influence any natural springs may have on the structure.
                     •    It is the client’s responsibility to inform us of any nearby underground services that have been
                          or will be installed near the proposed structure.
                     •    Earthworks could affect the site classification and or founding depth.
                     •    If any fill is placed on the allotment post investigation the founding depth will change,
                          furthermore placement of reactive fill may change the sites classification.
                     •    All topsoil and vegetation is to be removed.
                     •    Surface water is to be diverted away from structure.
                     •    Do not plant trees near the structure which could interfere with the footing’s performance.
                     •    It is the owner’s responsibility to read and understand the CSIRO BTF 18 Foundation
                          Maintenance and Footing Performance: A Home-owner’s Guide.
                     •    Strength of founding material can be highly variable dependent upon moisture content.
                     •    This investigation undertaken consisted of the included boreholes/test pits, given the size of
                          the site it is possible that a problem could have been missed. eg. Filled dam/gully, soft soils,
                          fill, springs, boulders, rock etc. We cannot give a definitive assurance that none of these
                          problems exist on the site unless we did a greater number of boreholes which would be
                          uneconomical and impractical.
                     •    This report may not provide all necessary information to design an adequate footing system,
                          further investigation may be required using larger drill rigs and/or different testing methods.
                     •    This report relates exclusively to single or two storey residential structures, or structures with
                          similar loads. Larger commercial or greater than 2 storey structures may need further
                          investigation and this report is to be used as an initial guide only.
                     •    If trees/palms are present, or have been removed from, within or near to the proposed
                          structure footprint, it is the responsibility of the designing engineer to use the principals of
                          AS2870-2011 Appendix H “Guide to Design of Footings for Trees”. The classification therefore
                          excludes the effect of trees on the site unless otherwise stated.
                          Distance from proposed structure that trees can affect footings:
                          0.75 x 'h'          'M' sites
                          1.0 x 'h'           'H' sites
                          1.5 x 'h'           'E' Sites
                          'h' is the mature height of the tree. Where there are rows of trees the distance should be
                          increased.
                     •    It is the designing engineer’s responsibility to calculate the yt and add it to the ys.
                     •    As per the Plumbing and Drainage Regulation 2019, all sites classified H1, H2, E or P must
                          have an articulating plumbing joint where connected to sanitary drainage. This should be
                          designed by a competent person (E.g. RPEQ or similar).




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Page 21

                  Borelogs

            BH 1                       Soil Description     DCP BH 2               Soil Description            DCP
            0        SILTY CLAY (CI) – Medium plasticity,        0      SILTY CLAY (CI) – Medium plasticity,
                     pale brown/orange, dry, stiff.                     pale brown/orange, dry, stiff.
            100                                             3    100                                           3
            200                                             4    200                                           4
            300                                             5    300                                           5
            400                                             4    400                                           4
            500                                             5    500                                           5
            600      EXTREMELY WEATHERED MATERIAL 7              600    EXTREMELY WEATHERED MATERIAL 9
                     SILTY CLAY (CI) – Medium plasticity,               SILTY CLAY (CI) – Medium plasticity,
                     pale brown, dry, stiff-very stiff.                 pale brown, dry, stiff-very stiff.
            700                                             7    700                                           8
            800                                             12   800                                           7
            900                                             12   900                                           12
            1000                                            14   1000                                          11
            1100                                                 1100                                          11
            1200                                                 1200
            1300                                                 1300
            1400     DISTINCTLY WEATHERED PHYLLITE               1400 DISTINCTLY WEATHERED PHYLLITE
                     (DW) – pale brown, dry, very low                 (DW) – pale brown, dry, very low
                     strength rock.                                   strength rock.
            1500                                                 1500
            1600                                                 1600
            1700                                                 1700
            1800                                                 1800
            1900                                                 1900
            2000     Hole Terminated.                            2000 Hole Terminated.
                  *- DCP restarted down the borehole
                  SWL -Standing Water Level
                  PP- Pocket Penetrometer
                  ISS-Indicative Shrink-Swell
                  SS – Shrink-Swell




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Page 22

                  Proposed Driveway Borehole
                  (This borehole does not form part of the Site Classification Report)

            BH 6                       Soil Description     DCP
            0        SILTY CLAY (CI) – Medium plasticity,
                     brown, dry, stiff.
            100                                             3
            200                                             4
            300                                             5
            400                                             4
            500                                             4
            600                                             5
            700      EXTREMELY WEATHERED MATERIAL 5
                     SILTY CLAY (CI) – Medium plasticity,
                     pale brown, dry, stiff-very stiff.
            800                                             5
            900                                             8
            1000                                            4
            1100                                            11
            1200                                            10
            1300     DISTINCTLY WEATHERED PHYLLITE          18
                     (DW) – pale brown, dry, very low
                     strength rock.
            1400
            1500
            1600
            1700
            1800
            1900
            2000
            2100     DISTINCTLY WEATHERED PHYLLITE
                     (DW) – pale brown, dry, low strength
                     rock.
            2200
            2300
            2400
            2500     Auger Refusal




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Page 23

                 Site Photos




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[OCR of page images]
Site Photos

 

 

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Page 24

            Ground Drill Pty Ltd                                    PH - 0407035220
            ATF The Bennett Family Trust                            W - www.grounddrill.com.au
            ABN - 15204820396                                       E - [email protected]
            QBCC Lic – 15034580                                     Pomona QLD 4568




                                        Effluent Disposal Report



            Job No: 20/373-2


            Date: 22/03/21


            Client: Tectonic Geotechnical


            Site Address: Proposed Lot 2, 108 Black Mountain Range Road, Black Mountain


            Proposed Structure: Proposed 4-bedroom residence on tank water


            Information Provided by the Client: No house plans were available


            Local Authority: Noosa Shire Council




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Page 25

            Introduction

            The purpose of this report is to evaluate and design a suitable on-site treatment system and disposal
            area in accordance with AS 1547 – 2012, the Queensland Plumbing and Wastewater Code and the
            Plumbing and Drainage Act. The report relates exclusively to the above site and the proposed and or
            existing buildings shown on the plan only. All measurements and levels shown are as accurate as
            possible with the information provided these are to be used for locating the onsite effluent disposal
            system only.


            Site Description

              Weather Conditions                                                     Fine
              Slope                                                                 5-20%
              Slope Stability                                                         N/a
              Vegetation                                                       Heavily Grassed
              Fill                                                                    Nil
              Flooding                                                                Nil
              Watercourses                                                            Nil
              Site exposure                                                       Sun & wind
              Salinity                                                                Nil
              Surface condition                                       Nil cracks, seepage or compaction
              Boulders & Rock outcrops                                                Nil
              Will water from uphill traverse the area                                No
              Water table                                                             Nil

            Soil Category (AS1547-2012 Table M1)

              Borehole                        0-0.2m               0.2m-0.6m
              BH3-BH5                          Cat 4                  Cat 5
                                           Clay Loams              Light Clays
                                         Weakly Structured     Moderately Structured
                                           0.12-0.5m/d             0.06-12m/d

            Recommended Design Irrigation Rate

              Test Result                                                            0.10
              Recommended Design Irrigation Rate                                   3mm/day
              Adopted Rate                                                        3/mm/day

            Calculations

              Bedrooms                                                             4
              Persons                                                              6
              DIR (mm/day)                                                         3
              Litres per person per day (Tank supply)                             120
              Calculations                                                  6x120=720 /3= 240
              Disposal Area Required                                  240m2 Covered surface pressure
                                                                         compensating irrigation




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Page 26

            Risk Assessment

                                        Risk                                   Risk Mitigation
                                   Surface Runoff                                  Mounds
                                   Human Contact                   Signs and mound to identify area. Apply by
                                                                                   setbacks
                        Overloading of system and LAA                Use correct DIR, flow allowances and
                                                                             maximum occupancy

            Recommendations

                 • An approved Advanced Secondary ASTP is to be installed. (Installer to ensure tank
                   position does not damage to existing or proposed structures)
               • A covered surface irrigation area of 240m2 consisting of pressure compensating lines
                   laid atop of the existing ground surface level and spaced approximately 800-1000mm
                   apart and covered with 150mm of mulch.
               • The tank must be installed and anchored if necessary, to prevent flotation.
               • Installer to confirm sufficient fall is available to the treatment plant prior to installation once
                   the floor height is known.
               • Top of treatment plant shall be at least 150mm above any flood levels that are present.
               • A filter must be installed in between treatment plant and irrigation area.
               • Pump must have sufficient power to pressurise irrigation lines.
               • All pipework and fittings used must meet relevant Australian Standards be buried, withstand
                   150% of pump shut-off-head and be fit for use.
               • The supply line from the treatment plant to the irrigation area shall be buried 25-32mm
                   purple line poly within a 200mm layer sand bed to prevent damage.
               • A flush out valve should be installed on the end of the irrigation area and used regularly.
               • Flexible joints should be used from the treatment to the proposed/existing structure where
                   the site is “H1” or higher.
               • A reserve area equal to the above area is to be kept free of development and vehicle traffic
                   as per plan.
               • The area shall be surrounded by a 150mm high earth mound.
               • The area shall be mulched to a depth of 150mm, and evergreen plants planted to maximise
                   evapotranspiration.
               • Two signs are to be erected stating ‘Recycled water-buried pipes-Do not dig’
               • All Storm water from the residence and uphill slopes is to be diverted away from the area.
               • Set back distances as per local council policies and AS1547 -2012 are to be met some of
                   these setbacks when Advanced Secondary ASTP with Surface Irrigation are;
            10M from a watercourse, dam, table drain, bore etc.
            10M from a dwelling or habitable building.
            2M from a boundary/driveway if it slopes away or is level with that boundary/driveway.
            4M from boundary/driveway if it slopes towards that boundary/driveway
            6M from an inground water tank
            6M from pool edge.
            Authorised Signatory

            Matthew Bennett
            on behalf of Ground Drill Pty Ltd
            QBCC Lic # 15034580




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Page 27

            Limitations of Report & Notes

            This report is based on information gathered from the field investigation and information provided by the
            client if any. Ground Drill should be notified immediately if ground conditions are found to differ from this
            report.

            Unless otherwise stated this report does not address the following issues;

                 •    Mining Subsidence.
                 •    Slope Stability (If the site is in a known slip area or is steep, it is recommended that a Geotechnical
                      Engineer be engaged to conduct a Slope Stability assessment).
                 •    Deep soft or settling soils
                 •    Soil Contamination, hazardous materials and or acid sulphate.
                 •    Any slopes, dimensions, levels, site features or plans in this report are approximate only show
                      approximate testing locations.
                 •    Flood levels (It is the client’s responsibility to inform us of any flood levels on the allotment).
                 •    If water is found in the boreholes this depth may vary greatly over time. This report does not address
                      the influence any natural springs may have on the structure.
                 •    It is the client’s responsibility to inform us of any nearby underground services that have been or will
                      be installed near the proposed area.
                 •    Earthworks could affect the design.
                 •    If any fill is placed on the allotment post investigation this could change the design.
                 •    Surface water is to be diverted away from the area.
                 •    This investigation undertaken consisted of the occluded boreholes/test pits, given the size of the site
                      it is possible that a problem could have been missed. eg. Filled dam/gully, soft soils, fill, springs,
                      boulders, rock etc. We cannot give a definitive assurance that none of these problems exist on the site
                      unless we did a greater number of boreholes which would be uneconomical and impractical.


                                                  Maintenance and Operation of System
                  •    Scrape all dishes to remove fats, grease, etc. before washing
                  •    Don't use a garbage grinder
                  •    Use biodegradable soaps
                  •    Use a low-phosphorus detergent
                  •    Don't use powerful bleaches
                  •    Don't put sanitary napkins and other hygiene products into the system
                  •    Spray or irrigation areas should have access restricted
                  •    Divert surface water away from land application area
                  •    No vehicles or stock should be allowed on trenches, beds or irrigation area.
                  •    Deep rooting trees or shrubs should not be grown over absorption trenches or pipes
                  •    Vegetable gardens and/or fruit trees should not be planted within or near area, where there is a
                       possibility of airborne spray coming into contact with the plant.
                  •    Structures should not be constructed near areas that encourage people to congregate.
                  •    Play areas and equipment should be well away from areas where there is no possibility of spray
                       coming into contact with humans.
                  •    Treatment plants and septic tanks are to be desludged every 3-5 years.
                  •    Ground Drill will not be liable for any Council Inspection, submission or reviewing fees due to
                       changes in report or plan requested by client or Council.
                  •    If any part of this design is unclear, please call before buying products or installing.
                  •    This report must be approved by the local authority and appropriate permits issued before any works
                       can be undertaken.
                  •    Installer is to contact Noosa Shire Council prior to burying the system for a site inspection and
                       certification.
                  •    Follow the manufacturer's instructions, relevant codes, standards and guidelines for installation,
                       servicing, maintaining and cleaning the system and irrigation area/trenches/beds




Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021

Page 28

                                                               Soil Profiles

     BH 3                Soil Description           BH 4              Soil Description         BH 5             Soil Description
     0       SILTY CLAY (CI) – Medium               0      SILTY CLAY (CI) – Medium            0      SILTY CLAY (CI) – Medium
             plasticity, orange, dry, stiff.               plasticity, orange, dry, stiff.            plasticity, orange, dry, stiff.
     100                                            100                                        100
     200                                            200                                        200
     300                                            300                                        300
     400                                            400                                        400
     500                                            500                                        500
     600     EXTRMELY WEATHERED                     600    EXTRMELY WEATHERED                   600   EXTRMELY WEATHERED
             MATERIAL (XW) – SILTY CLAY                    MATERIAL (XW) – SILTY CLAY                 MATERIAL (XW) – SILTY CLAY
             (CI) – Medium plasticity, red/brown,          (CI) – Medium plasticity, red/brown,       (CI) – Medium plasticity,
             dry, very stiff.                              dry, very stiff.                           red/brown, dry, very stiff.
     700                                            700                                        700
     800                                            800                                        800
     900                                            900                                        900

     1000 DISTINCTLY WEATHERED             1000            DISTINCTLY WEATHERED             1000      DISTINCTLY WEATHERED
          PHYLLITE (DW) – Pale brown, dry,                 PHYLLITE (DW) – Pale brown, dry,           PHYLLITE (DW) – Pale brown,
          very low strength rock.                          very low strength rock.                    dry, very low strength rock.
     1100                                           1100                                       1100
     1200                                           1200                                       1200
     1300                                           1300                                       1300
     1400                                           1400                                       1400
     1500 Hole Terminated.                          1500   Hole Terminated.                    1500   Hole Terminated.




Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021

Page 29

                                               Covered Surface Irrigation Diagram




                        150mm cover of mulch
                                                                                    Pressure
                                                                                    compensating
                       150m earth mound                                             dripper lines




          Native nitrogen
          tolerant shrubs with
          non-invasive root
          systems




                                                                                                                   Flush out valve

    Covered Surface layout                      Ground Drill Pty Ltd
    NTS                                         Sunshine Coast, QLD.
                                                QBCC # 150 345 80                        C:\Users\Ground Drill Desktop\Documents\Advertising\print\logo.jpg

                                                E: [email protected]
                                                W: www.grounddrill.com.au
Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021
                                                P: 0407 035 220

Page 30

    Notes
   Levels shown are approximate
                                                                                       No plans were available for the proposed residence at the time of investigation
   and are sourced from local
   council mapping or information                                                                                                                                                                                                   N
   provided by the client. These
   levels are solely to demonstrate
   the functionality of the system.
   Actual floor height is to be
   confirmed with the builder prior
   to installation.
   All pipe work from the structure
   to the proposed system should
   be covered and adequately
   vented and be vermin/insect                                                                                   Proposed Advanced
   proof.                                                                                                        Secondary ASTP
   All work carried out should meet                                                                              (Approx RL 183)
   relevant codes/standards and be                                                                                                                Reserve Area
   done by an appropriately
                                                                                                                                                                                                        BH5
   qualified and licensed person.                                                                        Proposed Lot 2




                                                                                                                                                                                                               m
                                                                                                                                                                                                        PT3
   Proposed system should be




                                                                                                                                                                                                              15
   constructed in a way to
   maximize evapotranspiration
                                                                                                                                                                               Slope
   and minimize potential pooling
                                                                          Proposed Building                                                                                    10-28%
   and runoff.
   If plans were not available at                                         Envelope
                                                                                                                                                                                    BH4
   the time of investigation further                                                                                               Proposed                                         PT2
   reporting and design work may                                                                                                   Residence
   be needed prior to council                                                                                                      (Approx RL 185)                                                    Proposed Covered Surface
   submission and installation.                                                                                                                                  17m                                  Irrigation Area - 240sqm
   Care is to be taken not to                                                                                                                                                                         (30 x 8m)
   sompact,smear or damage the                                                                                                                                                                        (Approx RL 186-183)
   soil structure during installation                                                                                                                                    BH3
   (This can lead to premature                                                                                                                                           PT1            2m
   failure).
   If structures have been built
   since our initial investigation
   (Including neighboring
   structures) please contact us to
   confirm this will not adversely
   effect the design.
   Final landscaping and installation
   should discourage and limit
   causal pedestrian access.(By
   way of plantings, border,
   mounds, visual and or physical
   deterrents)                                                                                             Proposed Lot 1
   The owner should obtain
   knowledge on how to use and
   maintain the proposed system.
   Most of this is available from
   your chosen supplier/installer.
   This report must be approved by
   the local council prior to any
   work commencing.
   The effluent disposal report
   must be accompanied by a
   Site Classification Report. If
   the Site Classification is
   H1,H2, E or P an articulation
   joint will need to be designed
   by a person licensed to do
   so.




