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Delegated Report - Code - Planning RAL21 0015
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Author Graduate Development Planner, Maxwell Potter Development Assessment APPLICATION DETAILS Application No. RAL21/0015 Applicant Michelle Joy Tickner William John Tickner Proposal Reconfiguring a Lot - Rural Residential Properly Made Date 14 July 2021 Information Request Date 11 August 2021 Information Response Date 13 December 2021 Decision Due Date 9 March 2022 Report Completed Date Report Reviewed By Nadine Gorton PROPERTY DETAILS Property Address 23 Little Creek Rd Cooroibah Qld 4565 RP Description Lot 3 RP 211638 Land Area 40020m² Existing Use of Land Dwelling House STATUTORY DETAILS SEQRP Designation Rural Living Area Zone Rural Residential Precinct Not Applicable Local Plan Area Not Applicable Overlays Land Subject to Acid Sulfate Soil Above 5 metres AHD to 20 metres AHD Biodiversity, Waterways and Wetlands Overlay Area Subject to Biodiversity Overlay Bushfire Hazard Overlay Medium Potential Bushfire Intensity Potential Impact Buffer Flood Hazard Overlay Flood and Inundation Extent Assessment Type Code PROPOSAL The application seeks approval to Reconfigure one lot into two lots for Rural Residential use. The proposal involves the subdivision of the existing Lot 3 RP211638 into: Proposed Lot 30 with an area of 40020m2 Proposed Lot 31 with an area of 22600m2 The existing driveway is to be utilised for access to proposed Lot 30, whilst a new access track off Little Creek Road on the northern property boundary is proposed for Lot 31. It is noted that a vast proportion of proposed Lots 30 and 31 are identified as being within a Flood and Inundation Extent by the Flood Hazard Overlay Map and due to the impacts of this constraint, an external consultant was engaged to assess and provide advice in regard to flood immunity and safety for residents. The locality and proposal plan are included below. Figure 1 – Locality Figure 2 – Site Plan site details Background A garage received Building Approval in 1994, whilst a shed extension and swimming pool received Building Approval in 2004. It is noted that a building on proposed Lot 30 if being used as a habitable dwelling (secondary dwelling) without Council approval. Council records do not indicate when the existing dwelling house was constructed. Site Description The subject site comprises an area of 40200m2 and is relatively level with a slight fall from the south western property boundary down to the north-eastern property boundary. An existing single storey dwelling house, shed, granny flat and pool are located in the centre of the subject site and access is gained via a driveway from Little Creek Rd which forms the northern boundary of the site. The main topographical characteristics of the site are the dense and mature vegetation which is located on the south-eastern, western and northern boundaries in addition to the dam which is located near the north-eastern property boundary. Surrounding Land Uses North – Little Creek Rd, dwelling houses, dense and mature vegetation typical of the rural residential zoning. East – McKinnon Dr, dwelling houses, dense and mature vegetation typical of the rural residential zoning. South - Dwelling houses and dense and mature vegetation typical of the rural residential zoning. West - dwelling houses and dense and mature vegetation typical of the rural residential zoning. assessment Instruments for Statutory Assessment Under the Planning Act 2016 the application must be assessed against each of the following statutory planning instruments to the extent they are relevant to the development: State Planning Policy; South East Queensland Regional Plan; Planning Regulation 2017; and Noosa Plan 2020. State and Other Statutory Instruments South East Queensland (SEQ) Regional Plan The site is located within the Rural Living Area of the SEQ Regional Plan. The proposal is consistent with the regional policies of the SEQ Regional Plan. Planning Regulation 2017 The proposal is for a Rural Activity within the Rural Living Area and is consistent with the assessment benchmarks contained in the Planning Regulation 2017 for the SEQ Region. Noosa Plan 2020 The following codes from the Noosa Plan 2020 are applicable to this development: Rural Residential Zone Code; Reconfiguring a Lot Code; Works Codes; Floor Hazard Overlay Code; and Biodiversity, Waterways and Wetlands Overlay Code. The subject site is located in the Cooroibah area and is zoned Rural Residential. The proposed Reconfiguration is identified as consistent within the zone and is required to follow a code assessable application process. The application has been found to generally comply with all applicable statutory instruments. The pertinent issues arising out of the assessment are discussed below: Criteria Planning Scheme Proposal Complies Site Area Minimum 1.5 ha Lot 30 – 1.742 ha Lot 31 – 2.26 ha Yes Yes Minimum Width 30 metres Lot 30 – 90.65 metres Lot 31 – 123.44 metres Yes Yes Flooding