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Delegated Report - Code - Planning OPW21 0247
Author Development Engineer, Laurie Schreck Development Assessment APPLICATION DETAILS Application No. OPW21/0247 Applicant Britten Built Constructions Proposal Operational Works - Earthworks, Vehicle Crossover Properly Made Date 27 August 2021 Information Request Date 21 September 2021 Information Response Date 27 September 2021 Decision Due Date 08 November 2021 Report Completed Date 29 September 2021 Report Reviewed By Mark Lewis PROPERTY DETAILS Property Address 46 Bryan St Sunshine Beach Qld 4567 RP Description Lot 635 RP 48111 Land Area 607.0000 m² Existing Use of Land Vacant Residential (dwelling recently demolished) STATUTORY DETAILS SEQRP Designation Urban Footprint Zone Low Density Residential Precinct Not Applicable Local Plan Area Not Applicable Overlays Landslide Hazard Overlay (High Hazard) Assessment Type Code PROPOSAL The application seeks approval for an Operational Works – Earthworks and Vehicle Crossover. The locality and proposal plan are included below. Figure 1 – Locality Figure 2 – Driveway Plan Figure 3 – Earthworks Plan site details Background This application has been submitted for the driveway and earthworks as required by the higher order approval (RAP21/0011). Site Description The subject site is located in sandy soil. A Slope Stability report was submitted with the higher order RAP application that provided recommendations for the construction of the proposed development. The inclusion of temporary contiguous concrete piles results from the recommendations of the Slope Stability assessment. There are trees located on the adjoining properties (No. 44 and 48) in close proximity or against the property boundaries. A condition has been added to submit an Arborist report before the prestart meeting that addresses the effected neighbouring trees and provides recommendations to protect the integrity of the trees. The verge area has a steep cross fall sloping up from the back of kerb. The steep gradient of the verge has resulted in a crossover design that has grades slightly in excess of the standard drawing along with minor verge reshaping to cut the crossover into the verge. There is an existing sewer main in the verge that will not be impacted by the crossover. Surrounding Land Uses 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. Noosa Plan 2020 The following codes from the Noosa Plan 2020 are applicable to this development: Driveways and Parking Code; Earthworks Code. cONSULTATION Referral Agencies Not applicable. Internal Council Referrals Not applicable. 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 OPW21/0247 for an Operational Works – Earthworks and Vehicle Crossover situated at 46 Bryan St Sunshine Beach Qld 4567 and described as Lot 635 RP 48111, it is recommended the application be approved in accordance with the following details for the Decision Notice: application details Application No: OPW21/0247 Street address: 46 Bryan St Sunshine Beach Qld 4567 Real property description: Lot 635 RP 48111 Planning Scheme: Noosa Plan 2020 (25 September 2020) Decision details Council decided to issue the following type of approval: Development Permit for Operational Works – Earthworks and Vehicle Crossover. CURRENCY PERIOD of approval The currency period for this development approval is stated in the conditions below. assessment manager conditions 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 unless otherwise amended by these conditions. Plan No. Rev. Plan/Document Name Date 31084-C2 - Earthworks & Piling Plan as prepared by SCG Consulting Engineers May 2021 31084-C2.2 - Earthworks & Piling Details as prepared by SCG Consulting Engineers May 2021 31084-C3.1 - Driveway & Crossover Plan as prepared by SCG Consulting Engineers May 2021 31084-C3.2 - Driveway & Section Details as prepared by SCG Consulting Engineers May 2021 CURRENCY PERIOD The Currency Period for this development approval lapses if the development has not substantially started by 05 October 2023, unless an application to extend the currency period is approved by Council. SITE SPECIFIC CONDITIONS Prior to the prestart meeting, an Arborist Report must be submitted to Council that addresses the protection of the trees that will have their structural root zones impacted by the works. The report must include recommendations to ensure the protection of the trees. All works must be undertaken in accordance with the recommendations of the Arborist Report. Written consent from the adjoining property owners must be submitted to Council for any trees located on the neighbouring properties that require removal for the construction of the boundary walls/fencing. Verge reshaping either side of the crossover must be undertaken to ensure a smooth transition from the crossover to the adjoining verge area and must not exceed grades greater than 1 in 4. All verge reshaping must be stabilised with turf and topsoil and maintained by the Developer until established. Bonds A site control and/or compliance bond of $2500 is to be submitted to Council prior to the pre-start meeting. The pre-start meeting will only be held once Council's Construction Engineering Officer has confirmation that