   Client- Tectonic Geotechnical
   Site - Proposed Lot 2, 108 Black Mountain Range Road, Black Mountain
                                                                                                                                                                                                                   Ground Drill Pty Ltd
   Date - 22/03/21
                                                                                                                                              Abbreviations                                                        Sunshine Coast, QLD.
   Job# - 20/373-2
                                                                                                                                              BH : Borehole            DCP : Dynamic Cone Penetrometer             QBCC # 150 345 80
   Scale - 1 : 1100 @ A4 (Site features are approximate-Do not scale)
                                                                                                                                              PT : Percolation Test    HD : Heavy Droplet Lilac Sprinkler          E: [email protected]
Document Set ID: 21426326                                                                                                                     TV : Turf Valve          RWT : Rain Water Tank                       W: www.grounddrill.com.au
Version: 1, Version Date: 24/03/2021                                                                                                                                                                               P: 0407 035 220

Page 31

                                                     PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
                                                                             APPENDIX C: LANDSLIDE RISK ASSESSMENT
                                                   QUALITATIVE TERMINOLOGY FOR USE IN ASSESSING RISK TO PROPERTY


                QUALITATIVE MEASURES OF LIKELIHOOD

            Approximate Annual Probability
                                                            Implied Indicative Landslide
                                                                                                                                    Description                                           Descriptor               Level
             Indicative            Notional                    Recurrence Interval
               Value               Boundary
                10-1                    5x10-2
                                                             10 years                           The event is expected to occur over the design life.                                ALMOST CERTAIN                   A
                                                                                   20 years     The event will probably occur under adverse conditions over the
                     -2
                10                                        100 years
                                                                                                design life.
                                                                                                                                                                                    LIKELY                           B
                                           -3
                   -3                5x10                                       200 years
                10                                        1000 years                            The event could occur under adverse conditions over the design life.                POSSIBLE                         C
                                     5x10-4                                     2000 years
                                                                                                The event might occur under very adverse circumstances over the
                10-4                                     10,000 years
                                                                                                design life.
                                                                                                                                                                                    UNLIKELY                         D
                   -5                5x10-5                                     20,000 years
                10                                                                              The event is conceivable but only under exceptional circumstances
                                                        100,000 years                                                                                                               RARE                             E
                                                                                                over the design life.
                   -6                 5x10-6                                    200,000 years
                10                                     1,000,000 years                          The event is inconceivable or fanciful over the design life.                        BARELY CREDIBLE                  F
                Note:     (1)     The table should be used from left to right; use Approximate Annual Probability or Description to assign Descriptor, not vice versa.


                QUALITATIVE MEASURES OF CONSEQUENCES TO PROPERTY

               Approximate Cost of Damage
                                                                                                              Description                                                                 Descriptor               Level
             Indicative                Notional
               Value                   Boundary
                                                        Structure(s) completely destroyed and/or large scale damage requiring major engineering works for
                200%                                                                                                                                                               CATASTROPHIC                      1
                                                        stabilisation. Could cause at least one adjacent property major consequence damage.
                                       100%
                                                        Extensive damage to most of structure, and/or extending beyond site boundaries requiring significant
                60%                                                                                                                                                                MAJOR                             2
                                                        stabilisation works. Could cause at least one adjacent property medium consequence damage.
                                        40%
                                                        Moderate damage to some of structure, and/or significant part of site requiring large stabilisation works.
                20%                                                                                                                                                                MEDIUM                            3
                                                        Could cause at least one adjacent property minor consequence damage.
                                        10%
                 5%                     1%              Limited damage to part of structure, and/or part of site requiring some reinstatement stabilisation works.                 MINOR                             4
                                                        Little damage. (Note for high probability event (Almost Certain), this category may be subdivided at a
                0.5%                                                                                                                                                               INSIGNIFICANT                     5
                                                        notional boundary of 0.1%. See Risk Matrix.)
                Notes:    (2)     The Approximate Cost of Damage is expressed as a percentage of market value, being the cost of the improved value of the unaffected property which includes the land plus the
                                  unaffected structures.
                          (3)     The Approximate Cost is to be an estimate of the direct cost of the damage, such as the cost of reinstatement of the damaged portion of the property (land plus structures), stabilisation
                                  works required to render the site to tolerable risk level for the landslide which has occurred and professional design fees, and consequential costs such as legal fees, temporary
                                  accommodation. It does not include additional stabilisation works to address other landslides which may affect the property.
                          (4)     The table should be used from left to right; use Approximate Cost of Damage or Description to assign Descriptor, not vice versa


                                                                                   Australian Geomechanics Vol 42 No 1 March 2007
             Form No. 68039
               68039        RL2Risk
                      Landslide August 2010
                                    Management Issued 10/7/07
Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021

Page 32

                                                     PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
                          APPENDIX C: – QUALITATIVE TERMINOLOGY FOR USE IN ASSESSING RISK TO PROPERTY (CONTINUED)


                QUALITATIVE RISK ANALYSIS MATRIX – LEVEL OF RISK TO PROPERTY
                                  LIKELIHOOD                                                  CONSEQUENCES TO PROPERTY (With Indicative Approximate Cost of Damage)
                                                        Indicative Value of        1: CATASTROPHIC                 2: MAJOR                3: MEDIUM                4: MINOR                    5:
                                                       Approximate Annual                200%                         60%                      20%                     5%                INSIGNIFICANT
                                                           Probability                                                                                                                        0.5%
          A –     ALMOST CERTAIN                                10-1                         VH                         VH                      VH                       H                   M or L (5)
                                                                  -2
          B -     LIKELY                                        10                           VH                         VH                       H                       M                       L
          C -     POSSIBLE                                      10-3                         VH                          H                       M                       M                      VL

          D -     UNLIKELY                                      10-4                          H                         M                        L                       L                      VL
                                                                  -5
          E -     RARE                                          10                            M                          L                       L                      VL                      VL
                                                                  -6
          F -     BARELY CREDIBLE                               10                            L                         VL                      VL                      VL                      VL
                Notes:    (5)     For Cell A5, may be subdivided such that a consequence of less than 0.1% is Low Risk.
                          (6)     When considering a risk assessment it must be clearly stated whether it is for existing conditions or with risk control measures which may not be implemented at the current
                                  time.


                RISK LEVEL IMPLICATIONS
                                       Risk Level                                                                                Example Implications (7)
                                                                              Unacceptable without treatment. Extensive detailed investigation and research, planning and implementation of treatment
                   VH                         VERY HIGH RISK                  options essential to reduce risk to Low; may be too expensive and not practical. Work likely to cost more than value of the
                                                                              property.
                                                                              Unacceptable without treatment. Detailed investigation, planning and implementation of treatment options required to reduce
                    H                               HIGH RISK
                                                                              risk to Low. Work would cost a substantial sum in relation to the value of the property.
                                                                              May be tolerated in certain circumstances (subject to regulator’s approval) but requires investigation, planning and
                    M                         MODERATE RISK                   implementation of treatment options to reduce the risk to Low. Treatment options to reduce to Low risk should be
                                                                              implemented as soon as practicable.
                                                                              Usually acceptable to regulators. Where treatment has been required to reduce the risk to this level, ongoing maintenance is
                    L                               LOW RISK
                                                                              required.
                                                                              Acceptable. Manage by normal slope maintenance procedures.
                    VL                        VERY LOW RISK

                  Note:   (7)     The implications for a particular situation are to be determined by all parties to the risk assessment and may depend on the nature of the property at risk; these are only
                                  given as a general guide.




                                                                                   Australian Geomechanics Vol 42 No 1 March 2007
             Form No. Landslide
                68039 68039 RL2Risk
                                August 2010
                                    Management             Issued 10/7/07
Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021

Page 33

                  PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007



                        APPENDIX G - SOME GUIDELINES FOR HILLSIDE CONSTRUCTION

                                 GOOD ENGINEERING PRACTICE                                                            POOR ENGINEERING PRACTICE
             ADVICE
             GEOTECHNICAL        Obtain advice from a qualified, experienced geotechnical practitioner at early       Prepare detailed plan and start site works before
             ASSESSMENT          stage of planning and before site works.                                             geotechnical advice.
             PLANNING
             SITE PLANNING       Having obtained geotechnical advice, plan the development with the risk              Plan development without regard for the Risk.
                                 arising from the identified hazards and consequences in mind.
             DESIGN AND CONSTRUCTION
                                 Use flexible structures which incorporate properly designed brickwork, timber        Floor plans which require extensive cutting and
                                 or steel frames, timber or panel cladding.                                           filling.
               HOUSE DESIGN
                                 Consider use of split levels.                                                        Movement intolerant structures.
                                 Use decks for recreational areas where appropriate.
             SITE CLEARING       Retain natural vegetation wherever practicable.                                      Indiscriminately clear the site.
                 ACCESS &        Satisfy requirements below for cuts, fills, retaining walls and drainage.            Excavate and fill for site access before
                DRIVEWAYS        Council specifications for grades may need to be modified.                           geotechnical advice.
                                 Driveways and parking areas may need to be fully supported on piers.
             EARTHWORKS          Retain natural contours wherever possible.                                           Indiscriminatory bulk earthworks.
                                 Minimise depth.                                                                      Large scale cuts and benching.
                   CUTS          Support with engineered retaining walls or batter to appropriate slope.              Unsupported cuts.
                                 Provide drainage measures and erosion control.                                       Ignore drainage requirements
                                 Minimise height.                                                                     Loose or poorly compacted fill, which if it fails,
                                 Strip vegetation and topsoil and key into natural slopes prior to filling.           may flow a considerable distance including
                                 Use clean fill materials and compact to engineering standards.                       onto property below.
                   FILLS         Batter to appropriate slope or support with engineered retaining wall.               Block natural drainage lines.
                                 Provide surface drainage and appropriate subsurface drainage.                        Fill over existing vegetation and topsoil.
                                                                                                                      Include stumps, trees, vegetation, topsoil,
                                                                                                                      boulders, building rubble etc in fill.
               ROCK OUTCROPS     Remove or stabilise boulders which may have unacceptable risk.                       Disturb or undercut detached blocks or
                & BOULDERS       Support rock faces where necessary.                                                  boulders.
                                 Engineer design to resist applied soil and water forces.                             Construct a structurally inadequate wall such as
                                 Found on rock where practicable.                                                     sandstone flagging, brick or unreinforced
                RETAINING
                                 Provide subsurface drainage within wall backfill and surface drainage on slope       blockwork.
                  WALLS
                                 above.                                                                               Lack of subsurface drains and weepholes.
                                 Construct wall as soon as possible after cut/fill operation.
                                 Found within rock where practicable.                                                 Found on topsoil, loose fill, detached boulders
                                 Use rows of piers or strip footings oriented up and down slope.                      or undercut cliffs.
                 FOOTINGS
                                 Design for lateral creep pressures if necessary.
                                 Backfill footing excavations to exclude ingress of surface water.
                                 Engineer designed.
                                 Support on piers to rock where practicable.
             SWIMMING POOLS      Provide with under-drainage and gravity drain outlet where practicable.
                                 Design for high soil pressures which may develop on uphill side whilst there
                                 may be little or no lateral support on downhill side.
                 DRAINAGE
                                 Provide at tops of cut and fill slopes.                                              Discharge at top of fills and cuts.
                                 Discharge to street drainage or natural water courses.                               Allow water to pond on bench areas.
                  SURFACE        Provide general falls to prevent blockage by siltation and incorporate silt traps.
                                 Line to minimise infiltration and make flexible where possible.
                                 Special structures to dissipate energy at changes of slope and/or direction.
                                 Provide filter around subsurface drain.                                              Discharge roof runoff into absorption trenches.
                                 Provide drain behind retaining walls.
                SUBSURFACE
                                 Use flexible pipelines with access for maintenance.
                                 Prevent inflow of surface water.
                                 Usually requires pump-out or mains sewer systems; absorption trenches may            Discharge sullage directly onto and into slopes.
                  SEPTIC &
                                 be possible in some areas if risk is acceptable.                                     Use absorption trenches without consideration
                  SULLAGE
                                 Storage tanks should be water-tight and adequately founded.                          of landslide risk.
                 EROSION         Control erosion as this may lead to instability.                                     Failure to observe earthworks and drainage
                CONTROL &        Revegetate cleared area.                                                             recommendations when landscaping.
               LANDSCAPING
             DRAWINGS AND SITE VISITS DURING CONSTRUCTION
                DRAWINGS         Building Application drawings should be viewed by geotechnical consultant
                SITE VISITS      Site Visits by consultant may be appropriate during construction/
             INSPECTION AND MAINTENANCE BY OWNER
                 OWNER’S         Clean drainage systems; repair broken joints in drains and leaks in supply
              RESPONSIBILITY     pipes.
                                 Where structural distress is evident see advice.
                                 If seepage observed, determine causes or seek advice on consequences.




                                          Australian Geomechanics Vol 42 No 1 March 2007                                                                113
      Form
Document     No.
           Set ID:68029 RL2 August 2010
                   21426326
Version: 1, Version Date: 24/03/2021

Page 34

                  PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007




           114                         Australian Geomechanics Vol 42 No 1 March 2007

Document   Set No.
        Form   ID: 21426326
                   68029 RL2 August 2010
Version: 1, Version Date: 24/03/2021

Page 35

                                                      LIMITATIONS


       This document has been prepared for the purpose outlined in Tectonic’s proposal and no responsibility is
       accepted for the use of this document, in whole or in part, for any other purpose.

       The scope of Tectonic’s Services are as described in Tectonic’s proposal, and are subject to restrictions
       and limitations. Tectonic did not perform a complete assessment of all possible conditions or
       circumstances that may exist at the site referenced in the report. If a service is not expressly indicated, do
       not assume it has been provided. If a matter is not addressed, do not assume that any determination has
       been made by Tectonic in regards to it.

       Conditions may exist which were undetectable given that economic and time constraints limit the practical
       extent of geotechnical investigation. Variations in conditions may occur between investigation locations,
       and there may be special conditions pertaining to the site which have not been revealed by the
       investigation and which have not therefore been taken into account in the document. Where variations exist
       on site, additional studies and actions may be required.

       Tectonic’s opinions are based upon information that existed at the time that the work was performed. The
       passage of time, man-made or natural events, may alter the site conditions. It is understood that the
       Services undertaken allowed Tectonic to form an opinion of the actual conditions of the site at the time the
       site was visited and cannot be used to assess the effect of any subsequent changes in the quality of the
       site, or its surroundings, or any laws or regulations.

       Any assessments made in the preparation of this document are based on the conditions indicated from
       published sources and the findings of the investigation described. Actual subsurface conditions may differ
       from those indicated in the document (e.g. between boreholes or test pits). No warranty is included, either
       express or implied, that the actual conditions will conform exactly to the assessments contained in this
       document.

       Where data supplied by the client or other external sources, including previous site investigation data, have
       been used, it has been assumed that the information is correct unless otherwise stated. No responsibility is
       accepted by Tectonic for incomplete or inaccurate data supplied by others.

       This document is provided for the sole use by the Client and its professional advisers. No responsibility
       whatsoever for the contents of this document will be accepted to any person other than the Client. Any use
       which a third party makes of this document, or any reliance on or decisions to be made based on it, is the
       responsibility of such third parties. Tectonic accepts no responsibility for damages, if any, suffered by any
       third party as a result of decisions made or actions based on this document.




       Rev 1 (March 2016)


Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021

Page 36

                                                     -
                                               APPROVED PLAN
                                                 RAL21/0003
                                               NOOSA COUNCIL
                                                30 APRIL 2021
                                                     -

                      J000669


ECOLOGICAL ASSESSMENT REPORT v1
         LOT 2 ON RP131369
  108 BLACK MOUNTAIN RANGE ROAD
          BLACK MOUNTAIN




                      FOR
      TOTAL CONCEPT HOMES
             JANUARY 2021




       PO Box 9566 Pacific Paradise QLD 4564
                ABN 60 625 108 625

Page 37

Ecological Assessment Report v1                                                                            NCES Ref: J000669
Lot 2 on RP131369 – 108 Black Mountain Range Road, Black Mountain



DOCUMENT CONTROL TABLE
Document:               Ecological Assessment Report
Client:                 Total Concept Homes
Project Number:         J000669
Project:                Reconfiguring a Lot (1 into 2)
Site:                   Lot 2 on RP131369
                        108 Black Mountain Range Road, Black Mountain

File Ref:               C:\CLIENTS\TOTAL CONCEPT HOMES – 108 BLACK MOUNTAIN
                        RANGE RD\04_REPORTING\EAR\Ecological Assessment Report v1 – 108
                        Black Mountain Range Rd, Black Mountain.docx

  Version           Date        Distribution                      Author/s                  Approved

        1       14/01/2021       John Gillespie - Cadcon          N. Willis (B. Sc., Dip.   Joshua Lee (B. Sc. AES) –
                                                                  CLM., mAABR) –            Director / Principal
                                 Tim English – Total              Principal Ecologist       Environmental Scientist
                                 Concept Homes




DISCLAIMER
To the extent permitted by law, North Coast Environmental Services (including its employees, partners and consultants)
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 publication (in part or whole) and any information
or material contained in it.




© 2021                                                        i

Page 38

Ecological Assessment Report v1                                                         NCES Ref: J000669
Lot 2 on RP131369 – 108 Black Mountain Range Road, Black Mountain




                                                EXECUTIVE SUMMARY

North Coast Environmental Services have been commissioned to prepare an Ecological Assessment
Report for land formally described as Lot 2 on RP131369 located at 108 Black Mountain Range
Road, Black Mountain The report was requested to identify the environmental values of the site and
assess the impacts of a proposed reconfiguration of lot development application related to the site.
The outcomes of the environmental investigations identified the following:
    ·    The site supports local and State level biodiversity values.
    ·    Areas within the site are mapped within the Noosa Plan 2020 Biodiversity, waterways, and
         wetlands overlay map as containing the following overlays:
          o Areas of Biodiversity Significance;
          o MSES Environmental Values;
          o Waterways;
          o MSES Regulated Vegetation – intersecting a watercourse;
          o MSES Regulated Vegetation – Category R GBR riverine; and
          o Riparian Buffer Area.
    ·    Two vegetation communities were observed within the site:
          o Vegetation Community 1 (VC1) – Regrowth notophyll vine forest; and
          o Vegetation Community 2 (VC2) – Open pasture with low density trees.
The application has been assessed against several assessment frameworks and determined to be
compliant as follows:
    ·    The Noosa Plan 2020, Overlay Code 8.2.2 Biodiversity, Waterways and Wetlands Overlay
         Code – Compliant subject to Councils acceptance of minor impacts to planted vegetation
         within the mapped Area of Biodiversity Significance and MSES Regulated Vegetation
         (Category R GBR Riverine) overlay and the mitigation strategies proposed to mitigate against
         these impacts.
    ·    Nature Conservation Act 1992 – Compliant.
    ·    Vegetation Management Act 1999 and the associated State Code 16: Native Vegetation
         Clearing – Compliant - No referral required.
    ·    Nature Conservation (Koala) Conservation Plan 2017 - Schedule 11, Part 2 of the Planning
         Regulation 2017 – Proposed development complies with the Assessment Benchmarks.
    ·    Environmental Protection and Biodiversity Conservation Act 1999 – Generally compliant. No
         significant impacts anticipated to threatened flora of fauna species or threatened ecologically
         communities.