Building Envelopes & Safe Places of Refuge The following provisions of Noosa Plan 2020 regarding building envelopes and safe places of refuge are discussed below. Reconfiguring a Lot Code Acceptable Outcome AO7.3 All reconfigured lots on land subject to a constraints or valuable feature identified on an overlay map contains a building envelope marked on a plan of development that demonstrates that there is an area sufficient to accommodate the intended purpose of the lot, that is not subject to the constraint or valuable feature or that appropriately responds to the constraint or valuable feature. Flood Hazard Overlay Acceptable Outcome AO2 The minimum area above flood level (flood free area) for each lot, is 1000m2 plus additional area of effluent disposal Acceptable Outcome AO4.2 Development provides for an area of sufficient size and dimensions on site above the PMF that allows for safe congregation and refuge. Assessment As per Figure 3, the subject site is heavily constrained by areas of flooding and inundation extent as identified by the Flood Hazard Overlay Map. In order to assess the extent of the flooding and inundation extent, Council engaged an external consultant Switchback Consulting to review the application. Figure 3 – Flooding and Inundation Extent as identified by the Flood Hazard Overlay Map The data provided by the external consultant is highlighted in the figures below: Figure 4 – 39% AEP (1 in 2 year ARI) flood depth map Figure 5 – 1% AEP (year 2100) flood depth map, Figure 6 – Probable Maximum Flood (PMF) flood depth map Figure 6 – Plot of flood depths and surface elevation along Little Creek Road from intersection with McKinnon Drive back to existing house site access on subject site. Figure 4 – 39% AEP Inundation Extent Figure 6 – 1% AEP (year 2100) Inundation Extent Figure 7– PMF Inundation Extent Figure 8 – Flood Depths Along Little Creek Road Further comments from the external consultant are as follows. Peak flood levels were also extracted at the proposed new RP boundary separating Lots 30 and 31. These are the peak flood levels affecting proposed Lot 31 (being on the most upstream location of the proposed lot) and should be used for setting finished floor level (FFL) for the future dwelling. The flood search certificate was unaware of the RAL proposal so didn’t provide peak flood levels at this location. Peak flood levels are: 1%AEP (yr 2100): 14.90mAHD (required minimum FFL 15.20mAHD) PMF: 15.19mAHD Based on the above data, the external consultant provided the following conclusions. Little creek road floods frequently. In even the 1:2yr ARI event the sag point in the road will not be trafficable There is room within proposed Lot 31 to accommodate a building above the 1%AEP (yr 2100) flood level Parts of proposed Lot 31 are flood-free in the PMF. A building with floor level based on the 1%AEP+300mm freeboard would still be flood-free in the PMF event Specific data on the amount of time that Little Creek Road is not trafficable was not available without re-running the flood model. Even if the model is re-run, the way the hydrology is set up, the inundation times will not be representative of real-world flood events. The inundation time is somewhat irrelevant given the very low flood immunity of Little Creek Road. The advice provided by the external consultant demonstrates that the proposed reconfiguring of one lot into two provides the minimum area above flood level for each lot, which is 1000m2 plus additional area of effluent disposal. Moreover, the development provides for an area of sufficient size and dimensions on site above the PMF that allows for safe congregation and refuge. With regards to the required building envelopes, the conditions of approval will necessitate that revised plans are submitted to Council containing the following. A building envelope is to be shown for proposed Lot 31 and is to be located in the South -West corner of the proposed lot and outside of the 1% AEP (2100 climate) flood inundation extent. The building envelope is to be contiguous with land which is free from inundation in the PMF event Provide an area which is 1000m2 plus additional area of effluent disposal. Bushfire The subject site is located within a Medium Potential Bushfire Intensity and Potential Impact Buffer as highlighted by the Bushfire Hazard Overlay Map. Refer to Figure 9. Figure 9 – Bushfire Hazard Overlay Map Acceptable Outcome AO7 of the Bushfire Hazard Overlay Code requires each residential lot to include a building envelope, identified on a plan of subdivision. Conditions have been included detailing that the approved plans are to be amended to include a building envelope in the South-West corner of proposed Lot 31 clear of the mapped bushfire area. It is noted that Lot 31 is mapped as being a Potential Impact Buffer and as the house site outside of the buffer area is considered to comply with Acceptable Outcome AO7 of the Bushfire Hazard Overlay Code. Biodiversity The subject site is located within an Area of Biodiversity