the bond monies have been received by Council. The bond will be refunded less any costs incurred by Council in ensuring compliance with these conditions or any additional inspections incurred for substandard work or work undertaken not in accordance with this permit. PRIOR TO COMMENCEMENT OF WORKS Engineering A condition report including photographs of the frontage of the site must be completed and submitted to Council prior to the prestart meeting and prior to any works commencing. Certificates demonstrating currency of public liability insurance and works insurance covering the works must be submitted to Council prior to the prestart meeting. Council must be contacted at least 5 working days prior to any works commencing to organise a prestart. The contact number to arrange a pre-start meeting is 5329 6500. The pre-start meeting must include the relevant parties for the following aspects of the works: Civil engineering works; Erosion and sediment control works; and Other relevant parties A Construction Management Plan must be submitted to Council prior to the pre-start meeting and must specifically address the following: Traffic Management during all aspects of the construct phase including: A Traffic Management Control Plan in accordance with Manual of Uniform Traffic Control Devices (MUTCD) detailing all temporary signage and traffic control measures prior to construction; Maintenance of safe pedestrian access across the frontage of the site both during daily construction and after daily construction has ceased; and Proposed fencing to the site during the construction phase of the development. Include a post out to the local residents advising of the proposed development, the expected time frames and the site contact details; Include signage in prominent locations on the boundaries of the site advising of the proposed development, the expected time frames and the site contact details. For haulage operations involving significant volumes of fill material or excavated material being transported onto or off the site: details on the location of external fill sites/sources, the haulage route, type of vehicle to be utilised during filling operations and frequency of usage. NB any damage to the existing road system as a result of haulage operations shall be fully repaired at the applicant’s expense. Any changes to the details associated with the supervising RPEQ or Principal Contractor during construction, must be notified to Council in writing within five business days of the change occurring. Any conflict between the development and an existing or proposed service must be referred to the relevant service authority for determination prior to commencement of works. DURING CONSTRUCTION Engineering The earthworks must be supervised by a Registered Professional Engineer of Queensland (RPEQ) who is independent of the Developer and Principal Contractor, and they must certify that all works conform to the Operational Works permit. Where municipal works are involved, such confirmation must be submitted for the respective hold points prior to any site inspection by Council Officers. All works must be constructed and work procedure undertaken in accordance with: The approved plans/documents and conditions detailed in this Decision Notice; The relevant conditions of the higher order Referral Agency Planning approval viz. RAP21/0011 to which this approval relates; All relevant Noosa Council Planning Scheme Policies, standard drawings, standard specifications and guidelines; and The latest version of the Healthy Waterways document “Water Sensitive Urban Design Technical Design Guidelines for South East Queensland” for all water quality devices to be constructed on site. Works within Road Reserve/Reinstatement Safe pedestrian access on all streets in the vicinity of the development must be maintained at all times. Should footpath/road closures be necessary to carry out construction works, Council’s Engineering Officer must be notified prior to the proposed closure and all requirements complied with. All frontage works must match neatly with existing road and verge/footpath features. Additional works beyond the frontage may be required to provide an acceptable transition to existing road and verge/footpath profiles. Site Access and Driveways Driveway crossovers must be constructed in accordance with Council’s Standard Drawings RS-049 and RS-050. Any existing unnecessary or redundant property accesses must be removed, and the kerb, footpath and verge area reinstated to match the existing footpath and/or verge treatments. Grassed verge areas to be reinstated must be provided with 100 mm topsoil and grass seed or turf, and must be maintained by the developer until established. The following must be complied with during the construction of the required crossover/driveway: The driveway surfacing must consist of either an approved hot mixed asphaltic concrete or patterned/plain concrete; The driveway must be constructed so as not to concentrate stormwater runoff onto neighbouring properties; Underground service conduits for water supply, electricity and any other services must be provided as part of the access driveway; and The property access must be located a minimum of 1m clear of existing power poles, streetlights or other signage. The developer is responsible for any necessary relocation of existing services to provide this clearance and must contact the relevant service authorities and comply with their requirements in relation to these works. Earthworks and Retaining Walls All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines on Earthworks for Commercial and Residential Development, with geotechnical testing undertaken in accordance with the standard. Fall protection must be provided to retaining walls that are over 1m high. Slope and batters are a maximum grade of: 1 in 4 for grassed areas. 