© 2021                                                       ii

Page 39

Ecological Assessment Report v1                                                                                                    NCES Ref: J000669
Lot 2 on RP131369 – 108 Black Mountain Range Road, Black Mountain




Contents
EXECUTIVE SUMMARY .............................................................................................................................. ii
1 INTRODUCTION ................................................................................................................................ 5
    1.1           Background.......................................................................................................................... 5
    1.2           Development Proposal ...................................................................................................... 5
    1.3           Site Description .................................................................................................................... 5
    1.4           Topography .......................................................................................................................... 6
2      SURVEY METHODOLOGY ............................................................................................................... 7
    2.1           Desktop Assessment ........................................................................................................... 7
    2.2           Field Survey........................................................................................................................... 7
3      DESKTOP ASSESSMENT RESULTS ..................................................................................................... 8
    3.1     General ................................................................................................................................. 8
    3.2     The Noosa Shire Council Planning Scheme (The Noosa Plan) 2020......................... 8
      3.2.1   Zone Precinct Mapping ................................................................................................. 8
       3.2.2         Biodiversity, Waterways, and Wetlands Overlay Mapping..................................... 9
    3.3    The Department of Natural Resources, Mines and Energy’s Regulated
    Vegetation Management Supporting Map ................................................................................. 9
    3.4    South East Queensland Koala Conservation Strategy - Koala habitat mapping10
    3.5    Wildlife Online database ................................................................................................. 10
    3.6    Protected Plants Flora Survey Trigger Map.................................................................. 11
    3.7    Queensland Waterways for Waterway Barrier Works GIS Layer ............................. 11
    3.8    EPBC Act Protected Matters Search Tool .................................................................... 12
    3.9    Surrounding Habitat and Connectivity ........................................................................ 12
4      FIELD SURVEY RESULTS ................................................................................................................... 14
    4.1     General ............................................................................................................................... 14
    4.2     Conservation Significant Flora Species ........................................................................ 14
    4.3     Vegetation Communities ................................................................................................ 14
      4.3.1  Vegetation Community 1 – Regrowth Notophyll Vine Forest............................... 16
       4.3.2         Vegetation Community 2 – Open pasture with low density trees ...................... 16
    4.4     Fauna .................................................................................................................................. 17
      4.4.1   Fauna Habitat Values ................................................................................................... 17
       4.4.2         Habitat for Previously Recorded Conservation Significant Fauna ...................... 18
5      DEVELOPMENT IMPACTS AND MITIGATION .............................................................................. 19
    5.1     Flora and Vegetation Communities ............................................................................. 19
      5.1.1   Impacts ............................................................................................................................ 19
       5.1.2         Mitigation Measures ...................................................................................................... 19
    5.2     Fauna .................................................................................................................................. 21
      5.2.1   Impacts ............................................................................................................................ 21
       5.2.2         Mitigation Measures ...................................................................................................... 21
6      LEGISLATION AND OVERLAYS ..................................................................................................... 22
    6.1     Local Government ........................................................................................................... 22
      6.1.1   Noosa Council Planning Scheme 2020 – Biodiversity Overlay ............................. 22
    6.2     State Government ............................................................................................................ 27
      6.2.1   DNRME Remnant Regional Ecosystems .................................................................... 27




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      6.2.2  Nature Conservation (Koala) Conservation Plan 2017 and SDAP State Code
      25 Development in South East Queensland koala habitat areas ...................................... 27
      6.2.3         Nature Conservation Act 1992 ................................................................................... 28
    6.3          Commonwealth Government ....................................................................................... 28
7     CONCLUSIONS AND RECOMMENDATIONS ............................................................................. 29
    7.1          Conclusion.......................................................................................................................... 29
    7.2          Recommendations ........................................................................................................... 29
8 REFERENCES.................................................................................................................................... 30
APPENDIX 1 – DEVELOPMENT APPLICATION DRAWINGS .............................................................. 31
APPENDIX 2 – DESKTOP SEARCH RESULTS ......................................................................................... 32




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1     INTRODUCTION

1.1       Background
North Coast Environmental Services have been commissioned to prepare an Ecological Assessment
Report for land formally described as Lot 2 on RP131369 located at 108 Black Mountain Range
Road, Black Mountain (referred to herein as ‘the site’). The report was requested to identify the
environmental values of the site and to determine the suitability of a reconfiguration of lot
development application related to the site. The scope of works addressed in this report comprises:
      ·    A desktop assessment of the potential ecological planning constraints acting on the site;
      ·    A site inspection to ‘ground truth’ the results of the desktop findings;
      ·    A flora and fauna habitat survey of the site;
      ·    A discussion of the likely impacts of the proposed development on the ecological resources
           identified through the desktop and field investigations;
      ·    Analysis of compliance with relevant government environmental assessment frameworks
           identified through the desktop assessment process; and
      ·    Identification of suitable mitigation measures to minimise the environmental impacts of the
           proposed development and to assist in securing relevant development permits.
1.2       Development Proposal
The applicant is seeking approval to subdivide an existing 5.98ha rural residential allotment into two
new rural residential allotments. Lot 2 is proposed to occupy 1.597ha within the north-west of the
site, and Lot 1 will include the existing dwelling and the remaining 4.38ha within the site. Access is
proposed via a shared access driveway connecting to Black Mountain Range Road.
The Plan of Development is included as Appendix 1.
1.3       Site Description
The site covers 5.98ha and is flanked by Black Mountain Range Road on the western boundary. The
site is located within a rural residential landscape which is characterised by residential dwellings,
vegetated areas, amenity plantings, areas of open pasture and hobby farms.
The eastern extent of the site is dominated by regrowth vegetation with regrowth vegetation also
present within the north-west corner of the site. A residential dwelling and associated shed exist with
the south-western corner of the site, located within an area of maintained grass with scattered trees.
Plate 2 depicts the site’s position in the landscape and the extent of existing development.




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                                     Plate 1 – Site Conditions (Source: Nearmap)

1.4      Topography
The site exhibits mixed aspect and topography, however, is dominated by the predominantly east-
west aligned broad ridgeline which traverses the site. Moderate slopes decline from the ridge line
and descend to ephemeral drainage lines contained within gullies. The site reaches a topographic
high of approximately 193 AHD on the western boundary and declines towards the south-east corner
of the site to a topographic low of approximately 145 AHD. The site exhibits slopes of approximately
5-15 degrees across the varying topography.
Plate 2 depicts topography conditions within and adjacent to the site.




                                  Plate 2 – Site Topography (Source: NC Intramaps)




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2     SURVEY METHODOLOGY

2.1       Desktop Assessment
The desktop assessment comprised an investigation of the previously mapped and recorded
vegetation communities and species, as well as vegetation communities and species which have
the potential to be present. The following resources were accessed during the desktop assessment:
      ·    The Noosa Plan 2020 Biodiversity, Waterways and Wetlands Overlay;
      ·    The Department of Natural Resources, Mines and Energy’s (DNRME) Vegetation
           Management Supporting Map;
      ·    The Department of Environment and Science’s Koala priority area and koala habitat area
           Map;
      ·    The Department of Environment and Science’s (DES) Wildlife Online database;
      ·    The DES Protected Plants Flora Survey Trigger Area mapping;
      ·    The Queensland Waterways for Waterway Barrier Works mapping; and
      ·    The Commonwealth Department of Agriculture, Water and the Environment’s Environment
           Protection and Biodiversity Conservation Act 1999 (EPBC Act) Protected Matters Search
           Tool.

2.2       Field Survey
A field survey was undertaken on 11 December 2020 to verify the composition and extent of native
plant species, vegetation communities and fauna habitat within the site. The field survey
methodology comprised a walking meander through the various vegetation communities within the
site whilst observations were made of the in-situ vegetation species and habitat elements including
adjoining vegetation communities and specific habitat features such as nests and tree hollows. The
survey included a targeted search for the presence of any flora species listed under the Nature
Conservation Act 1992 (NC Act) and/or the EPBC Act.




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3     DESKTOP ASSESSMENT RESULTS

3.1      General
The following sections detail the results of the desktop assessment undertaken for the site. A copy
of the desktop search results is contained within Appendix 2.

3.2      The Noosa Shire Council Planning Scheme (The Noosa Plan) 2020

3.2.1     Zone Precinct Mapping
The Noosa Plan 2020 Zone mapping indicates that the site is located within the ‘Rural Residential’
zone (refer to Plate 3).




                                 Plate 3 – Noosa Plan 2020 (Source: NSC Intramaps)




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3.2.2      Biodiversity, Waterways, and Wetlands Overlay Mapping
The Biodiversity overlay mapping layer of The Noosa Plan 2020 depicts the following overlays on
the site (refer to Plate 4):
      ·    Area of Biodiversity Significance;
      ·    MSES Environmental Values;
      ·    Waterways;
      ·    MSES Regulated Vegetation – intersecting a watercourse;
      ·    MSES Regulated Vegetation – Category R GBR riverine; and
      ·    Riparian Buffer Area.




 Plate 4 – Noosa Plan 2020 – Biodiversity, Waterways, and Wetlands Overlay mapping (Source: NSC Intramaps)

3.3       The Department of Natural Resources, Mines and Energy’s Regulated Vegetation
          Management Supporting Map
The Department of Natural Resources, Mines and Energy’s Vegetation Management Supporting
Map identifies that Category C and Category R regulated vegetation is mapped within the site (refer
to Plate 5). The regrowth vegetation contains Regional Ecosystem (RE) 12.11.10 which is described
as ‘least concern’ - Notophyll vine forest +/- Araucaria cunninghamii on metamorphics +/-
interbedded volcanics, and RE 12.11.2 which is described as ‘least concern’ - Eucalyptus saligna
subsp. saligna or E. grandis, E. microcorys, Lophostemon confertus tall open forest on
metamorphics +/- interbedded volcanics
The regulated vegetation is also mapped as containing essential habitat for the following species:
      ·    Triunia robusta - listed as ‘endangered’ under the NC Act; and
      ·    Phascolarctos cinereus (koala) - listed as ‘vulnerable’ under the NC Act and the EPBC Act.




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                  Plate 5 – Vegetation Management Supporting Map (Source: Queensland Globe)

3.4       South East Queensland Koala Conservation Strategy - Koala habitat mapping
The SEQ Koala Conservation Strategy - Koala Habitat Mapping identifies that the site is located
within a Koala Priority Area and contains Core Koala Habitat (refer to Plate 6).




                                      Plate 6 – DES Koala Habitat Area mapping

3.5       Wildlife Online database
The Wildlife Online database was queried in December 2020 using a 2km search radius. The
database identifies 218 previously recorded flora and fauna species within a 2km radius of the site,
comprised of the following:
      ·    11 amphibian species;
      ·    64 bird species;




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      ·    9 mammal species;
      ·    1 fish species;
      ·    2 reptile species; and
      ·    130 flora species.
The following conservation significant flora and fauna species have been recorded within the 2km
search extent:
Flora
      ·    Symplocos harroldii (hairy hazelwood) – listed as ‘Near Threatened’ under the NC Act; and
      ·    Triunia robusta – listed as ‘endangered’ under the NC Act and the EPBC Act.
Fauna
      ·    Calyptorhynchus lathami lathami (glossy black-cockatoo (eastern)) – listed as ‘vulnerable’
           under the NC Act;
      ·    Adelotus brevis (tusked frog) – listed as ‘vulnerable’ under the NC Act; and
      ·    Phascolarctos cinereus (koala) – listed as ‘vulnerable’ under the NC Act and the EPBC Act.

3.6       Protected Plants Flora Survey Trigger Map
The Protected Plants Flora Survey Trigger Map identifies that the vegetated areas within the east of
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

3.7       Queensland Waterways for Waterway Barrier Works GIS Layer
The Queensland Waterways for Waterway Barrier Works GIS layer indicates that the site does not
contain mapped waterways (refer to Plate 8).




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                      Plate 8 – Queensland Waterways for Waterway Barrier Works GIS layer

3.8       EPBC Act Protected Matters Search Tool
The EPBC Act Protected Matters Search Result identified that the following Matters of National
Environmental Significance (MNES) have the potential to be present within a 2km radius of the site:
      ·    The ‘critically endangered’ Lowland Rainforest of Subtropical Australia TEC;
      ·    15 listed migratory species;
      ·    13 listed threatened flora; and
      ·    28 listed threatened fauna species.
The EPBC 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.

3.9       Surrounding Habitat and Connectivity
Aerial imagery was reviewed to assess the extent of vegetation/habitat surrounding the site which
has the potential to facilitate dispersal opportunities for flora and terrestrial fauna species (refer to
Plate 9).
The surrounding landscape contains a mosaic of cleared pastureland and vegetated corridors. The
vegetation within the site exhibits direct connectivity with adjoining vegetation contained within
neighboring allotments which provide east-west movement of fauna through the local landscape.




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                Plate 9 – Surrounding habitat and connectivity (Image source: Queensland Globe)




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4     FIELD SURVEY RESULTS

4.1       General
The following sections detail the findings of the field survey undertaken on 11 December 2020, as
per the methodology described in Section 2.2.

4.2       Conservation Significant Flora Species
No species listed under the NC Act or the EPBC Act were observed within the site. All species
observed were listed as Least Concern under the NC Act and were observed to be common
throughout the local landscape.

4.3       Vegetation Communities
Two vegetation communities were observed within the site:
      ·    Vegetation Community 1 (VC1) – Regrowth notophyll vineforest; and
      ·    Vegetation Community 2 (VC2) – Open pasture with low density trees.
The distribution of the vegetation within the assessment area is shown in Figure 1 with a description
of the vegetation communities presented thereafter.




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LEGEND

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4.3.1    Vegetation Community 1 – Regrowth Notophyll Vine Forest
Vegetation Community 1 (VC1) is present within the north-west and eastern extent of the site. The
vegetation generally consists of early phase regrowth and has attained an average height of <20m.
The canopy is dominated by Acacia melanoxylon (black wattle), Commersonia bartramia (brown
kurrajong), Flindersia schottiana (bumpy ash) and Alphitonia excelsa (red ash). Crown cover
percentage is approximately 60% with the majority of canopy trees attaining an average diameter at
breast height (DBH) of approximately 150-200mm.
The mid-storey is mid-dense and contains sub-adult canopy species and additional species such as
Litsea leefeana (brown bolly gum), Guioa semiglauca (native quince), Acacia disparrima (hickory
wattle), Ficus fraseri (sandpaper fig) and the invasive species Cinnamomum camphora (Camphor
laurel). The understorey is highly degraded and dominated by the invasive species Lantana camara
(lantana).
VC1 is akin to a regrowth community containing ‘least concern’ Regional Ecosystem (RE) 12.11.10
which is described as Notophyll vine forest +/- Araucaria cunninghamii on metamorphics +/-
interbedded volcanics. Plate 10 depicts typical vegetation within VC1.




                                   Plate 10 – VC1 – Regrowth notophyll vine forest

4.3.2    Vegetation Community 2 – Open pasture with low density trees
Vegetation Community 2 (VC2) dominates the central extent of the site flanking the proposed new
building envelope. This vegetation community is characterised by periodically slashed pasture grass
with low density woody vegetation. Plate 11 depicts typical vegetation within VC2.




                                Plate 11 – VC2 – Open pasture with low density trees




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4.4       Fauna

4.4.1      Fauna Habitat Values
The observed habitat within the site includes regrowth vineforest, open pasture, ephemeral drainage
lines and several dams, all of which exhibit potential to provide suitable habitat for numerous fauna
species.
A specific fauna survey of the site was not undertaken as part of the scope of works and would be
required to confirm the specific fauna species utilising the site’s habitat. Nonetheless, inferences
about the composition of the local fauna assemblage can be drawn from local knowledge, site
conditions and database search results.
The site contains a variety of fauna habitat types and exhibits direct connectivity with offsite
vegetation which flank gullies and drainage lines. The site offers fauna species the following habitat
opportunities:
      ·    Open canopy and mid-canopy nesting sites and perches which may be used by birds and
           arboreal mammals;
      ·    Vine forest vegetation assemblages with provide numerous food sources for a range of native
           species;
      ·    Flower pollen from the mix of canopy and mid-strata species may provide a food source for
           nectivorous species including possums, gliders, flying foxes and birds;
      ·    Sun exposed areas below canopy gaps and on forest fringes may be suitable habitat for
           exothermic reptiles such as snakes, skinks, small lizards and possibly larger reptiles such as
           lace monitors;
      ·    Areas of light to heavy leaf litter have the potential to host small reptiles, amphibious species
           and may provide breeding opportunities for brush turkeys;
      ·    Ephemeral drainage lines and permanent dams which provide suitable habitat for aquatic
           and amphibian species; and
      ·    Grass and sedge groundcovers (native and exotic) have the potential to provide shelter and
           movement pathways for small terrestrial mammals as well as foraging and resting areas for
           larger macropods.
No conservation significant fauna species were incidentally observed during the site investigation.
The site does not support estuarine areas hence is unlikely to host suitable habitat for wetland
migratory bird species.




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4.4.2    Habitat for Previously Recorded Conservation Significant Fauna
Table 1 identifies the conservation significant fauna species which have been previously recorded
within a 2km radius of the site on Wildlife Online.
Table 1 – Habitat value for previously recorded conservation significant fauna species

 Previously Recorded               Preferred Habitat                      Habitat Value within the Site
 Fauna Species

 Calyptorhynchus lathami           This species prefers woodland          No Allocasuarina food trees or large
 lathami (glossy black-            areas dominated by Allocasuarina,      arboreal hollows were observed
 cockatoo (eastern)) – listed      or open sclerophyll forests and        within the site.
 as ‘vulnerable’ under the         woodlands with a stratum of
 NC Act                            Allocasuarina beneath Eucalyptus,
                                   Corymbia or Angophora (Glossy
                                   Black Conservancy 2010).

 Adelotus brevis (tusked           Inhabits wet eucalypt forest,          Potential to occur within the dams and
 frog) – listed as ‘vulnerable’    rainforest, and sometimes dry          drainage lines although no individuals
 under the NC Act                  eucalypt forest, where it can be       were heard calling during the site
                                   found in close proximity to suitable   investigations.
                                   breeding habitat such as ponds and
                                   slow-moving sections of streams).
                                   Also recorded from dams and
                                   garden ponds in urban and peri-
                                   urban       areas      (Queensland
                                   Government 2019).

 Phascolarctos cinereus            Forest and woodlands with         a    No koala food trees were observed
 (koala) – listed as               dominance of koala food trees.         within the site.
 ‘vulnerable’ under the NC
 Act and the EPBC Act

The field investigations did not incidentally identify the presence of any conservation significant fauna
species previously recorded on Wildlife Online and identified in Table 1.