Significance identified by the Biodiversity, Waterways and Wetlands Overlay Map. Refer to Figure 10. Figure 10 – Biodiversity, Waterways and Wetlands Overlay Map Acceptable Outcome AO2 of the Biodiversity, Waterways and Wetlands Overlay Code requires: Where clearing vegetation for the purpose of Reconfiguring a Lot: New boundaries to lots do not transect and fragment existing native vegetation; New lots are created to allow for suitable building envelopes for future buildings and works to be located within existing cleared areas or areas of low ecological value; Building envelopes are designed for each lot; and Ecological linkages and ecologically important areas are secured by environmental covenant or transferred to public ownership or through gazettal of a nature reserve. A condition is included detailing that the approved plans are to be amended to include a building envelope in the South-West corner of proposed Lot 31. As detailed in AO2 above, building envelopes are required for each lot and ecological linkages and important areas secured. The proposal complies with Acceptable Outcome AO2 of the Biodiversity, Waterways and Wetlands Overlay Code. PO2 New lots are only created if they maintain ecological linkages and minimise the clearing of vegetation. The proposed boundaries do not transect and fragment existing native vegetation. In addition, the condition detailing that the approved plans are to be amended to include a building envelope in the South-West corner of proposed Lot 31 in an existing cleared area will protect vegetation on Proposed Lot 31, whilst a separate development application is required to remove any vegetation mapped as being an Area of Biodiversity Significance on Lots 30 and 31. The proposal complies with Performance Outcome PO2 of the Biodiversity, Waterways and Wetlands Overlay Code. Access The applicant will be required to construct the new vehicle access driveways to Little Creek Road. The applicant has submitted conceptual engineering plans for the driveways noting that the standard drawing referred to on the plans is not Council’s current standard drawing. Engineering Comments Councils Coordinator of Engineering has provided the following comments: The flooding of the site is the most significant concern with the proposed development. It is understood that the assessing officer has engaged an external consultant to assess and provide advice in regard to flood immunity and safety for residents. The formation of Little Creek Road is a sealed surface with flush kerbing. No improvements are required to Little Creek Road or McKinnon Drive (a DTMR asset). The applicant will be required to construct the new vehicle access driveways to Little Creek Road. The applicant has submitted conceptual engineering plans for the driveways noting that the standard drawing referred to on the plans is not Council’s current standard drawing. Conditions of approval are recommended to be included for the submission of building envelope plans and property notes for building envelope and flooding impacts. cONSULTATION Referral Agencies SARA – Department of Transport and Main RoadsInternal Council Referrals The application was forwarded to the following internal Council officers for review and/or comment: Coordinator Engineering, Development Assessment Other Referrals The application was forwarded to the following external experts for review and/or comment: Leon Rowlands, Switchback Consulting conclusion & reasons for decision The proposed development generally complies with the requirements of the planning scheme and does not raise any significant issues that cannot be addressed by reasonable and relevant conditions. The application is therefore recommended for approval. The report is provided in accordance with Section 63(5) of the Planning Act 2016. RECOMMENDATION With regard to Application No RAL21/0015 for a Reconfiguring a Lot - Rural Residential situated at 23 Little Creek Rd Cooroibah Qld 4565 and described as Lot 3 RP 211638, it is recommended the application be approved in accordance with the following details for the Decision Notice: application details Application No: RAL21/0015 Street address: 23 Little Creek Rd Cooroibah Qld 4565 Real property description: Lot 3 RP 211638 Planning Scheme: Noosa Plan 2020 (25 September 2020) Decision details Council decided to issue the following type of approval: Development Permit for Reconfiguring a Lot - Rural Residential CURRENCY PERIOD of approval The currency period for this development approval is stated in the conditions below. assessment manager conditions PLANNING When Conditions must be Complied With Unless otherwise stated, all conditions of this Decision Notice must be complied with prior to the use commencing, and then compliance maintained at all times while the use continues. Approved Plans Development undertaken in accordance with this approval must generally comply with the approved plans of development. The approved plans are listed in the following table. These plans must be amended in accordance with