1 in 3 for planted areas 1 in 2 for combined structural engineering and planting solutions. Stormwater Drainage Appropriate scour protection must be provided at the outlet of all stormwater pipes including temporary outlets. Works associated with this permit must not adversely impact on the existing drainage conditions on other properties (e.g. by blocking or interfering with natural overland flows). Construction of all internal stormwater drainage works must comply with the relevant section/s of Australian Standard AS/NZS 3500.3. Erosion and Sediment Control Prescribed Water Contaminants (as defined in Schedule 10 of Environmental Protection Regulation 2019) must not be released from the site or to waters within the site, or be likely to be released should rainfall occur, unless all reasonable and practicable measures are taken to prevent or minimise the release and concentration of contamination. Sediment and erosion control measures must be in place prior to works commencing. If such measures are not in place or are not satisfactory, “on the spot” fines may be issued. Such fines can be issued if sediments from the site are found to enter or have the potential to enter Council’s stormwater system, natural waterways, any downstream stormwater filtration system or adversely impacting on other properties. The sediment and erosion control design and measures have NOT been approved, it is the site's Supervising Engineer who is responsible for ensuring that the sediment and erosion control measures have: Been revised to address predicted rainfall events, and Achieve the desired environmental outcomes. Council may request further controls to be installed should the implemented measures be found inefficient. The erosion and sediment control measures must be designed, installed and maintained in accordance with the Supervising Engineers instructions and the current best practice standards * (Refer to Advisory Note). The developer must ensure non-essential exposure of soil is prevented by restricting the extent of disturbance and minimising the duration of soil exposure to adverse weather conditions and effectively turf, cover or stabilise any disturbed area without delay and prior to rainfall occurring. The developer must ensure sediment does not leave the site or enter onto adjoining properties or Council’s drainage system due to surface runoff or on tyres of vehicles and/or machinery. It is essential to implement appropriate approved erosion and sediment control measures throughout the site during all phases of construction including vehicle shakedown pad/grid (or similar) at the access to the construction site. Where sediments or other contaminants are deposited on a road, they must be removed so as not to enter Council’s drainage system or waterways. Prior to the completion of the development and commencement of use, all site surfaces must be effectively stabilised using methods which have achieved effective short-term stabilisation and which will continue to achieve effective stabilisation in the medium to long-term. For the purpose of this condition, an effectively stabilised surface is defined as one that does not, or is not likely to result in visible evidence of soil loss caused by sheet, rill or gully erosion or lead to sedimentation, or lead to water contamination. 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. FOLLOWING CONSTRUCTION Certification Upon completion of the work a certificate must be issued by an RPEQ certifying that the works have been constructed in accordance with the Operational Works permit. A final inspection and approval of the new driveway and completed reinstatement works by Council’s Inspector is required. Please contact Council on 5329 6500 to arrange for the inspection. referral agencies Not applicable. Advisory notes ADVISORY NOTES The following notes are included for guidance and information purposes only and do not form part of the assessment manager conditions: General Advisory Notes As this driveway is a private structure, the owner bears full responsibly for the standard of its construction, maintenance and any liabilities associated with its construction. It is recommended that professional advice be sought for the construction of the driveway to ensure that the driveway is constructed in accordance with standard drawings RS-049 and RS-050. Council has undertaken an audit check of the Operational Works drawings in relations to the proposed works. A detailed check of the calculations and drawings has not been undertaken, as they have been certified by a RPEQ. The RPEQ bears full responsibility for all