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5     DEVELOPMENT IMPACTS AND MITIGATION

5.1      Flora and Vegetation Communities

5.1.1     Impacts
5.1.1.1 Removal of Native Vegetation
A small amount of vegetation within the mapped Area of Biodiversity Significance and MSES
Regulated Vegetation (Category R GBR Riverine) overlay may be impacted by the upgrade of the
existing driveway. Existing vegetation in the vicinity of the driveway consists of predominantly planted
ornamental tree species of both native and exotic origins. Species observed include Jacaranda
mimosifolia (Jacaranda), Pinus elliotii (slash pine), Araucaria cunninghamii (hoop pine),
Castanospermum australe (black bean) and ornamental Cyperus pines (exotic). At present, it is
difficult to quantify the precise extent of individual trees which may be impacted by the proposed
earthworks in the absence of a detailed tree survey and an arborist assessment. Preliminary
estimates indicate that potentially up to 500m2 of vegetation adjacent to the driveway may be directly
cleared or indirectly impacted by the works (e.g., impacted by placement of fill over structural root
zone).
No direct clearing of vegetation contained within any mapped overlays is required for the proposed
position of the nominated building envelope (BLE) for Lot 2, however if approved, new exempt
clearing rights could potentially be introduced applicable to new buildings constructed within the
nominated building envelope. A Bushfire Hazard Assessment and Management Plan (BHAMP) has
been prepared by NCES and submitted concurrently with this application. The BHAMP has identified
that the only hazardous vegetation in proximity to the proposed BLE is located offsite approximately
170m to the west of the BLE. The BHAMP does not prescribe the requirement for any additional
Asset Protection Zone to be implemented around the proposed Lot 2 BLE which is immediately
surrounded by cleared areas and low hazard regrowth notophyll vine forest vegetation. Therefore,
if the application were to be approved, additional exempt clearing rights associated with the new
BLE would be expected to be minor only and generally only considered ‘reasonably necessary’ for
storm damage protection rather than bushfire protection.
Similarly, if approved, new exempt clearing rights of up to 10m width would be created to manage
the new internal allotment boundary fencing and access.
Figure 2 portrays the anticipated degree of impact to the NSC mapped biodiversity resources on the
site.

5.1.2     Mitigation Measures
The Plan of development has been designed to minimise any impacts to vegetation contained within
the site. The proposed BLE and new internal allotment boundary have been located within existing
cleared areas characterised by mown grass with a small number of individual trees generally
associated with amenity plantings around the existing dwelling. No clearing impacts to the field
validated extent of the VC1 regrowth notophyll vine forest community will arise as a result of the
proposed development. Whilst some minor impact to planted exotic and native ornamental tree
species may arise as a result of the construction of the upgraded access driveway, impacts will be
relatively minor and can be reduced by engagement of a suitably qualified arborist to assess the
trees in immediate proximity of the proposed works and retain adjoining trees where deemed safe
to do so.
In addition, the extent of the regrowth notophyll vine forest vegetation within both Lot 1 and Lot 2 is
proposed to be registered under a conservation covenant and a weed control program enacted to
enhance and protect the ecological values contained within this vegetation community. This initiative
represents a highly positive ecological outcome associated with the application. The details of this
initiative are proposed to be presented with the future OPW application for the project.




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5.2       Fauna

5.2.1      Impacts
The proposed development will necessitate a very small amount of impact to fauna habitat in the
context of the site and the habitat available in the local landscape. Individual tree species potentially
impacted by the upgrade of the access driveway have limited habitat potential for fauna species
hence the impacts to fauna species are expected to be low.
The impacts to fauna species primarily relate to the following:
      ·    Removal of individual tree species occurring within proximity to the proposed access
           driveway;
      ·    Potential injury or death of individual fauna species during vegetation clearing; and
      ·    Site intensification which has the potential to increase long term impacts to fauna associated
           with introduction of domestic pets, reduced nocturnal habitat/foraging suitability via
           introduction of artificial lighting of external buildings environs.

5.2.2      Mitigation Measures
The impact of the proposed clearing to fauna is proposed to be mitigated/minimised by:
      ·    The presence of a suitably licensed and experienced fauna spotter catcher on site during any
           individual tree clearing.




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6     LEGISLATION AND OVERLAYS

6.1      Local Government

6.1.1     Noosa Council Planning Scheme 2020 – Biodiversity Overlay
Table 2 describes the proposal’s compliance with the Specific Outcomes and associated Probable
Solutions of the Code as detailed in Part 8 Overlays, Table 8.2.2.3 of the Noosa Plan 2020. Overall,
the proposed development has been determined to be compliant subject to Councils acceptance of
minor impacts to planted vegetation within the mapped Area of Biodiversity Significance and MSES
Regulated Vegetation (Category R GBR Riverine) overlay and the mitigation strategies proposed to
mitigate these impacts.




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TABLE 2 – BIODIVERSITY, WATERWAYS AND WETLANDS OVERLAY CODE TABLE 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 the physical and               Ecologically important areas are conserved or improved to ensure their ongoing contribution     VC1 (regrowth notophyll vine forest) as spatially defined in Figure 1, is
 ecological integrity and biodiversity of ecologically important areas       to the natural resources and biological diversity of Noosa Shire.                               considered an ecologically important area. The full extent of VC1 is proposed
 through protection of:                                                                                                                                                      to be retained within conservation covenants. These measures are intended to
     a) existing habitat areas and ecological linkages; and                  AND                                                                                             protect the ecological function of VC1 in perpetuity therefore ensuring this area
     b) existing riparian vegetation, waterways and wetland habitat                                                                                                          maintains an ongoing contribution to the natural resources and biological
         values                                                              AO1.2                                                                                           diversity of Noosa Shire.
                                                                             Buildings, structures and associated works are located within existing cleared areas or areas
                                                                             of lowest ecological value.                                                                     AO1.2
                                                                                                                                                                             The proposed Lot 2 BLE has been positioned in a cleared maintained area with
                                                                             AND                                                                                             scattered native trees (VC2).

                                                                             AO1.3                                                                                           AO1.3
                                                                             Where constructing a dwelling house or community residence, buildings and associated            The proposed Lot 2 BLE is not located on land identified as an area of
                                                                             structures are not located on land identified as an area of biodiversity significance on a      biodiversity significance on the Biodiversity, Waterways and Wetlands Overlay
                                                                             Biodiversity, Waterways and Wetlands Overlay Map.                                               Map (refer to Figure 2).
                                                                             or
                                                                             Clearing vegetation (other than for a driveway access) does not extend beyond—
                                                                                 · 30 metres of a habitable building or 10 metres of a class 10 structure on lots greater
                                                                                     than 10 hectares; or
                                                                                 · 10 metres of a habitable building or class 10 structure on lots 10 hectares or less but
                                                                                     more than 3,000m2; or
                                                                                 · 3 metres of a habitable building or class 10 structure on lots 3,000m2 or less.

                                                                             AND                                                                                             A01.4 The proposed new internal allotment boundary intersects the mapped
                                                                                                                                                                             Area of Biodiversity Significance and MSES Regulated Vegetation (Category R
                                                                             AO1.4                                                                                           GBR Riverine) overlay. New exempt boundary clearing rights to 10m width
                                                                             Clearing of vegetation for a boundary fence does not extend beyond 5 metres either side of      either side of the boundary will be introduced. However, the vegetation within
                                                                             the fence.                                                                                      this area consists of planted ornamental species of both native and exotic origin
                                                                                                                                                                             and are not representative of an ecologically important area. No new
                                                                                                                                                                             boundaries are proposed within the field validated extent of the regrowth
                                                                                                                                                                             notophyll vine forest (VC1) which is an ecologically important area.


 Reconfiguring of a lot
 PO2                                                                         AO2                                                                                             A02
 New lots are only created if they maintain ecological linkages and          Where clearing vegetation for the purpose of Reconfiguring a Lot—                               a) The proposed new internal allotment boundary has been located external of
 minimise the clearing of vegetation.                                           a) new boundaries to lots do not transect and fragment existing native vegetation;           all areas of field validated regrowth notophyll vine forest (VC1) which is
                                                                                b) new lots are created to allow for suitable building envelopes for future buildings and    representative of an ecologically important area.
                                                                                    works to be located within existing cleared areas or areas of low ecological value;      b) The proposed BLE is located within an existing cleared area of low ecological
                                                                                c) building envelopes are designated for each lot; and                                       value.
                                                                                d) ecological linkages and ecologically important areas are secured by environmental         c) A building envelope has been nominated within Lot 2.
                                                                                    covenant or transferred to public ownership or through gazettal of a nature reserve.     d) The identified ecologically important areas on the site are proposed to be
                                                                                                                                                                             secured within conservation covenants.

 Management of Impacts
 PO3                                                                         AO3.1                                                                                           AO3.1 – Clearing of vegetation cannot be practicably avoided however has
 Development is designed and sited to manage adverse impacts on              Where clearing of vegetation cannot be practicably avoided, the development:                    been highly minimised. The development:
 ecologically important areas by:                                               a) ensures the design and siting limits the loss of vegetation to the smallest extent        a) locates the Lot 2 BLE in a cleared area and the proposed new boundary does
 a) minimising the total footprint within which all activities, buildings,          possible;                                                                                not transect an ecologically important area. A small number of planted
 structures driveways and other works are contained;                            b) protects and retains ecological values and ecosystem processes to the greatest            ornamental trees are likely to require removal to construct the access driveway.
 b) locating development in existing cleared areas or areas of low                  extent possible within and adjacent to the site;                                         There is not alternative site to locate the access driveway which would reduce
 ecological value over other areas to the greatest extent possible; and         c) provides measures to allow for safe movement of fauna through the site; and               the amount of vegetation required to be cleared.
 c) incorporating siting and design measures to protect and retain              d) provides suitable habitat replacement and replanting in accordance with PSP3              b) The identified ecologically important areas on the site are proposed to be
 ecological values and ecosystem processes within or adjacent to the                Ecological Assessment Guidelines.                                                        secured within conservation covenants.
 development site; and                                                                                                                                                       c) The proposed development will not impact or impede fauna movement
 d) where adverse impacts have been minimised, any residual                                                                                                                  through the site.
 impacts on ecological values are compensated for through suitable                                                                                                           d) Only a small amount of low value habitat removal is required as part of the
 habitat replacement and replanting on site in the first instance or in a                                                                                                    development. It is considered that protection of the better quality habitat




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 way that results in a net gain and enhancement of the overall habitat                                                                                                     contained within the regrowth vineforest will more than mitigate against the
 values of Noosa Shire.                                                                                                                                                    minor impacts proposed.
                                                                          AO3.2
                                                                          Habitat trees, recruitment habitat trees, and roosting, breeding and feeding areas are           AO3.2 – No significant habitat trees for native fauna were identified within the
                                                                          protected for native fauna habitat.                                                              site.
 PO4                                                                      AO4.1                                                                                            AO4.1 - A Vegetation Management Plan that details, as a minimum, the
 Development provides for effective measures during construction          Vegetation is protected from disturbance or damage from construction and operation               protection measures listed in AO4.1 should be produced by the applicant for
 and operation to protect ecological values including:                    activities by:                                                                                   the future Operational Works application and can be conditioned by Council
 a) avoiding disturbance to or clearing of vegetation in and within the       a) clearly marking trees to be retained with flagging tape;                                  with an RoL approval.
 vicinity of the site;                                                        b) installing protective fencing around the dripline of the vegetation and avoid filling
 b) managing habitat disturbance and physical harm to fauna from                    and excavating in these fenced areas;
 noise, vibration, dust, light, dewatering or excavating; and                 c) ensuring stockpiling, storage and vehicle parking occurs outside the identified
 c) avoiding clearing in areas where erosion or slippage could occur.               vegetation areas; and
                                                                              d) using low impact construction techniques around vegetation.

                                                                          AO4.2                                                                                            AO4.2 – All existing regrowth vegetation within the site will continue to form a
                                                                          Vegetation which is capable of forming or contributing to a buffer between different land        buffer between the site and adjacent land uses.
                                                                          uses or a buffer against pollution, light spillage or noise is retained.

                                                                          AO4.3
                                                                          Lighting associated with development:                                                            AO4.3 - Lighting associated with development shall comply with AO4.3 and can
                                                                              a) does not contribute an unacceptable level of illuminance (greater than 1 lux) for light   be conditioned with an approval.
                                                                                  sensitive species within or at the boundary of an ecologically important area; and
                                                                              b) does not contribute to an unacceptable level of illuminance on landward horizons          b) N/A
                                                                                  along coastal areas and known marine turtle nesting beaches.

                                                                          AO4.4                                                                                            AO4.4 – A small amount of vegetation is to be cleared to construct the upgraded
                                                                          Clearing of vegetation does not involve clearing that may cause or contribute to hillslope       access driveway. It is not anticipated that removal of this vegetation is likely to
                                                                          erosion, bank erosion, or slippage.                                                              cause or contribute to hillslope erosion, bank erosion, or slippage as the civil
                                                                                                                                                                           engineering works have been designed to prevent erosion without the reliance
                                                                                                                                                                           on vegetation.
 Connectivity
 PO5                                                                      AO5                                                                                              The development does not propose any significant volume of vegetation
 Development is designed and operated to maintain and enhance             Development is designed and operated to maintain ecological linkages and maximise                clearing. The small amount of vegetation impacted as a result of the driveway
 connectivity between and across ecologically important areas and         opportunity for connectivity and the movement of fauna by:                                       upgrade will be considered minor in the context of the retained extent of
 connecting habitat and support unimpeded and safe movement of               a) ensuring protection of wildlife refuges;                                                   vegetation within the site and the surrounding landscape. The development will
 terrestrial and aquatic fauna.                                              b) maintaining vegetation in patches of the greatest possible size and within the             not clear ecologically important areas and therefore will maintain connectivity
                                                                                 smallest possible edge-to-area ratio;                                                     between and across ecologically important areas and connecting habitat and
                                                                             c) enhancing connectivity through planting and rehabilitation works, including across         support unimpeded and safe movement of terrestrial and aquatic fauna.
                                                                                 property 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 The development does not represent potential to clear vegetation within
 The biodiversity and ecosystem values of waterways, drainage lines,      Development and clearing of vegetation does not occur within:                                    the following:
 wetlands and adjacent riparian zones are protected by:                      a) a riparian buffer area;                                                                        a) a riparian buffer area;
     a) avoiding any new development in a riparian buffer area and           b) a wetland area; or                                                                             b) a wetland area; or
        wetland area;                                                        c) 10 metres either side of the centre line of other waterways identified on a                    c) 10 metres either side of the centre line of other waterways identified
     b) retaining aquatic and terrestrial habitat in riparian zones;             Biodiversity, Waterways and Wetlands Overlay Map.                                                  on a Biodiversity, Waterways and Wetlands Overlay Map.
     c) maintaining and enhancing wildlife corridors and connectivity
        along watercourses and drainage lines for native fauna            AO6.2
        movement;                                                         Development provides for the rehabilitation of land within:                                      AO6.2 – Compliance with AO6.2 can be set as a condition of approval.
     d) avoiding edge effects and damage from adjacent land uses;            a) a riparian buffer area;
     e) maintaining stream integrity and bank stability by minimising        b) a wetland area; and
        bank erosion and slumping;                                           c) 10 metres either side of the centre line of any other waterway identified on a
     f) maintaining water quality through filtering sediments,                   Biodiversity, Waterways and Wetlands Overlay Map.
        nutrients and other pollutants; and




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      g) removing pest species and replacing them with local native        AO6.3
         species.                                                          Recreational facilities (e.g. playgrounds, pergolas, barbeques) are setback a minimum of 10    AO6.3 N/A. No public recreational facilities are proposed.
                                                                           metres from the top of the bank of a waterway.

                                                                           Editor’s Note—Setbacks to waterways for certain uses and 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                                                                                          AO8.1
 Development on land adjacent to a waterway or wetland maintains           Development adjacent to a waterway or wetland provides that:                                   a) The extent of Lot 2 is located external of the riparian buffer area and dense
 appropriate extent of public access to waterways and wetlands and            a) no new lots directly back onto a riparian buffer area; and                               VC1 regrowth notophyll vine forest separates the BLE on Lot 2 from the riparian
 minimises edge effects.                                                      b) new public roads are located between a riparian buffer area or riparian zone and         buffer area located offsite to the north and onsite to the east.
                                                                                  the proposed development area.                                                          b) No new public roads are proposed.
 Surface and ground water hydrology
 PO9                                                                       AO9.1                                                                                          The development is not proposing activities which are likely to affect natural
 Development ensures that the natural surface water and ground             Development does not impact on the natural surface water or groundwater hydrologic             surface water or groundwater hydrologic regimes.
 water hydrologic regimes of waterways, wetlands and hydrologically-       regimes and this is facilitated by:
 sensitive plant communities are not adversely impacted.                       a) avoiding or minimising channelization, redirection or interruption of flow;
                                                                               b) avoiding groundwater extraction;
 Editor's Note—Groundwater dependent ecosystems are identified on              c) maintaining groundwater recharge and discharge processes;
 Queensland Government Wetland Info mapping.                                   d) maintaining natural groundwater fluctuations;
                                                                               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 rehabilitation are proposed to
 Development provides for ecologically important areas to be restored      Landscaping and rehabilitation complements and supports ecologically important areas by:       comply with AO10.1 as demonstrated in a Covenant Area Management Plan
 and enhanced through:                                                        a) utilising local native species;                                                          to be prepared for the application at OPW stage.
    a) designing landscaped areas to complement and enhance                   b) utilising suitable plant species identified in PSP2 Landscaping;
        existing vegetation and ecological linkages;                          c) restoring degraded ecosystems to achieve a functional ecosystem state that
    b) removing species likely to displace native flora species or                requires minimal human intervention;
        degrade fauna habitat;                                                d) replicating adjacent remnant habitats of the same type, including the understorey
    c) replanting and rehabilitating degraded habitat;                            vegetation;
    d) replacing any vegetation removed with suitable local native            e) creating or enhancing linkages between existing habitats;
        species;                                                              f) avoiding the use of pest plant species listed in PSP2 - Landscaping;
    e) providing for fauna habitat; and                                       g) planting riparian zones to filter stormwater run-off, stabilise soil and provide for
    f) avoiding the planting of pest plant species.                               wildlife habitat; and
                                                                              h) providing ground and arboreal structures for fauna, which may include ground
                                                                                  depressions, rocks, hollows, nesting boxes and in-stream habitat.