the conditions. Plan No. Rev. Plan/Document Name Date 1 1 Plan of Proposed Reconfiguration of Lot 3 on RP211638, prepared by Max Watterson + Associates as amended by Condition 3 22-06-2021 194-001-002 A General Notes, prepared by BAX Engineering as amended by Conditions 10.11.2021 194-001-100 A Site Layout Plan, prepared by BAX Engineering as amended by Conditions 10.11.2021 194-001-250 A Sediment and Erosion Control Plan, prepared by BAX Engineering as amended by Conditions 10.11.2021 194-001-300 A Driveway 1 Details Plan, prepared by BAX Engineering as amended by Conditions 10.11.2021 194-001-301 A Driveway 2 Details Plan, prepared by BAX Engineering as amended by Condition 3 10.11.2021 Amended Plans Prior to endorsement of the plan of survey by Council, a metes and bounds plan shall be submitted to Council indicating the following: Plan of Proposed Reconfiguration of Lot 3 on RP2311638” prepared by Max Waterson and Associates, Dwg 21-5409AA Rev 1 dated 29-11-21: A building envelope is to be shown for proposed Lot 31 and is to be located in the South-West corner of the proposed lot and outside of the 1% AEP (2100 climate) flood inundation extent. The building envelope is to be contiguous with land which is free from inundation in the PMF event. Driverway (sic) 2 Details Plan” prepared by BAX Engineering, Dwg 194-001-301 Rev A dated 10/11/21 : Amended note for proposed driveway on Lot 31 to identify that driveway levels, apart from at culvert crossings, are to be at or below existing surface levels so as not to impede flood flows across the site. Future Development Any future dwelling constructed within proposed Lot 31 is to be located inside the Building Envelope show on the approved plans (as amended) and is to have a minimum finished floor level of 15.2AHD. Currency Period This development approval lapses if the use has not happened by 9 March 2026, unless an application to extend the currency period is approved by Council. Property Access and Driveways A residential driveway must be constructed to Lots 30 and 31. The works must be undertaken in accordance with an Operational Works approval and include: Driveways located generally in accordance with amended plan titled “Site Layout Plan” numbered 194-001-100 Revision A prepared by BAX Engineering dated 10 November 2021, Driveways generally in accordance with Council’s Standard Drawing RS-056 and any associated addendum, Driveways that do not block existing overland flowpaths or create additional ponding in the road reserve Clearing in the road reserve kept to the minimum required to construct a compliant driveway Is to have finished driveway surface levels, apart from at culvert crossings, which are to be at or below existing surface levels so as not to impede flood flows across the site. Stormwater Drainage Stormwater runoff from the development must be disposed of on-site without causing scour or damage to the subject site or any adjoining property. Services Reticulated electricity and telecommunication services must be provided to each lot in accordance with the standards and requirements of the relevant service provider. Unless otherwise stipulated by telecommunications legislation at the time of construction, the development must be provided with all necessary conduits, pits and pipes to accommodate the future connection of optic fibre technology telecommunications. Certification must be submitted to Council from all relevant service providers (Energex and NBN) which certifies that the development has met the requirements of this Decision Notice and all applicable legislation at the time of construction. Easements Unless otherwise agreed in writing by the relevant service provider, any public or third party infrastructure located on the subject site must be placed within an easement registered against the title of the property. All in accordance with the planning scheme and granted at no cost to the Grantee. Where the Grantee easements must be designed is Council or a service authority, the easement documentation must be in accordance with the Grantee’s standard easement terms. Draft easement documentation must be submitted to Council for endorsement. All works must be kept clear of any existing or proposed easements on the subject land, unless agreed otherwise in writing by the Grantee. Damage to Services and Assets Any damage caused to existing services and assets as a result of the development works must be repaired at no cost to the asset owner at the following times: where the damage would cause a hazard to pedestrian or vehicle safety, immediately; or where otherwise, upon completion of the works associated with the development. Any repair work which proposes to alter the alignment or level of existing services and assets must first be referred to the relevant service authority for approval. referral agencies The referral agencies applicable to this application are: Referral Status Referral Agency and Address Referral Trigger Response Concurrence SARA at DILGP SARA at DILGP Via MyDAS2 at