aspects of the engineering design. Council reserves the right to require further amendments and/or additions at a later date should design errors become apparent. Council reserves the right to call up any performance bond held or levy charges against the property, should emergency works be required to be undertaken by Council to make the site safe due to inactivity on the development site for extended periods of time. Should any changes or modifications to the approved plans be required as a result of construction constraints, a “Request to change an existing approval” under the Planning Act 2016 must be made. Amended plans clearly indicating the changes must be lodged with this application along with the appropriate fees. Prestart, On and Off Maintenance Inspections Request Contact Council on 5329 6500 to arrange a prestart or an inspection giving a minimum of 5 business days’ notice of preferred inspection time. If Council officers are required to undertake additional inspections of the same works, a reinspection fee will be applicable in accordance with Council’s Fees and Charges register applicable at the time. Environmental Advisory Notes The Environmental Protection Act 1994 states that a person must not carry out any activity that causes, or is likely to cause, environmental harm unless the person takes all reasonable and practicable measures to prevent or minimise the harm. Environmental harm includes environmental nuisance. In this regard persons and entities, involved in the civil, earthworks, construction and landscaping phases of this development are to adhere to their ‘general environmental duty’ to minimise the risk of causing environmental harm. Erosion and Sediment Control Accepted best practice standards include International Erosion Control Association Australasia Best Practice Erosion and Sediment Control Qualified Person, for the purpose of erosion and sediment control is a Certified Professional in Erosion and Sediment Control (CPESC) or suitably experienced Registered Professional Engineer of Queensland (RPEQ). As a general rule, a site is determined to have achieved effective short-term stabilisation if at the time of the completion of works inspection: Methods of stabilisation are: appropriate for slopes and slope lengths; and are consistent with best practice environmental management practices such as in the Manual for Erosion and Sediment Control or the IECA Manual; and Stormwater runoff from the site is not currently, and is not likely to result in visible evidence of sedimentation or erosion, or lead to water contamination. If at the time of request for final inspection, the method of short-term stabilisation has not achieved a level of stability that Council's Officers believe will have a high probability of achieving long term stability (i.e. until house construction has occurred on all lots), Council Officers may take the following matters into consideration in determining whether the site is capable of achieving medium to long-term stability: evidence that the site has been effectively stabilised in the short term; evidence that soil has been adequately ameliorated; evidence that seed of annual and perennial grass species has been applied at an adequate rate; and that grass seed has germinated at a density that is likely to achieve an effective grass cover. 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 property notes Not applicable. VARIATION approval details Not applicable. further development permits required Not applicable. 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 11 of 11 [word/header1.xml] 3 [word/header2.xml] DEVELOPMENT ASSESSMENT DELEGATED REPORT [Attachment: image1.png (image text)] QLD 456 £Newea Delphine | Guchy Untiow Clty Sue) « ‘Spe aehipark [Attachment: image2.png (image text)] L3AYLS NVAUE [Attachment: image3.png (image text)] ———— =: biyan SUeet ke ONTOS ens, 1284 88094 ‘nam oF une 10 ETMED N ACCERDANCE WH (GRA OE LAE noECTEN —__ on Fon Nees Fo GF neieoNG STRICTES TROUFWG GRA WAL, fen cas corns coNDETE uN, DESO ‘0 MSTALATON 8 OTS. UNM ‘nanDN EOS 70 Be USD FoR ISTALAN, BRATON COUR IUnAGENY ey Pune OONRACTOR LOR (MPN EXTENT EQURED To SATS CRA [Une RUECTON CF NONE SRICURES, OTR OEM, 4 | a PROPOSE BUILDING | ‘xo oF Fun 10 Detsunen Ws nH fun oes une peoecton — oF NECN STRUCTURES —Li-J-! “i WOKES 1:2 ‘aon aaTERD _« fn Fw eusovent ‘GNSTRICTEN. | <i RE True FUNG SSS oo For UPR FooTNGS TO PASS OF, Tok [Attachment: image4.png (image text)] 224RP 48111 Zones @ Low Density Residential » 2 cena Medium Density Residential G38RP48111 6 sigh Density Resisenia 7 conan Tourist Accommodation esrnbastt1 . 43 I Major Centre e4asRPaei11 41 48 orP1s1 mm Diswice Centre _ es6RPas111 i gm Local Centre 251RP4B111 acters 43 Neighbourhood Centre 26 easReast11 2crPi4) 250RP48111 Low Imp: Industry 39) 24 5 50RP48513 Medium Impact Industry 249RP48111 ‘3 eet Recreation and Open Space 22 252RP48111 @ 249RPA8111 2 oBuPS167 BME Environmental Management and Conservation 25 (253RP48111 Saree 35) Community Facilities . (0sP181232 23 Innovation 254RP48111 40 = 632RP48111 ee aesnPae111 o MB Rural Residential 38 SSBB IU es1RPABt11 19 Community Facilities Label Legend 256RP48111 a 654RP4811.
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