                                                                           AO10.2                                                                                         AO10.2 – Compliance with AO10.2 can be set as a condition of approval.
                                                                           Vegetation cleared is replaced with:                                                           Sufficient cleared and unencumbered land is available within the site to enable
                                                                              a) plantings of equivalent area that replicate the floristic structure of the vegetation    any replacement planting to be accommodated.
                                                                                   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
 PO11                                                                      AO11.1                                                                                         AO11.1 – No koala habitat occurs within the site. The development does not
 Development is designed, constructed and operated to—                     Development design complies with the Koala Sensitive Design Guideline: A guide to koala        generate unacceptable impact on existing koala movement opportunities
    a) protect and enhance koalas and koala habitat and avoid              sensitive design measures for planning and development activities                              through the site and between patches of offsite suitable koala habitat.
        adverse impacts;
    b) provide measures to assist the survival of koala populations
        in the area to mitigate any potential threats or risk to koalas;
                                                                           AO11.2




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      c) provide for safe and appropriate koala movement across the        Development incorporates revegetation and landscaping that provides food, shelter and           AO11.2 – The site does not contain existing suitable koala habitat, however
         landscape; and                                                    movement opportunities for koalas                                                               rehabilitation can incorporate koala habitat trees if required by Council.
      d) provide for a net gain in mature and actively regenerating
         koala habitat.                                                    AO11.3
                                                                           Development is designed to maximise and enhance connectivity between koala habitat
 Editor's Note—Koala habitat mapping is in Schedule 2 Mapping.             trees and ensure safe koala movement.                                                           AO11.3 – Development has been maximised in the cleared open areas of the
                                                                                                                                                                           site with any available koala movement opportunities to be maintained via
 Editor's Note—The Planning Regulation 2017, schedule 10 states            AO11.4                                                                                          retention of existing vegetated areas.
 that development that interferes with koala habitat, in an area that is   During construction, measures are incorporated to not increase the risk of death or injury to
 both a koala priority area and a koala habitat area, is prohibited        koalas, by including koala movement measures, as defined in the Planning Regulation 2017        AO11.4 - A fauna spotter/catcher is recommended to be present during any
 development (subject to the exceptions stated in schedule 10 of the                                                                                                       future clearing activities to satisfy the duty of care requirements under the
 Planning Regulation 2017).                                                                                                                                                Nature Conservation (Animals) Regulation 2020. Compliance with AO11.4 can
                                                                                                                                                                           be set as a condition of approval
 Editor's Note- These performance outcomes and acceptable
 outcomes apply to:

 a) development on land in a koala priority area, where the
 development does not interfere with koala habitat and where the
 benchmarks are additional to and not inconsistent with, the
 assessment benchmarks stated in schedule 11, part 2 of the
 Planning Regulations 2017; and
 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 and Management Plan has been prepared that
 Bushfire management measures are adopted based on ecological                                                                                                              incorporates the principles of PO12.
 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 as per AO13.1 (where
 The scenic amenity and vegetated character of the landscape is            Vegetation is retained:                                                                         applicable).
 protected by retaining vegetation:                                           a) on and within 30 metres of prominent ridgelines and on sloping sites;
     a) along and around watercourses and drainage lines;                     b) in gullies;
     b) on steep slopes and ridgelines;                                       c) along watercourses and drainage lines;
     c) along the major road network; and                                     d) within 10 metres of the major road network; and
     d) that forms coastal vistas to and from beaches.                        e) along the front coastal dune system.




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6.2      State Government

6.2.1     DNRME Remnant Regional Ecosystems
DNRME’s Vegetation Management Supporting Map identifies Category C (High Value Regrowth)
and Category R (Reef Regrowth) regulated vegetation within the site. As no Category B (Remnant
Vegetation) is mapped within the site, the application does not require referral to SARA for
assessment against State Code 16 – Native Vegetation Clearing.

6.2.2     Nature Conservation (Koala) Conservation Plan 2017 and SDAP State Code 25
          Development in South East Queensland koala habitat areas
The removal of Koala Habitat Areas in mapped Koala Priority Areas is prohibited development under
Schedule 10 Part 10 Division 2 of the Planning Regulation 2017.
The site is located within the Koala Priority Area and no direct clearing of the mapped Koala Habitat
Area in the east of the site is proposed. The Lot 2 BLE has been located a minimum of approximately
50m from the mapped Core Koala Habitat Area and the new proposed internal allotment boundary
has been located a minimum of 15m from the mapped Core Koala Habitat Area.
Where a development proposal within a Koala Priority Area does not require the removal of koala
habitat, assessment under Schedule 11, Part 2 of the Planning Regulation 2017 is required.
Table 3 – Assessment benchmarks — Development on premises in koala priority areas not
interfering with koala habitat

 Assessment Benchmarks                                       Response
 (1) The following matters are assessment                    The development retains the extent of mapped KHA
 benchmarks for the development:                             on the site and includes a BLE on Lot 2 located
 (a) the development provides, on the premises, the          approximately 50m from the mapped Koala Habitat
 safe koala movement measures necessary to                   Area to the east of the site hence does not impede
 maximise the safe movement of koalas:                       movement potential within and between the KHA’s
   (i) within a koala habitat area on the premises;          located to the north and south of the site .
   and
   (ii) between a koala habitat area on the premises
   (the first area) and a koala habitat area or
   ecological corridor within 200m of the first area;
 (b) either:
   (i) each building, structure or works associated
   with the development is at least 50m from a koala
   habitat area; or
   (ii) the development complies with each of the
   criteria stated in subsection (2).

 (2) For subsection (1)(b)(ii), the criteria are as
                                                             (a) No change to the condition of the soil is expected
 follows:
                                                             to impact Koala Habitat Areas as a result of the
                                                             development. The Lot 2 BLE is positioned
 (a) any change to the condition of soil as a result
                                                             approximately 50m from the nearest KHA
 of the development does not adversely affect a
 koala habitat area;
 Examples of changes to the condition of soil:
 • the addition of nutrients to the soil
 • the erosion of the soil
 • the compaction of the soil

 (b) any alteration of hydrological flows as a result        (b) The development is not expected to affect
 of the development does not adversely affect a              hydrological flows present within the site.
 koala habitat area;

 (c) any landscaping associated with the                     (c) The development proposal does not include
 development that involves planting non-native               landscape works. Council can restrict the inclusion of



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 Assessment Benchmarks                                       Response
 vegetation does not adversely affect a koala                non-native plants within landscaping as a condition of
 habitat area;                                               approval.
                                                             (d) The development proposal is not expected to
 (d) the development does not adversely affect a
                                                             increase the existing opportunities for weed growth
 koala habitat area by resulting in the increased
                                                             within the site. The vegetation to be retained is to be
 growth or spread of weeds in the koala habitat
                                                             placed under conservation covenant and a
 area;
                                                             rehabilitation plan enacted to reduce weeds within the
                                                             site.
 (e) a building, structure or works associated with
 the development is located to minimise the                  (e) The Lot 2 BLE is located approximately 50m from
 amount of vegetation required to be cleared for             the mapped extent of the Koala Habitat Area and
 safety purposes.                                            therefore will not introduce new exempt clearing
                                                             opportunities into the Koala Habitat Area for safety
 Examples of clearing for safety purposes:                   purposes.
 clearing for a fire break or to reduce risks from
 falling branches.

6.2.3     Nature Conservation Act 1992
6.2.3.1 Protected Plants Flora Survey Trigger Map
The Protected Plants Flora Survey Trigger Map identifies that the vegetation within the eastern site
extent is mapped as a ‘high risk area’ prescribed under the Nature Conservation (Plants) Regulation
2020). No impacts are proposed to any vegetation within the mapped extent of the high risk area
and therefore an exempt clearing notification and/or clearing permit is not required under the Nature
Conservation Act 1992.
6.2.3.2 Fauna
A fauna spotter/catcher is recommended to be present during any future clearing activities 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 DES’s Species Management Program – low risk of impacts. Where active breeding
habitat for Conservation Significant fauna (including Special Least concern animals or colonial
breeding species) is observed, the applicant will be required to prepare and submit a DES compliant
Species Management Program – High risk of impacts for approval prior to clearing commencing.

6.3      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 clearing 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 at this time.




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7     CONCLUSIONS AND RECOMMENDATIONS

7.1       Conclusion
A desktop and field investigation have been undertaken to determine the environmental values
present within Lot 2 on RP131369, located at 108 Black Mountain Range Road, Black Mountain.
The outcomes of the desktop and field investigations identified the following:
      ·    The site supports local and State level biodiversity values.
      ·    Areas within the site are mapped within the Noosa Plan 2020 Biodiversity, waterways, and
           wetlands overlay map as containing the following overlays:
            o Areas of Biodiversity Significance;
            o MSES Environmental Values;
            o Waterways;
            o MSES Regulated Vegetation – intersecting a watercourse;
            o MSES Regulated Vegetation – Category R GBR riverine; and
            o Riparian Buffer Area.
      ·    Two vegetation communities were observed within the site:
            o Vegetation Community 1 (VC1) – Regrowth notophyll vine forest; and
            o Vegetation Community 2 (VC2) – Open pasture with low density trees.
The application has been assessed against several assessment frameworks and determined to be
compliant as follows:
      ·    The Noosa Plan 2020, Overlay Code 8.2.2 Biodiversity, Waterways and Wetlands Overlay
           Code – Compliant subject to Councils acceptance of minor impacts to planted vegetation
           within the mapped Area of Biodiversity Significance and MSES Regulated Vegetation
           (Category R GBR Riverine) overlay and the mitigation strategies proposed to mitigate against
           these impacts.
      ·    Nature Conservation Act 1992 – Compliant.
      ·    Vegetation Management Act 1999 and the associated State Code 16: Native Vegetation
           Clearing – Compliant - No referral required.
      ·    Nature Conservation (Koala) Conservation Plan 2017 - Schedule 11, Part 2 of the Planning
           Regulation 2017 – Proposed development complies with the Assessment Benchmarks.
      ·    Environmental Protection and Biodiversity Conservation Act 1999 – Generally compliant. No
           significant impacts anticipated to threatened flora of fauna species or threatened ecologically
           communities.

7.2       Recommendations
The following recommendations are set to reduce the environmental impact of the proposal:
      ·    A suitably qualified and experienced arborist is engaged to assess the risk to native
           vegetation within the mapped Area of Biodiversity Significance and MSES Regulated
           Vegetation (Category R GBR Riverine) overlay posed by the proposed driveway upgrade.
           Individual trees over 150mm DBH within 15m of the proposed earthworks should be
           assessed to satisfy AS4970-2009. Where earthworks occur within Tree Protection Zones, an
           arborist supervision and certification must be undertaken;
      ·    A suitably qualified and experienced fauna spotter/catcher is present during any vegetation
           clearing; and
      ·    Conservation covenants be registered over the VC1 regrowth notophyll vine forest areas
           defined in Figure VC01.



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8    REFERENCES

Department of Environment and Science (2019) Flora Survey Guidelines – Protected Plants. Wildlife
and Threatened Species Operations, Department of Environment and Science, Brisbane.
Department of the Environment and Energy (2019). Species Profile and Threats Database,
Department of the Environment, Canberra. Available from: http://www.environment.gov.au/sprat.
Noosa Council, 2020. The Noosa Plan 2020, Overlay Code 8.2.2 Biodiversity, Waterways and
Wetlands Overlay Code.




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APPENDIX 1 – DEVELOPMENT APPLICATION DRAWINGS




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                                           22.3      1 1 .3        5.
                                                                     6
                                                                                 Emt A in Lot 1                                                                                                          4.38ha
                             8. 5




                                                                    2 1 .1
                           oad




                                              60.7                                1151m²




                                                                                                                                                                                                                                                                                                                                                106.9
                                                                                                                                                                                                           (530)




                                                                                                                                                                                      3RP131369




                                                                                                                                                                                    36RP897845
 Notes.
 1.Boundaries are compiled from the DCDB and have not been surveyed in the preparation
 of this plan. Areas and dimensions may therefore vary on survey.
 2. Emt A is for access and services.

Client:                                                                                    Horizontal Datum:                                                    Drawing Number:                                                                     Surveyed/Checked:                                                  103 Wrigley St (Cnr Sugar Rd)
                    TOTAL CONCEPT HOMES                                                                                    MGA 56 vide DCDB
                                                                                                                                                                                                        208516-03-01                                                                                                   PO Box 5774
                                                                                           Vertical Datum:                 N/A                                                                            Sheet no.1 of 1 sheets.                   Drawn/Checked:        JPG/ENW                                      MAROOCHYDORE BC QLD 4558
Drawing Title:
                                    PROPOSAL PLAN                                          Co-Consultants:                                                      Rev          Date      Description                                                  Date:                 16/12/2020                                   (P) 07 5479 5311
                                                                                                                                                                                                                                                                                                                       (E) [email protected]
Site Description:                                                                          Alta Projects                                                                                                                                            Scale:                1:1500 at A3                                 (W) www.cadcon.com.au
                    Reconfiguration of Lot 2 on RP131369 into 2 Lots
                                                                     North Coast Environmental Services
            at 108 Black Mountain Range Rd, BLACK MOUNTAIN                                                                                                                                                                                      0                    50           70     ACN 098 201 828 Part of CadCon International Pty Ltd
                                                                                           Tectonic Geotechnical and Environmental Engineers

Page 69

Ecological Assessment Report v1                                     NCES Ref: J000669
Lot 2 on RP131369 – 108 Black Mountain Range Road, Black Mountain



APPENDIX 2 – DESKTOP SEARCH RESULTS




© 2021                                                      32

Page 70

Department of Resources




For Lot: 2 Plan: RP131369

 Current as at 09/12/2020


[OCR of page images]
Department of Resources

Vegetation management report

 

For Lot: 2 Plan: RP131369

Current as at 09/12/2020

   

Queensland
Government

Page 71

This publication has been compiled by Operations Support, Department of Resources.

© State of Queensland, (2020)

The Queensland Government supports and encourages the dissemination and exchange of its information. The copyright in
this publication is licensed under a Creative Commons - Attribution 4.0 International (CC BY) licence.

Under this licence you are free, without having to seek our permission, to use this publication in accordance with the licence
terms.


You must keep intact the copyright notice and attribute the State of Queensland as the source of the publication.

Note: Some content in this publication may have different licence terms as indicated.

For more information on this licence, visit https://creativecommons.org/licenses/by/4.0/

The information contained herein is subject to change without notice. The Queensland Government shall not be liable for
technical or other errors or omissions contained herein. The reader/user accepts all risks and responsibility for losses,
damages, costs and other consequences resulting directly or indirectly from using this information.




Vegetation management report, Department of Resources, 2020                                                         Page 2

Page 72

Recent changes
Updated mapping
Updated vegetation mapping was released on 6 April 2020 and includes the most recent Queensland Herbarium scientific
updates to the Regulated Vegetation Management Map, regional ecosystems, wetland, high-value regrowth and essential
habitat mapping.

Improvements to the format of the report were made in July 2020 to more clearly delineate the three regulatory frameworks of
vegetation management, protected plants and koala habitat protection. The Vegetation Management Pre-clear Regional
Ecosystem map was also removed from the Vegetation Management Report but can still be requested as a separate map.

Overview
Based on the lot on plan details you have supplied, this report provides the following detailed information:
Property details - information about the specified Lot on Plan, lot size, local government area, bioregion(s), subregion(s) and
catchment(s);

Vegetation management framework - an explanation of the application of the framework and contact details for the
Department of Resources who administer the framework;

Vegetation management framework details for the specified Lot on Plan including:
     • the vegetation management categories on the property;
     • the vegetation management regional ecosystems on the property;
     • vegetation management watercourses or drainage features on the property;
     • vegetation management wetlands on the property;
     • vegetation management essential habitat on the property;
     • whether any area management plans are associated with the property;
     • whether the property is coastal or non-coastal; and
     • whether the property is mapped as Agricultural Land Class A or B;

Protected plant framework - an explanation of the application of the framework and contact details for the Department of
Environment and Science who administer the framework, including:
      • high risk areas on the protected plant flora survey trigger map for the property;

Koala protection framework - an explanation of the application of the framework and contact details for the Department of
Environment and Science who administer the framework; and

Koala protection framework details for the specified Lot on Plan including:
      • the koala district the property is located in;
      • koala priority areas on the property;
      • core and locally refined koala habitat areas on the property;
      • whether the lot is located in an identified koala broad-hectare area; and
      • koala habitat regional ecosystems on the property for core koala habitat areas.


This information will assist you to determine your options for managing vegetation under:
- the vegetation management framework, which may include:
       • exempt clearing work;
       • accepted development vegetation clearing code;
       • an area management plan;
       • a development approval;

- the protected plant framework, which may include:
       • the need to undertake a flora survey;
       • exempt clearing;
       • a protected plant clearing permit;

- the koala protection framework, which may include:
       • exempted development;
       • a development approval;
       • the need to undertake clearing sequentially and in the presence of a koala spotter.

Vegetation management report, Department of Resources, 2020                                                        Page 3

Page 73

Other laws
The clearing of native vegetation is regulated by both Queensland and Australian legislation, and some local governments
also regulate native vegetation clearing. You may need to obtain an approval or permit under another Act, such as the
Commonwealth Government's Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act). Section 8 of this
guide provides contact details of other agencies you should confirm requirements with, before commencing vegetation
clearing.