https://prod2.dev-assess.qld.gov.au/suite/ (for assistance, contact DILGP at 5352 9701 or email:[email protected] Schedule 10, Part 9, Division 4, Subdivision 2, Table 1, Item 1 (10.9.4.2.1.1) – Reconfiguring a lot near a state transport corridor (Planning Regulation 0217) Schedule 10, Part 9, Division 4, Subdivision 2, Table 3 Item 1 (10.9.4.2.3.1) – Reconfiguring a lot near a state controlled road intersection (Planning Regulation 2017) The agency provided its response on 6 September 2021 (Reference No.2107-23908 SRA). A copy of the response is attached. Advisory notes The following notes are included for guidance and information purposes only and do not form part of the assessment manager conditions: Building and Construction Industry (Portable Long Service Leave) Levy The QLeave levy must be paid prior to the issue of a development permit where it is required. Council will not be able to issue a Decision Notice without receipt of details that the Levy has been paid. Co-ordination of Operational Works Assessment Additional application fees apply to Operational Work applications where the different aspects of the works are lodged separately. Significant savings in application fees will result if all works are lodged in a single application. Preparation of a Preliminary Construction Management Plan A preliminary Construction Management Plan must be submitted with the Operational Works application and must address the following: appropriate traffic signage in accordance with the Manual of Uniform Traffic Control Devices (MUTCD) provision for safe vehicle and pedestrian access across the frontage of the site both during daily construction and after daily construction has ceased. Infrastructure Charges All developments and/or changes to existing developments may require payment of “Infrastructure Charges” (as applicable) in accordance with Council’s “Charges Resolution” made pursuant to the planning legislation and regulations current at the time of issue. For further information, please refer to https://www.noosa.qld.gov.au/planning-development/development-tools-guidelines/infrastructure-charges Unapproved Dwelling Council records indicate that there is an unapproved habitable structure on proposed Lot 30. Please note that this approval does not permit the building to be used as a habitable structure. property notes The following property notes will be placed against the subject property in Council’s property record system: Specific house/effluent site A specific house site and effluent disposal area has been specified for this property - refer attached plan. No earthworks or construction of outbuildings is permitted within the designated effluent disposal area. House site specified A house site has been specified for this property as part of the conditions of subdivision approval. The approved site for the construction of a future dwelling is shown on the attached plan. Flood Proposed Lot 31 Part of the lot is flood prone. No building or structure used for domestic living, including dwelling houses and outbuildings (such as garages, carports, garden & tool sheds, swimming pools, effluent disposal trenches, irrigation areas and solid fencing) is to be located below the 1%AEP floodline. Proposed Lot 30 The note is applicable to the lot but it would appear that part of the existing dwelling may stand below the 1%AEP flood line for the year 2100. VARIATION approval details Not applicable. further development permits required Type of Development Permit Required Subject of the required Development Permit Development Permit for Operational Works Property Access & Driveway. submissions Not applicable. RIGHTS OF APPEAL You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the Planning Act 2016 is attached. During the appeal period, you as the applicant may suspend your appeal period and make written representations to Council about the conditions contained within the development approval. If Council agrees or agrees in part with the representations, a negotiated decision notice will be issued. Only one negotiated decision notice may be given. OTHER DETAILS If you wish to obtain more information about the decision, electronic copies are available on line at www.noosa.qld.gov.au or at Council Offices. [word/footer1.xml] Page 15 of 15 [word/header1.xml] 3 [word/header2.xml] DEVELOPMENT ASSESSMENT DELEGATED REPORT [Attachment: image2.png (image text)] 129. | =} ¥, 26ha Blo +? WG 1.742ha House Site Shed 176.36 AG [Attachment: image4.png (image text)] Depth (m) = control line ( Figure 4) = 0.2600 0.3900 \, 0.5200 \ 0.7800 1.0000 = | u =. he » x ‘ | , & =" [Attachment: image5.png (image text)] trol line ( Figure 4) Cr a ¢ Whee ~ [Attachment: image7.png (image text)] Flood Depth (m) 0.9 08 07 0.6 0.5 04 03 0.2 01 —— 39%AEP —— 1%AEP ——PMF Surface Elevation 50 100 150 200 Chainage (m from McKinnon Dve Intersection) 250 300 17 16.5 16 15.5 15 14.5 14 13.5 13 Surface Elevation of Road Centreline (mAHD) [Attachment: image8.png (image text)] seca
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