Vegetation management report, Department of Resources, 2020                                                   Page 4

Page 74

    1. Property details
                                                    Table of Contents
                          . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
                   1.1 Tenure and title area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
                   1.2 Property location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
    2. Vegetation management framework (administered by the Department of Resources (DoR)) . . . . . . . . . . . . . . . . . . . . . 7
                   2.1 Exempt clearing work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
                   2.2 Accepted development vegetation clearing codes         . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
                   2.3 Area management plans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
                   2.4 Development approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
                   2.5. Contact information for DoR     . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8
    3. Vegetation management framework for Lot: 2 Plan: RP131369 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
                   3.1 Vegetation categories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
                   3.2 Regional ecosystems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
                   3.3 Watercourses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
                   3.4 Wetlands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
                   3.5 Essential habitat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
                   3.6 Area Management Plan(s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
                   3.7 Coastal or non-coastal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
                   3.8 Agricultural Land Class A or B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
    4. Vegetation management framework maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
                   4.1 Regulated vegetation management map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
                   4.2 Vegetation management supporting map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
                   4.3 Coastal/non-coastal map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
                   4.4 Agricultural Land Class A or B map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
    5. Protected plants framework (administered by the Department of Environment and Science (DES))             . . . . . . . . . . . . . . . . 19
                   5.1 Clearing in high risk areas on the flora survey trigger map    . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
                   5.2 Clearing outside high risk areas on the flora survey trigger map . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
                   5.3 Exemptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
                   5.4 Contact information for DES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
                   5.5 Protected plants flora survey trigger map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
    6. Koala protection framework (administered by the Department of Environment and Science (DES))             . . . . . . . . . . . . . . . . 22
                   6.1 Koala mapping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
                   6.2 Koala habitat planning controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
                   6.3 Koala Conservation Plan clearing requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
                   6.4 Contact information for DES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
    7. Koala protection framework details for Lot: 2 Plan: RP131369 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
                   7.1 Koala districts   . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
                   7.2 Koala priority area, koala habitat area and identified koala broad-hectare area map . . . . . . . . . . . . . . . . 25
                   7.3 Koala habitat regional ecosystems for core koala habitat areas . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
    8. Other relevant legislation contacts list . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27




Vegetation management report, Department of Resources, 2020                                                                          Page 5


[OCR of page images]
Table of Contents

1. Property details ©... ee 6
1.1 Tenure andtitle area... ee 6
1.2 Property location. © 2... ee 6
2. Vegetation management framework (administered by the Department of Resources (DOR))............2-.0 000004 7
2.1 Exempt clearing work . 2 2 6 1. ee 7
2.2 Accepted development vegetation clearing codes ... 1.1... ee 7
2.3 Areamanagement plans... 1. 1 1 ee 8
2.4 Development approvals . . 1. ee 8
2.5. Contact information forDoR ... 2... 0.000000 2c 8
3. Vegetation management framework for Lot: 2 Plan: RP131369.... 2... 2... ee 9
3.1 Vegetation categories ©... ee 9

3.2 Regional ecosystems

  

 

3.3 Watercourses.......
3.4Wetlands 2... ee
3.5 Essentialhabitat 2... ee 10
3.6 Area Management Plan(s) . 2. 2 1. 12
3.7 Coastal ornon-coastal .. 2... 12
3.8 AgriculturalLandClassAorB.... 2... 12
4. Vegetation management framework maps . 2... 14
4.1 Regulated vegetation management map... 2... 15
4.2 Vegetation management supporting map .. 2... ee 16
4.3 Coastal/non-coastal map... 6 6. ee 17
4.4 Agricultural Land Class AorBmap .. 1... ee 18
5. Protected plants framework (administered by the Department of Environment and Science (DES)) ................ 19
5.1 Clearing in high risk areas on the flora survey triggermap ..... 2.2.0... 000000000000 0000. 19
5.2 Clearing outside high risk areas on the flora survey trigger map... ........0.0...0.0 0.00.00 0000. 19
5.3 Exemptions . 2... ee 19
5.4 Contact informationforDES ... 2... 2.2.2.0... 000000000002 ee ee 19
5.5 Protected plants flora survey triggermap .. 2... ee 20
6. Koala protection framework (administered by the Department of Environment and Science (DES)) ................ 22
6.1 Koalamapping . 2. 1 1. ee
6.2 Koala habitat planning controls
6.3 Koala Conservation Plan clearing requirements... 2... ee 24
6.4 Contact informationforDES .. 2... 2.000000... 000000000 2 ee ee 24
7. Koala protection framework details for Lot: 2 Plan: RP131369.. 2... 1. ee 24
7.1 Koaladistricts 2... ee 24
7.2 Koala priority area, koala habitat area and identified koala broad-hectare areamap ................ 25
7.3 Koala habitat regional ecosystems for core koala habitat areas... 2... ee 26
8. Other relevant legislation contacts list . 2... ee 27

Vegetation management report, Department of Resources, 2020 Page 5

Page 75

1. Property details
1.1 Tenure and title area
All of the lot, plan, tenure and title area information associated with property Lot: 2 Plan: RP131369, are listed in Table 1.
Table 1: Lot, plan, tenure and title area information for the property

 Lot                     Plan                   Tenure                  Property title area (sq metres)

 2                       RP131369               Freehold                59,843




The tenure of the land may affect whether clearing is considered exempt clearing work or may be carried out under an
accepted development vegetation clearing code.



1.2 Property location
Table 2 provides a summary of the locations for property Lot: 2 Plan: RP131369, in relation to natural and administrative
boundaries.
Table 2: Property location details

 Local Government(s)
 Noosa Shire


 Bioregion(s)               Subregion(s)
 Southeast                  Gympie Block
 Queensland


 Catchment(s)
 Mary




Vegetation management report, Department of Resources, 2020                                                            Page 6

Page 76

2. Vegetation management framework (administered by the Department
of Resources (DoR))
The Vegetation Management Act 1999 (VMA), the Vegetation Management Regulation 2012, the Planning Act 2016 and the
Planning Regulation 2017, in conjunction with associated policies and codes, form the Vegetation Management Framework.

The VMA does not apply to all land tenures or vegetation types. State forests, national parks, forest reserves and some
tenures under the Forestry Act 1959 and Nature Conservation Act 1992 are not regulated by the VMA. Managing or clearing
vegetation on these tenures may require approvals under these laws.

The following native vegetation is not regulated under the VMA but may require permit(s) under other laws:
       • grass or non-woody herbage;
       • a plant within a grassland regional ecosystem prescribed under Schedule 5 of the Vegetation Management
       Regulation 2012; and
       • a mangrove.



2.1 Exempt clearing work
Exempt clearing work is an activity for which you do not need to notify DoR or obtain an approval under the vegetation
management framework. Exempt clearing work was previously known as exemptions.

In areas that are mapped as Category X (white in colour) on the regulated vegetation management map (see section 4.1),
and where the land tenure is freehold, indigenous land and leasehold land for agriculture and grazing purposes, the clearing
of vegetation is considered exempt clearing work and does not require notification or development approval under the
vegetation management framework. For all other land tenures, contact DoR before commencing clearing to ensure that the
proposed activity is exempt clearing work.

A range of routine property management activities are considered exempt clearing work. A list of exempt clearing work is
available at
https://www.qld.gov.au/environment/land/vegetation/exemptions/.

Exempt clearing work may be affected if the proposed clearing area is subject to development approval conditions, a
covenant, an environmental offset, an exchange area, a restoration notice, or an area mapped as Category A. Exempt
clearing work may require approval under other Commonwealth, State or Local Government laws, or local government
planning schemes. Contact DoR prior to clearing in any of these areas.



2.2 Accepted development vegetation clearing codes
Some clearing activities can be undertaken under an accepted development vegetation clearing code. The codes can be
downloaded at
https://www.qld.gov.au/environment/land/vegetation/codes/

If you intend to clear vegetation under an accepted development vegetation clearing code, you must notify DoR before
commencing. The information in this report will assist you to complete the online notification form.

You can complete the online form at
https://apps.dnrm.qld.gov.au/vegetation/




Vegetation management report, Department of Resources, 2020                                                       Page 7

Page 77

2.3 Area management plans
Area Management Plans (AMP) provide an alternative approval system for vegetation clearing under the vegetation
management framework. They list the purposes and clearing conditions that have been approved for the areas covered by
the plan. It is not necessary to use an AMP, even when an AMP applies to your property.

On 8 March 2020, AMPs ended for fodder harvesting, managing thickened vegetation and managing encroachment. New
notifications cannot be made for these AMPs. You will need to consider options for fodder harvesting, managing thickened
vegetation or encroachment under a relevant accepted development vegetation clearing code or apply for a development
approval.

New notifications can be made for all other AMPs. These will continue to apply until their nominated end date.

If an Area Management Plan applies to your property for which you can make a new notification, it will be listed in Section 3.6
of this report. Before clearing under one of these AMPs, you must first notify the DoR and then follow the conditions and
requirements listed in the AMP.
https://www.qld.gov.au/environment/land/vegetation/area-plans/



2.4 Development approvals
If under the vegetation management framework your proposed clearing is not exempt clearing work, or is not permitted under
an accepted development vegetation clearing code, or an AMP, you may be able to apply for a development approval.
Information on how to apply for a development approval is available at
https://www.qld.gov.au/environment/land/management/vegetation/development



2.5. Contact information for DoR
For further information on the vegetation management framework:
Phone 135VEG (135 834)
Email [email protected]
Visit https://www.dnrme.qld.gov.au/?contact=vegetation to submit an online enquiry.




Vegetation management report, Department of Resources, 2020                                                        Page 8

Page 78

3. Vegetation management framework for Lot: 2 Plan: RP131369
3.1 Vegetation categories
The vegetation categories on your property are shown on the regulated vegetation management map in section 4.1 of this
report. A summary of vegetation categories on the subject lot are listed in Table 3. Descriptions for these categories are
shown in Table 4.

Table 3: Vegetation categories for subject property. Total area: 5.99ha

 Vegetation category               Area (ha)
 Category C                        2.8
 Category R                        2.2
 Category X                        1.1


Table 4: Description of vegetation categories
 Category             Colour on Map             Description                            Requirements / options under the
                                                                                       vegetation management
                                                                                       framework
 A                    red                       Compliance areas, environmental        Special conditions apply to Category
                                                offset areas and voluntary             A areas. Before clearing, contact
                                                declaration areas                      DoR to confirm any requirements in
                                                                                       a Category A area.
 B                    dark blue                 Remnant vegetation areas               Exempt clearing work, or notification
                                                                                       and compliance with accepted
                                                                                       development vegetation clearing
                                                                                       codes, area management plans or
                                                                                       development approval.
 C                    light blue                High-value regrowth areas              Exempt clearing work, or notification
                                                                                       and compliance with managing
                                                                                       Category C regrowth vegetation
                                                                                       accepted development vegetation
                                                                                       clearing code.
 R                    yellow                    Regrowth within 50m of a               Exempt clearing work, or notification
                                                watercourse or drainage feature in     and compliance with managing
                                                the Great Barrier Reef catchment       Category R regrowth accepted
                                                areas                                  development vegetation clearing
                                                                                       code or area management plans.
 X                    white                     Clearing on freehold land,             No permit or notification required on
                                                indigenous land and leasehold land     freehold land, indigenous land and
                                                for agriculture and grazing purposes   leasehold land for agriculture and
                                                is considered exempt clearing work     grazing. A development approval
                                                under the vegetation management        may be required for some State land
                                                framework. Contact DoR to clarify      tenures.
                                                whether a development approval is
                                                required for other State land
                                                tenures.


Property Map of Assessable Vegetation (PMAV)


There is no Property Map of Assessable Vegetation (PMAV) present on this property.




Vegetation management report, Department of Resources, 2020                                                       Page 9

Page 79

3.2 Regional ecosystems
The endangered, of concern and least concern regional ecosystems on your property are shown on the vegetation
management supporting map in section 4.2 and are listed in Table 5.

A description of regional ecosystems can be accessed online at
https://www.qld.gov.au/environment/plants-animals/plants/ecosystems/descriptions/

Table 5: Regional ecosystems present on subject property

 Regional                  VMA Status         Category           Area (Ha)          Short Description                                       Structure
 Ecosystem                                                                                                                                  Category

 12.11.10                  Least              C                  1.94               Notophyll vine forest +/- Araucaria                     Dense
                           concern                                                  cunninghamii on metamorphics +/-
                                                                                    interbedded volcanics

 12.11.10                  Least              R                  1.51               Notophyll vine forest +/- Araucaria                     Dense
                           concern                                                  cunninghamii on metamorphics +/-
                                                                                    interbedded volcanics

 12.11.2                   Least              C                  0.83               Eucalyptus saligna subsp. saligna or E.                 Mid-dense
                           concern                                                  grandis, E. microcorys, Lophostemon
                                                                                    confertus tall open forest on metamorphics
                                                                                    +/- interbedded volcanics

 12.11.2                   Least              R                  0.65               Eucalyptus saligna subsp. saligna or E.                 Mid-dense
                           concern                                                  grandis, E. microcorys, Lophostemon
                                                                                    confertus tall open forest on metamorphics
                                                                                    +/- interbedded volcanics

 non-rem                   None               X                  1.06               None                                                    None

Please note:
1. All area and area derived figures included in this table have been calculated via reprojecting relevant spatial features to Albers equal-area conic projection
(central meridian = 146, datum Geocentric Datum of Australia 1994). As a result, area figures may differ slightly if calculated for the same features using a
different co-ordinate system.
2. If Table 5 contains a Category 'plant', please be aware that this refers to 'plantations' such as forestry, and these areas are considered non-remnant under
the VMA.

The VMA status of the regional ecosystem (whether it is endangered, of concern or least concern) also determines if any of
the following are applicable:
        • exempt clearing work;
        • accepted development vegetation clearing codes;
        • performance outcomes in State Code 16 of the State Development Assessment Provisions (SDAP).



3.3 Watercourses
Vegetation management watercourses and drainage features for this property are shown on the vegetation management
supporting map in section 4.2.


3.4 Wetlands

There are no vegetation management wetlands present on this property.


3.5 Essential habitat
Under the VMA, essential habitat for protected wildlife is native wildlife prescribed under the Nature Conservation Act 1992
(NCA) as critically endangered, endangered, vulnerable or near-threatened wildlife.

Essential habitat for protected wildlife includes suitable habitat on the lot, or where a species has been known to occur up to
1.1 kilometres from a lot on which there is assessable vegetation. These important habitat areas are protected under the
VMA.
Vegetation management report, Department of Resources, 2020                                                                                     Page 10

Page 80

Any essential habitat on this property will be shown as blue hatching on the vegetation supporting map in section 4.2.

If essential habitat is identified on the lot, information about the protected wildlife species is provided in Table 6 below. The
numeric labels on the vegetation management supporting map can be cross referenced with Table 6 to outline the essential
habitat factors for that particular species. There may be essential habitat for more than one species on each lot, and areas of
Category A, Category B and Category C can be mapped as Essential Habitat.

Essential habitat is compiled from a combination of species habitat models and buffered species records. Regional
ecosystem is a mandatory essential habitat factor, unless otherwise stated. Essential habitat, for protected wildlife, means an
area of vegetation shown on the Regulated Vegetation Management Map -
       1) that has at least 3 essential habitat factors for the protected wildlife that must include any essential habitat factors
       that are stated as mandatory for the protected wildlife in the essential habitat database. Essential habitat factors are
       comprised of - regional ecosystem (mandatory for most species), vegetation community, altitude, soils, position in
       landscape; or
       2) in which the protected wildlife, at any stage of its life cycle, is located.


If there is no essential habitat mapping shown on the vegetation management supporting map for this lot, and there is no
table in the sections below, it confirms that there is no essential habitat on the lot.

Category A and/or Category B and/or Category C

Table 6: Essential habitat in Category A and/or Category B and/or Category C

 Label        Scientific Name   Common Name   NCA Status   Vegetation Community                                                   Altitude       Soils            Position in Landscape


 860          Phascolarctos     koala         V            SEQ: Open eucalypt forest and woodland that has: a) multiple           Sea level to   None             Riparian areas, plains

              cinereus                                     strata layers containing Eucalyptus, Corymbia, Angophora,              1000m.                          and hill/escarpment

                                                           Lophostemon or Melaleuca trees that-at 1.3 metres above the                                            slopes.

                                                           ground-have a diameter both greater and less than 30

                                                           centimetres; and b) at least 1 of the following species: Eucalyptus

                                                           tereticornis, E. fibrosa, E. propinqua; E. umbra, E. grandis, E.

                                                           microcorys, E. tindaliae, E. resinifera, E. populnea, E. robusta, E.

                                                           nigra, E. racemosa, E. crebra, E. exserta, E. seeana,

                                                           Lophostemon confertus, L. suaveolens, Melaleuca quinquenervia.

                                                           Outside SEQ: Open eucalypt forest and woodland that contains

                                                           Eucalyptus &/or Corymbia spp. Tree species used for food varies

                                                           across State and can include Eucalyptus tereticornis, E.

                                                           camaldulensis, E. coolabah; E. drepanophylla, E. platyphylla, E.

                                                           orgadophilla, E. thozetiana, E. melanophloia, E. populnea, E.

                                                           melliodora, E. dealbata, E. microtheca, E. crebra, E. exserta, E.

                                                           blakelyi, E. papuana, Corymbia tessellaris, C. citriodora,

                                                           Melaleuca quinquenervia, M. leucadendra.


 13085        Triunia robusta   None          E            complex notophyll vine forest                                          0 to 300 m     greyish yellow   steep creekbank, alluvial

                                                                                                                                                 loam             terrace or steep rocky

                                                                                                                                                                  slope




Vegetation management report, Department of Resources, 2020                                                                                                        Page 11

Page 81

 Label                Regional Ecosystem (mandatory unless otherwise specified)



 860                  SEQ: 11.3.2, 11.3.4, 11.3.25, 11.3.26, 11.8.2, 11.8.4, 11.8.5, 11.8.8, 11.9.9, 12.2.5, 12.2.6, 12.2.7, 12.2.8, 12.2.10, 12.3.2, 12.3.3, 12.3.4, 12.3.5, 12.3.6,


                      12.3.7, 12.3.9, 12.3.10, 12.3.11, 12.3.14, 12.3.18, 12.3.19, 12.3.20, 12.5.1, 12.5.2, 12.5.3, 12.5.4, 12.5.6, 12.5.7, 12.5.10, 12.5.12, 12.8.1, 12.8.8, 12.8.9,


                      12.8.11, 12.8.12, 12.8.14, 12.8.16, 12.8.17, 12.8.20, 12.8.24, 12.8.25, 12.9-10.1, 12.9-10.2, 12.9-10.3, 12.9-10.4, 12.9-10.5, 12.9-10.7, 12.9-10.8,


                      12.9-10.11, 12.9-10.12, 12.9-10.14, 12.9-10.17, 12.9-10.18, 12.9-10.19, 12.9-10.21, 12.9-10.25, 12.9-10.26, 12.9-10.27, 12.9-10.28, 12.9-10.29, 12.11.2,


                      12.11.3, 12.11.5, 12.11.6, 12.11.7, 12.11.8, 12.11.9, 12.11.14, 12.11.15, 12.11.16, 12.11.17, 12.11.18, 12.11.22, 12.11.23, 12.11.24, 12.11.25, 12.11.26,


                      12.11.27, 12.11.28, 12.12.2, 12.12.3, 12.12.5, 12.12.6, 12.12.7, 12.12.8, 12.12.9, 12.12.11, 12.12.12, 12.12.14, 12.12.15, 12.12.23, 12.12.24, 12.12.25,


                      12.12.28. Outside SEQ: 4.3.1, 4.3.2, 4.3.3, 4.3.4, 4.3.5, 4.3.6, 4.3.8, 4.3.10, 4.3.11, 4.4.1, 4.5.3, 4.5.5, 4.5.6, 4.5.8, 4.5.9, 4.7.1, 4.7.7, 4.7.8, 4.9.6, 4.9.10,


                      4.9.12, 4.9.17, 6.3.1, 6.3.2, 6.3.3, 6.3.4, 6.3.5, 6.3.7, 6.3.8, 6.3.9, 6.3.11, 6.3.12, 6.3.17, 6.3.18, 6.3.22, 6.3.24, 6.3.25, 6.4.1, 6.4.2, 6.4.3, 6.4.4, 6.5.1, 6.5.2,


                      6.5.3, 6.5.5, 6.5.6, 6.5.7, 6.5.8, 6.5.9, 6.5.10, 6.5.11, 6.5.13, 6.5.14, 6.5.15, 6.5.16, 6.5.17, 6.5.18, 6.5.19, 6.6.2, 6.7.1, 6.7.2, 6.7.5, 6.7.6, 6.7.7, 6.7.9,


                      6.7.11, 6.7.12, 6.7.13, 6.7.14, 6.7.17, 6.9.3, 7.2.3, 7.2.4, 7.2.7, 7.2.11, 7.3.7, 7.3.8, 7.3.9, 7.3.12, 7.3.13, 7.3.14, 7.3.16, 7.3.19, 7.3.20, 7.3.21, 7.3.25,


                      7.3.26, 7.3.39, 7.3.40, 7.3.42, 7.3.43, 7.3.44, 7.3.45, 7.3.47, 7.3.48, 7.3.50, 7.5.1, 7.5.2, 7.5.3, 7.5.4, 7.8.7, 7.8.8, 7.8.10, 7.8.15, 7.8.16, 7.8.17, 7.8.18,


                      7.8.19, 7.11.5, 7.11.6, 7.11.13, 7.11.14, 7.11.16, 7.11.18, 7.11.19, 7.11.20, 7.11.21, 7.11.31, 7.11.32, 7.11.33, 7.11.34, 7.11.35, 7.11.37, 7.11.41, 7.11.42,


                      7.11.43, 7.11.44, 7.11.45, 7.11.46, 7.11.47, 7.11.48, 7.11.49, 7.11.50, 7.11.51, 7.12.4, 7.12.5, 7.12.17, 7.12.21, 7.12.22, 7.12.23, 7.12.24, 7.12.25, 7.12.26,


                      7.12.27, 7.12.28, 7.12.29, 7.12.30, 7.12.33, 7.12.34, 7.12.35, 7.12.51, 7.12.52, 7.12.53, 7.12.54, 7.12.55, 7.12.56, 7.12.57, 7.12.58, 7.12.59, 7.12.60,


                      7.12.61, 7.12.62, 7.12.63, 7.12.65, 7.12.66, 7.12.69, 8.1.5, 8.2.3, 8.2.6, 8.2.7, 8.2.8, 8.2.11, 8.2.12, 8.2.13, 8.2.14, 8.3.1, 8.3.2, 8.3.3, 8.3.5, 8.3.6, 8.3.8,


                      8.3.10, 8.3.11, 8.3.13, 8.5.1, 8.5.2, 8.5.3, 8.5.5, 8.5.6, 8.5.7, 8.9.1, 8.10.1, 8.11.1, 8.11.3, 8.11.4, 8.11.5, 8.11.6, 8.11.8, 8.11.10, 8.11.12, 8.12.4, 8.12.5,


                      8.12.6, 8.12.7, 8.12.8, 8.12.9, 8.12.12, 8.12.14, 8.12.20, 8.12.22, 8.12.23, 8.12.25, 8.12.26, 8.12.27, 8.12.29, 8.12.31, 8.12.32, 9.3.1, 9.3.2, 9.3.3, 9.3.4,


                      9.3.5, 9.3.6, 9.3.7, 9.3.8, 9.3.10, 9.3.11, 9.3.13, 9.3.14, 9.3.15, 9.3.16, 9.3.17, 9.3.19, 9.3.20, 9.3.21, 9.3.22, 9.3.27, 9.4.1, 9.4.2, 9.4.3, 9.5.1, 9.5.3, 9.5.4,


                      9.5.5, 9.5.6, 9.5.7, 9.5.8, 9.5.9, 9.5.10, 9.5.11, 9.5.12, 9.5.15, 9.5.16, 9.5.17, 9.7.1, 9.7.2, 9.7.3, 9.7.4, 9.7.5, 9.7.6, 9.8.1, 9.8.2, 9.8.3, 9.8.4, 9.8.5, 9.8.9,


                      9.8.10, 9.8.11, 9.8.13, 9.10.1, 9.10.3, 9.10.4, 9.10.5, 9.10.7, 9.10.8, 9.11.1, 9.11.2, 9.11.3, 9.11.4, 9.11.5, 9.11.7, 9.11.10, 9.11.12, 9.11.13, 9.11.14,


                      9.11.15, 9.11.16, 9.11.17, 9.11.18, 9.11.19, 9.11.21, 9.11.22, 9.11.23, 9.11.24, 9.11.25, 9.11.26, 9.11.28, 9.11.29, 9.11.30, 9.11.31, 9.11.32, 9.12.1, 9.12.2,


                      9.12.3, 9.12.4, 9.12.5, 9.12.6, 9.12.7, 9.12.10, 9.12.11, 9.12.12, 9.12.13, 9.12.14, 9.12.15, 9.12.16, 9.12.17, 9.12.18, 9.12.19, 9.12.20, 9.12.21, 9.12.22,


                      9.12.23, 9.12.24, 9.12.25, 9.12.26, 9.12.27, 9.12.28, 9.12.29, 9.12.30, 9.12.31, 9.12.32, 9.12.33, 9.12.35, 9.12.36, 9.12.37, 9.12.38, 9.12.39, 9.12.44,


                      10.3.2, 10.3.3, 10.3.5, 10.3.6, 10.3.9, 10.3.10, 10.3.11, 10.3.12, 10.3.13, 10.3.14, 10.3.15, 10.3.17, 10.3.20, 10.3.27, 10.3.28, 10.4.3, 10.4.9, 10.5.1, 10.5.2,


                      10.5.4, 10.5.5, 10.5.7, 10.5.8, 10.5.9, 10.5.10, 10.5.11, 10.5.12, 10.7.1, 10.7.2, 10.7.3, 10.7.4, 10.7.5, 10.7.9, 10.7.10, 10.7.11, 10.7.12, 10.9.2, 10.9.3,


                      10.9.5, 10.10.1, 10.10.3, 10.10.4, 10.10.5, 10.10.7, 11.2.1, 11.2.5, 11.3.1, 11.3.2, 11.3.3, 11.3.4, 11.3.5, 11.3.6, 11.3.7, 11.3.9, 11.3.10, 11.3.12, 11.3.13,


                      11.3.14, 11.3.15, 11.3.16, 11.3.17, 11.3.18, 11.3.19, 11.3.21, 11.3.23, 11.3.25, 11.3.26, 11.3.27, 11.3.28, 11.3.29, 11.3.30, 11.3.32, 11.3.33, 11.3.35,


                      11.3.36, 11.3.37, 11.3.38, 11.3.39, 11.4.2, 11.4.3, 11.4.7, 11.4.8, 11.4.9, 11.4.10, 11.4.12, 11.4.13, 11.5.1, 11.5.2, 11.5.3, 11.5.4, 11.5.5, 11.5.7, 11.5.8,


                      11.5.9, 11.5.12, 11.5.13, 11.5.14, 11.5.17, 11.5.18, 11.5.20, 11.5.21, 11.7.1, 11.7.2, 11.7.3, 11.7.4, 11.7.6, 11.7.7, 11.8.1, 11.8.2, 11.8.4, 11.8.5, 11.8.8,


                      11.8.11, 11.8.12, 11.8.14, 11.8.15, 11.9.1, 11.9.2, 11.9.3, 11.9.5, 11.9.6, 11.9.7, 11.9.9, 11.9.10, 11.9.11, 11.9.13, 11.9.14, 11.10.1, 11.10.2, 11.10.3,


                      11.10.4, 11.10.5, 11.10.6, 11.10.7, 11.10.9, 11.10.11, 11.10.12, 11.10.13, 11.11.1, 11.11.2, 11.11.3, 11.11.4, 11.11.6, 11.11.7, 11.11.8, 11.11.9, 11.11.10,


                      11.11.11, 11.11.12, 11.11.13, 11.11.14, 11.11.15, 11.11.16, 11.11.17, 11.11.19, 11.11.20, 11.12.1, 11.12.2, 11.12.3, 11.12.5, 11.12.6, 11.12.7, 11.12.8,


                      11.12.9, 11.12.10, 11.12.13, 11.12.14, 11.12.15, 11.12.16, 11.12.17, 11.12.19, 11.12.20, 13.3.1, 13.3.2, 13.3.3, 13.3.4, 13.3.5, 13.3.7, 13.9.2, 13.11.1,


                      13.11.2, 13.11.3, 13.11.4, 13.11.5, 13.11.6, 13.11.8, 13.11.9, 13.12.1, 13.12.2, 13.12.3, 13.12.4, 13.12.5, 13.12.6, 13.12.8, 13.12.9, 13.12.10.



 13085                12.3.1, 12.8.3, 12.11.16, 12.12.1, 12.12.16




3.6 Area Management Plan(s)

Nil



3.7 Coastal or non-coastal
For the purposes of the accepted development vegetation clearing codes and State Code 16 of the State
Development Assessment Provisions (SDAP), this property is regarded as*


 Coastal

*See also Map 4.3


3.8 Agricultural Land Class A or B
The following can be used to identify Agricultural Land Class A or B areas under the "Managing regulated regrowth
vegetation" accepted development vegetation clearing code:
Does this lot contain land that is mapped as Agricultural Land Class A or B in the State Planning Interactive Mapping
System?

Class A: 5.98ha

Vegetation management report, Department of Resources, 2020                                                                                                                                       Page 12


[OCR of page images]
 

Label Regional Ecosystem (mandatory unless otherwise specified)

 

860 SEQ: 11.32, 11.34, 113.25, 11.926, 11.82, 11.8.4, 1185, 1188, 1199, 12.25, 12.26, 1227, 1228, 122.10, 12.92, 1283, 1234, 1235, 1236,

1287, 1289, 128.10, 123.11, 123.14, 12.3.18, 123.19, 12.9.20, 125.1, 1252, 1253, 12.5.4, 12.56, 12.57, 125.10, 125.12, 1281, 1288, 1289,

128.11, 128.12, 128.14, 12.8.16, 128.17, 12.8.20, 12.824, 128.25, 12.9-10.1, 129402, 129-103, 12.9104, 12.9-10.5, 12.9-10.7, 129-4108,

12940.11, 12.9-10.12, 12.9-10.14, 12.9-10.17, 12.9-10.18, 12.9-10.19, 12.9-10.21, 129-10.25, 12.9-10.26, 12.9-10.27, 12.9-10.28, 12.9-10.29, 12.112,

12AN.9, 12.11.5, 12.11.6, 12.117, 1211.8, 12.119, 12.19.14, 12.11.15, 12.11.16, 12.11.17, 12.11.18, 12.11.22, 12.11.29, 12.11.24, 12.11.25, 12.11.26,

12.11.27, 12.11.28, 12.122, 12.12, 12.125, 12.126, 12.127, 12.128, 12.129, 12.12.11, 12.12.12, 12.12.14, 12.12.15, 12.12.23, 12.12.24, 12.12.25,

12.12.28, Outside SEO: 43.1, 43.2,49.9,43.4,4.35, 496,498, 4.9.10,49.11,44.1,453, 455,456, 458,459, 471,477, 47.8,496,49.10,

4912, 49.7, 63.1, 682,633,63.4,635,637,69.8,69.9,63.11,6.3.12, 68.17,69.18, 6.9.22, 63.24,69.25,64.1,642,6.49,644,65.1, 652

65.3, 655,6.56,657, 658,659, 65.10, 65.11,65.13, 65.14, 65.15, 65.16,6.5.17, 65.18, 65.19, 662,671,672, 675,676,6.77,679,

6.7.11, 67.12, 67.19, 6.7.14, 6.7.17, 693,723,724, 7.27,7.2.11,737,738,73.9, 73.12, 73.18, 73.14, 73.16, 7.3.19, 7.9.20, 7.3.21, 7.925,

7.3.26, 7.3.89, 7.3.40, 7.3.42, 7.9.43, 7.3.44, 7.3.45, 7.3.47, 7.3.48, 7.3.50, 7.5.1, 75.2, 7.53, 7.54, 7.87, 788, 7.8.10, 7.8.15, 7.8.16, 7.8.17, 7.8.18

7.8.19, 7145, TA16, 7A1.13, 719.14, 7.11.16, 7.11.18, 711.19, 7.11.20, 7.11.21, 7.11.81, 7.11.92, 7.11.89, 7.11.94, 7.11.95, 711.97, 7.11.41, 7.11.42,

TAVAB, 7.11.44, 711.45, 7.11.48, 7.11.47, 711.48, 7.11.49, 7.11.50, 7.11.51, 7124, 712.5, 71217, 7.12.21, 712.22, 7.12.23, 7.12.24, 7.12.28, 7.12.26,

712.27, 7.12.28, 7.12.28, 7.12.80, 7.12.98, 7.12.94, 7.12.96, 7.12.51, 7.12.62, 7.12.53, 7.12.54, 7.12.55, 7.12.56, 7.12.57, 7.12.58, 7.12.59, 7.12.60,

7.12.61, 7.12.62, 7.12.68, 7.12.65, 7.12.66, 7.12.69, 8.1.5, 823,826,827, 828, 82.11,82.12, 82.19, 82.14, 83.1,832,833,8.35,83.6,838,

88.10, 83.11, 83.19, 85.1, 852,85.8,855,856,857,89.1,8.101,8.11.1,811.9, 8.114, 8.115, 8116, 8.118, 8.11.10, 8.11.12, 8.124,8.125,

8126, 8127, 812.8, 812.9, 8.12.12, 8.12.14, 812.20, 8.12.22, 812.23, 8.12.25, 8.12.26, 8.12.27, 812.29, 8.12.31, 8.12.92, 9.3.1,93.2,93.3,934,

985,996, 93.7,93.8, 93.10, 93.11,93.18, 93.14, 93.15, 93.16, 9.9.17, 9.9.19, 9.9.20, 9.3.21, 93.22, 98.27,94.1,942,945,95.1,953, 954,

985,956,957,958,959,95.10,95.11, 95.12, 95.15, 95.16, 95.17, 971,972, 973,974,975,876,981,982,985,984,985,989,

98.10, 98.11, 98.19, 910.1, 9.103, 9.104, 9.105, 9.107, 9.10.8, 9.11.1, 9.11.2, 9.11.8, 9.11.4, 9.11.5, 9.11.7,9.11.10, 9.11.12, 9.11.13, 9.11.14,

9.11.15, 9.11.16, 9.11.17, 9.11.18, 9.11.19, 9.11.21, 9.11.22, 9.11.23, 9.11.24, 9.11.25, 9.11.26, 9.11.28, 9.11.29, 9.11.90, 9.11.91, 9.11.92, 9.12.1, 9.122,

9123, 912-4, 9125, 9.126, 9.127, 9.12.10, 9.12.11, 9.12.12, 9.12.19, 9.12.14, 9.12.15, 9.12.16, 9.12.17, 9.12.18, 9.12.19, 912.20, 9.12.21, 9:12.22,

9.12.29, 9.12.24, 9.12.25, 9.12.26, 9.12.27, 9.12.28, 9.12.29, 9.12.90, 9.12.31, 912.92, 9.12.93, 9.12.85, 9.12.96, 9.12.97, 9.12.98, 9.12.99, 9.12.44,

1032, 1033, 1035, 1036, 10.3.9, 10.9.10, 103.11, 10.8.12, 103.13, 10.3.14, 10.15, 103.17, 10.8.20, 108.27, 10.328, 10.43, 10.49, 105.1, 10.52,

1054, 1055, 1057, 10.58, 1059, 105.10, 105.11, 105.12, 10.7.1, 10.7.2, 10.73, 10.7.4, 10.75, 10.7.8, 107.10, 10.7.11, 10.7.12, 109.2, 10.93,

10.95, 10.10.1, 10.103, 10.10.4, 10.105, 1010.7, 11.2.1, 11.25, 119.1, 1192, 11.38, 11.34, 1135, 113.6, 11.87, 11.99, 119.10, 1.3.12, 119.13,

11.98.14, 11.9.15, 113.16, 11.9.17, 11.818, 119.19, 11.321, 119.29, 11.925, 11.83.26, 11.927, 11.328, 119.29, 11.3.0, 11.9.92, 11.3.3, 11.9.95,

11.836, 11.9.97, 11.3.8, 11.9.99, 11.42, 11.43, 11.47, 11.48, 11.49, 114.10, 1.4.12, 114.13, 115.1, 1152, 1153, 1154, 1155, 1157, 1158,

11.59, 1.5.12, 11.5.13, 1.5.14, 115.17, 1.5.18, 11.5.20, 11.521, 11.7.4, 11.7.2, 11.78, 11.74, 11.7.6, 11.77, 1.8.1, 11.82, 11.84, 11.85, 11.88,

1.8.11, 118.12, 118.14, 11.8.15, 11.9.1, 11.82, 11.93, 1195, 11.96, 11.97, 11.99, 119.410, 1.9.11, 11.913, 119.14, 11.1041, 11.102, 11.103,

11.104, 11.105, 11.106, 11.107, 1110.9, 11.10.11, 11.10.12, 11.10.18, 11.194, 11.442, 1111.8, 1.114, 1111.6, 11.417, 11.118, 11.119, 11.11.10,

ANAL, MEAN, IAAAG, ALA, A115, HAL AG, HATA7, 1149.19, 11.11.20, 11.1241, 1112.2, 11.128, 11.125, 11.126, 1112.7, 11.128,

1142.9, 11.12.10, 11.12.13, 11.12.14, 11.12.18, 11.12.16, 11.12.17, 11.1219, 11.12.20, 133.1, 133.2, 193.3, 19.8.4, 19.95, 19.97, 19.92, 18.11.1

1311.2, 19.118, 18.11.4, 19.115, 19.116, 19.118, 18.119, 19.12.1, 19.122, 19.129, 18.124, 19.125, 19.126, 13.128, 19.129, 13.12.10.

 

13085 123.1, 1283, 12.11.16, 12.121, 12.12.16

 

 

 

 

3.6 Area Management Plan(s)

Nil

3.7 Coastal or non-coastal

For the purposes of the accepted development vegetation clearing codes and State Code 16 of the State
Development Assessment Provisions (SDAP), this property is regarded as*

Coastal

*See also Map 4.3

3.8 Agricultural Land Class A or B

The following can be used to identify Agricultural Land Class A or B areas under the "Managing regulated regrowth
vegetation" accepted development vegetation clearing code:

Does this lot contain land that is mapped as Agricultural Land Class A or B in the State Planning Interactive Mapping
System?

Class A: 5.98ha

Vegetation management report, Department of Resources, 2020 Page 12

Page 82

No Class B

Note - This confirms Agricultural Land Classes as per the State Planning Interactive Mapping System only. This response
does not include Agricultural Land Classes identified under local government planning schemes. For further information,
check the Planning Scheme for your local government area.

See Map 4.4 to identify the location and extent of Class A and/or Class B Agricultural land on Lot: 2 Plan: RP131369.




Vegetation management report, Department of Resources, 2020                                                     Page 13

Page 83

4. Vegetation management framework maps
Vegetation management maps included in this report may also be requested individually at:
https://www.dnrme.qld.gov.au/qld/environment/land/vegetation/vegetation-map-request-form


Regulated vegetation management map
The regulated vegetation management map shows vegetation categories needed to determine clearing requirements. These
maps are updated monthly to show new property maps of assessable vegetation (PMAV).


Vegetation management supporting map
The vegetation management supporting map provides information on regional ecosystems, wetlands, watercourses and
essential habitat.


Coastal/non-coastal map
The coastal/non-coastal map confirms whether the lot, or which parts of the lot, are considered coastal or non-coastal for the
purposes of the accepted development vegetation clearing codes and State Code 16 of the State Development Assessment
Provisions (SDAP).


Agricultural Land Class A or B
The Agricultural Land Class map confirms the location and extent of land mapped as Agricultural Land Classes A or B as
identified on the State Planning Interactive Mapping System. Please note that this map does not include areas identified as
Agricultural Land Class A or B in local government planning schemes. This map can be used to identify Agricultural Land
Class A or B areas under the "Managing regulated regrowth vegetation" accepted development vegetation clearing code.




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4.1 Regulated vegetation management map




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4.2 Vegetation management supporting map




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4.3 Coastal/non-coastal map




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4.4 Agricultural Land Class A or B map




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5. Protected plants framework (administered by the Department of
Environment and Science (DES))
In Queensland, all plants that are native to Australia are protected plants under the Nature Conservation Act 1992 (NCA). The
NCA regulates the clearing of protected plants 'in the wild' (see Operational policy: When a protected plant in Queensland is
considered to be 'in the wild') that are listed as critically endangered, endangered, vulnerable or near threatened under the
Act.

Please note that the protected plant clearing framework applies irrespective of the classification of the vegetation under the
Vegetation Management Act 1999 and any approval or exemptions given under another Act, for example, the Vegetation
Management Act 1999 or Planning Regulation 2017.

5.1 Clearing in high risk areas on the flora survey trigger map
The flora survey trigger map identifies high-risk areas for endangered, vulnerable or near threatened (EVNT) plants. These
are areas where EVNT plants are known to exist or are likely to exist based on the habitat present. The flora survey trigger
map for this property is provided in section 5.5.

If you are proposing to clear an area shown as high risk on the flora survey trigger map, a flora survey of the clearing impact
area must be undertaken by a suitably qualified person in accordance with the Flora survey guidelines. The main objective of
a flora survey is to locate any EVNT plants that may be present in the clearing impact area.

If the flora survey identifies that EVNT plants are not present within the clearing impact area or clearing within 100m of EVNT
plants can be avoided, the clearing activity is exempt from a permit. An exempt clearing notification form must be submitted to
the Department of Environment and Science, with a copy of the flora survey report, at least one week prior to clearing.

If the flora survey identifies that EVNT plants are present in, or within 100m of, the area to be cleared, a clearing permit is
required before any clearing is undertaken. The flora survey report, as well as an impact management report, must be
submitted with the clearing permit application form.

5.2 Clearing outside high risk areas on the flora survey trigger map
In an area other than a high risk area, a clearing permit is only required where a person is, or becomes aware that EVNT
plants are present in, or within 100m of, the area to be cleared. You must keep a copy of the flora survey trigger map for the
area subject to clearing for five years from the day the clearing starts. If you do not clear within the 12 month period that the
flora survey trigger map was printed, you need to print and check a new flora survey trigger map.

5.3 Exemptions
Many activities are 'exempt' under the protected plant clearing framework, which means that clearing of native plants that are
in the wild can be undertaken for these activities with no need for a flora survey or a protected plant clearing permit. The
Information sheet - General exemptions for the take of protected plants provides some of these exemptions.

Some exemptions under the NCA are the same as exempt clearing work (formerly known as exemptions) under the
Vegetation Management Act 1999 (i.e. listed in Schedule 21 of the Planning Regulations 2017) while some are different.

5.4 Contact information for DES
For further information on the protected plants framework:
Phone 1300 130 372 (and select option four)
Email [email protected]
Visit https://www.qld.gov.au/environment/plants-animals/plants/protected-plants




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5.5 Protected plants flora survey trigger map
This map included may also be requested individually at: https://apps.des.qld.gov.au/map-request/flora-survey-trigger/.

Updates to the data informing the flora survey trigger map
The flora survey trigger map will be reviewed, and updated if necessary, at least every 12 months to ensure the map reflects
the most up-to-date and accurate data available.

Species information
Please note that flora survey trigger maps do not identify species associated with 'high risk areas'. While some species
information may be publicly available, for example via the Queensland Spatial Catalogue, the Department of Environment
and Science does not provide species information on request. Regardless of whether species information is available for a
particular high risk area, clearing plants in a high risk area may require a flora survey and/or clearing permit. Please see the
Department of Environment and Science webpage on the clearing of protected plants for more information.




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[OCR of page images]
 

 

 

 

 

 

 

 

WS2S20E 1828210

Protected Plants Flora Survey Trigger Map

 

 

Legend Nese an toed particular provisions of the
CRT ee jature Conservation Act 1992 apply to the clearing of

[1 selected Lot and Pian Proteced Plants.

1 High tisk area Land parcel boundaries are provided as locational aid

~~ Other land parce! boundaries only.

—— Freeways / motorways / highways This map is produced at a scale relevant to the size of

— Secondary roads / streets Dinecab should be printed as A4 size in

 

 

 

For further information or assistance with interpretation
of this product, please contact the Department of
Environment and Science at [email protected]

Disclaimer:
While every care is taken to ensure the accuracy of the data
used to generate this product, the Queensland Goverment
makes no representations or warranties about its accuracy,
reliability, completeness or suitability for any particular purpose
‘and disclaim all responsibility and all liability (including without
limitation, liability in negligence) for all expenses, losses,
0 20 40 «6080 100m damages (including indirect or consequential damages) and
PS costs which might be incurred as a consequence of reliance
‘on the data, or as @ result of the data being inaccurate or
This product is projected into: incomplete in any way and for any reason.
GDA 1994 MGA Zone 56

 

 

© The State of Queensland (Department of Environment and Science), 2020

 

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6. Koala protection framework (administered by the Department of
Environment and Science (DES))
The koala (Phascolarctos cinereus) is listed in Queensland as vulnerable by the Queensland Government under Nature
Conservation Act 1992 and by the Australian Government under the Environment Protection and Biodiversity Conservation
Act 1999.

The Queensland Government's koala protection framework is comprised of the Nature Conservation Act 1992, the Nature
Conservation (Animals) Regulation 2020, the Nature Conservation (Koala) Conservation Plan 2017, the Planning Act 2016
and the Planning Regulation 2017.

6.1 Koala mapping
6.1.1 Koala districts
The parts of Queensland where koalas are known to occur has been divided into three koala districts - koala district A, koala
district B and koala district C. Each koala district is made up of areas with comparable koala populations (e.g. density, extent
and significance of threatening processes affecting the population) which require similar management regimes.
Section 7.1 identifies which koala district your property is located in.

6.1.2 Koala habitat areas
Koala habitat areas are areas of vegetation that have been determined to contain koala habitat that is essential for the
conservation of a viable koala population in the wild based on the combination of habitat suitability and biophysical variables
with known relationships to koala habitat (e.g. landcover, soil, terrain, climate and ground water). In order to protect this
important koala habitat, clearing controls have been introduced into the Planning Regulation 2017 for development in koala
habitat areas.

Please note that koala habitat areas only exist in koala district A which is the South East Queensland "Shaping SEQ"
Regional Plan area. These areas include the local government areas of Brisbane, Gold Coast, Logan, Lockyer Valley,
Ipswich, Moreton Bay, Noosa, Redland, Scenic Rim, Somerset, Sunshine Coast and Toowoomba (urban extent).

There are two different categories of koala habitat area (core koala habitat area and locally refined koala habitat), which have
been determined using two different methodologies. These methodologies are described in the document Spatial modelling in
South East Queensland.

Section 7.2 shows any koala habitat area that exists on your property.

Under the Nature Conservation (Koala) Conservation Plan 2017, an owner of land (or a person acting on the owner's behalf
with written consent) can request to make, amend or revoke a koala habitat area determination if they believe, on reasonable
grounds, that the existing determination for all or part of their property is incorrect.

More information on requests to make, amend or revoke a koala habitat area determination can be found in the document
Guideline - Requests to make, amend or revoke a koala habitat area determination.

The koala habitat area map will be updated at least annually to include any koala habitat areas that have been made,
amended or revoked.

Changes to the koala habitat area map which occur between annual updates because of a request to make, amend or revoke
a koala habitat area determination can be viewed on the register of approved requests to make, amend or revoke a koala
habitat area available at: https://environment.des.qld.gov.au/wildlife/animals/living-with/koalas/mapping/koalamaps. The
register includes the lot on plan for the change, the date the decision was made and the map issued to the landholder that
shows areas determined to be koala habitat areas.

6.1.3 Koala priority areas
Koala priority areas are large, connected areas that have been determined to have the highest likelihood of achieving
conservation outcomes for koalas based on the combination of habitat suitability, biophysical variables with known
relationships to koala habitat (e.g. landcover, soil, terrain, climate and ground water) and a koala conservation cost benefit
analysis.

Conservation efforts will be prioritised in these areas to ensure the conservation of viable koala populations in the wild
including a focus on management (e.g. habitat protection, habitat restoration and threat mitigation) and monitoring. This
includes a prohibition on clearing in koala habitat areas that are in koala priority areas under the Planning Regulation 2017
(subject to some exemptions).

Please note that koala priority areas only exist in koala district A which is the South East Queensland "Shaping SEQ"
Regional Plan area. These areas include the local government areas of Brisbane, Gold Coast, Logan, Lockyer Valley,

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Ipswich, Moreton Bay, Noosa, Redland, Scenic Rim, Somerset, Sunshine Coast and Toowoomba (urban extent).

Section 7.2 identifies if your property is in a koala priority area.

6.1.4 Identified koala broad-hectare areas
There are seven identified koala broad-hectare areas in SEQ. These are areas of koala habitat that are located in areas
committed to meet development targets in the SEQ Regional Plan to accommodate SEQ's growing population including
bring-forward Greenfield sites under the Queensland Housing Affordability Strategy and declared master planned areas
under the repealed Sustainable Planning Act 2009 and the repealed Integrated Planning Act 1997.

Specific assessment benchmarks apply to development applications for development proposed in identified koala
broad-hectare areas to ensure koala conservation measures are incorporated into the proposed development.

Section 7.2 identifies if your property is in an identified koala broad-hectare area.


6.2 Koala habitat planning controls
On 7 February 2020, the Queensland Government introduced new planning controls to the Planning Regulation 2017 to
strengthen the protection of koala habitat in South East Queensland (i.e. koala district A).

More information on these planning controls can be found here:
https://environment.des.qld.gov.au/wildlife/animals/living-with/koalas/mapping/legislation-policy.

As a high-level summary, the koala habitat planning controls make:
       • development that involves interfering with koala habitat (defined below) in an area that is both a koala priority area
       and a koala habitat area, prohibited development (i.e. development for which a development application cannot be
       made);
       • development that involves interfering with koala habitat (defined below) in an area that is a koala habitat area but is
       not a koala priority area, assessable development (i.e. development for which development approval is required); and
       • development that is for extractive industries where the development involves interfering with koala habitat (defined
       below) in an area that is both a koala habitat area and a key resource area, assessable development (i.e. development
       for which development approval is required).


Interfering with koala habitat means:
       1) Removing, cutting down, ringbarking, pushing over, poisoning or destroying in anyway, including by burning,
       flooding or draining native vegetation in a koala habitat area; but
       2) Does not include destroying standing vegetation stock or lopping a tree.


However, these planning controls do not apply if the development is exempted development as defined in Schedule 24 of the
Planning Regulation 2017. More information on exempted development can be found here:
https://environment.des.qld.gov.au/wildlife/animals/living-with/koalas/mapping/legislation-policy.

There are also assessment benchmarks that apply to development applications for:
- building works, operational works, material change of use or reconfiguration of a lot where:
        • the local government planning scheme makes the development assessable;
        • the premises includes an area that is both a koala priority area and a koala habitat area; and
        • the development does not involve interfering with koala habitat (defined above); and

- development in identified koala broad-hectare areas.

The Guideline - Assessment Benchmarks in relation to Koala Habitat in South East Queensland assessment benchmarks
outlines these assessment benchmarks, the intent of these assessment benchmarks and advice on how proposed
development may meet these assessment benchmarks.




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6.3 Koala Conservation Plan clearing requirements
Section 10 and 11 of the Nature Conservation (Koala) Conservation Plan 2017 prescribes requirements that must be met
when clearing koala habitat in koala district A and koala district B.

These clearing requirements are independent to the koala habitat planning controls introduced into the Planning Regulation
2017, which means they must be complied with irrespective of any approvals or exemptions offered under other legislation.

Unlike the clearing controls prescribed in the Planning Regulation 2017 that are to protect koala habitat, the clearing
requirements prescribed in the Nature Conservation (Koala) Conservation Plan 2017 are in place to prevent the injury or
death of koalas when koala habitat is being cleared.


6.4 Contact information for DES
For further information on the koala protection framework:
Phone 13 QGOV (13 74 68)
Email [email protected]
Visit https://environment.des.qld.gov.au/wildlife/animals/living-with/koalas/mapping



7. Koala protection framework details for Lot: 2 Plan: RP131369
7.1 Koala districts

 Koala District A




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7.2 Koala priority area, koala habitat area and identified koala broad-hectare
area map




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7.3 Koala habitat regional ecosystems for core koala habitat areas




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8. Other relevant legislation contacts list
 Activity                                Legislation                          Agency                               Contact details

 • Interference with overland flow       Water Act 2000                       Department of Regional               Ph: 13 QGOV (13 74 68)
 • Earthworks, significant               Soil Conservation Act 1986           Development, Manufacturing and       www.dnrme.qld.gov.au
 disturbance                                                                  Water
                                                                              (Queensland Government)
                                                                              Department of Resources
                                                                              (Queensland Government)

 • Indigenous Cultural Heritage          Aboriginal Cultural Heritage Act     Department of Seniors, Disability    Ph: 13 QGOV (13 74 68)
                                         2003                                 Services and Aboriginal and Torres   www.datsip.qld.gov.au
                                         Torres Strait Islander Cultural      Strait Islander Partnerships
                                         Heritage Act 2003

 • Mining and environmentally            Environmental Protection Act 1994    Department of Environment and        Ph: 13 QGOV (13 74 68)
 relevant activities                     Coastal Protection and               Science                              www.des.qld.gov.au
 • Infrastructure development            Management Act 1995                  (Queensland Government)
 (coastal)                               Queensland Heritage Act 1992
 • Heritage issues

 • Protected plants and protected        Nature Conservation Act 1992         Department of Environment and        Ph: 1300 130 372 (option 4)
 areas                                                                        Science                              [email protected]
                                                                              (Queensland Government)              www.environment.gov.au

 • Koala mapping and regulations         Nature Conservation Act 1992         Department of Environment and        Ph: 13 QGOV (13 74 68)
                                                                              Science                              [email protected]
                                                                              (Queensland Government)

 • Interference with fish passage in a   Fisheries Act 1994                   Department of Agriculture and        Ph: 13 QGOV (13 74 68)
 watercourse, mangroves                  Forestry Act 1959                    Fisheries                            www.daf.qld.gov.au
 • Forestry activities on State land                                          (Queensland Government)
 tenures

 • Matters of National Environmental     Environment Protection and           Department of Agriculture, Water     Ph: 1800 803 772
 Significance including listed           Biodiversity Conservation Act 1999   and the Environment                  www.environment.gov.au
 threatened species and ecological                                            (Australian Government)
 communities

 • Development and planning              Planning Act 2016                    Department of State Development,     Ph: 13 QGOV (13 74 68)
 processes                               State Development and Public         Infrastructure, Local Government     www.dsdmip.qld.gov.au
                                         Works Organisation Act 1971          and Planning
                                                                              (Queensland Government)

 • Local government requirements         Local Government Act 2009            Department of State Development,     Ph: 13 QGOV (13 74 68)
                                         Planning Act 2016                    Infrastructure, Local Government     Your relevant local government
                                                                              and Planning                         office
                                                                              (Queensland Government)

 • Harvesting timber in the Wet          Wet Tropics World Heritage           Wet Tropics Management Authority     Ph: (07) 4241 0500
 Tropics of Qld World Heritage area      Protection and Management Act                                             www.wettropics.gov.au
                                         1993




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Wildlife Online Extract

Search Criteria: Species List for a Specified Point
                 Species: All
                 Type: All
                 Status: All
                 Records: All
                 Date: All
                 Latitude: -26.4046
                 Longitude: 152.8673
                 Distance: 2
                 Email: [email protected]
                 Date submitted: Wednesday 09 Dec 2020 13:50:50
                 Date extracted: Wednesday 09 Dec 2020 14:00:02
The number of records retrieved = 218

Disclaimer
As the DSITIA is still in a process of collating and vetting data, it is possible the information given is not complete. The information provided should only be used
for the project for which it was requested and it should be appropriately acknowledged as being derived from Wildlife Online when it is used.

The State of Queensland does not invite reliance upon, nor accept responsibility for this information. Persons should satisfy themselves through independent
means as to the accuracy and completeness of this information.

No statements, representations or warranties are made about the accuracy or completeness of this information. The State of Queensland disclaims all
responsibility for this information and all liability (including without limitation, liability in negligence) for all expenses, losses, damages
and costs you may incur as a result of the information being inaccurate or incomplete in any way for any reason.

The text continues on page 98.

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