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Delegated Report - Code - Planning OPW20 0146 · OPW20/0146
Author Development Engineer, Diogo Carrico Development Assessment APPLICATION DETAILS Application No. OPW20/0146 Applicant Bax Engineering Pty Ltd Proposal Operational Works – Drainage Works, Earthworks Properly Made Date 31 August 2020 Information Request Date 23 September 2020 Information Response Date 10 October 2020 Decision Due Date 19 November 2020 Report Completed Date 4 November 2020 Report Reviewed By Mark Lewis Number of Submissions Not Applicable PROPERTY DETAILS Property Address 29 Turpentine Rd Ringtail Creek Qld 4565 RP Description Lot 5 RP 846208 Land Area 20050 m² Existing Use of Land Rural Residential STATUTORY DETAILS SEQRP Designation Regional Landscape and Rural Production Area Locality Ringtail Creek Zone Rural Residential Overlays Acid sulphates; partial Potential Impact Buffer (Bushfire); Flood (very minor area); Assessment Type Code PROPOSAL The application seeks approval for Operational Works – Drainage Works, Earthworks. The proposal plan is included below. site details Background This application follows up on a complaint from a neighbouring property that indicated that the earthworks undertaken at the subject property had created a worsening of their property’s drainage. A site inspection showed no evidence of the works creating a nuisance. Council advised the applicant that any further works would require an operational works approval since the self-assessable volume for earthworks had already been reached. Site Description 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; The Noosa Plan. The following codes from the Noosa Plan are applicable to this development: Earthworks Code; Water Quality and Drainage Code. cONSULTATION Referral Agencies Not applicable. Other 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 OPW20/0146 for Operational Works – Drainage Works, Earthworks situated at 29 Turpentine Rd Ringtail Creek Qld 4565 and described as Lot 5 RP 846208, it is recommended the application be approved in accordance with the following details for the Decision Notice: application details Application No: OPW20/0146 Street address: 29 Turpentine Rd Ringtail Creek Qld 4565 Real property description: Lot 5 RP 846208 Planning Scheme: Noosa Plan 2020 (31 July 2020) Decision details Council decided to issue the following type of approval: Development Permit for Operational Works – Drainage Works, Earthworks 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 085-001-101 A Drain Typical Sections Prepared by Bax Engineering 24/08/2020 085-001-200 A Proposed Drain Layout Plan Prepared by Bax Engineering 24/08/2020 085-001-201 A Drain 1 Longitudinal Section Prepared by Bax Engineering 24/08/2020 085-001-202 A Bund 1 Longitudinal Section Prepared by Bax Engineering 24/08/2020 085-001-203 A Drain 1 Cross Sections Prepared by Bax Engineering 24/08/2020 085-001-204 A Bund 1 Cross Sections Prepared by Bax Engineering 24/08/2020 CURRENCY PERIOD The Currency Period for this development approval lapses if the development has not substantially started by 14 November 2022, unless an application to extend the currency period is approved by Council. SITE SPECIFIC CONDITIONS A project specific Acid Sulphate Soil and Groundwater Management Plan, prepared by a qualified person* must be prepared (with recommendations) and submitted to Council before the prestart meeting. * (Refer to Advisory Note) All works must be undertaken in accordance with the findings and recommendations of the project specific Acid Sulphate Soil and Groundwater Management Plan. PRIOR TO COMMENCEMENT OF WORKS Engineering All necessary approvals from external service providers (e.g. Unitywater) and external parties on which the development works are proposed have been obtained and a copy supplied to Council. A condition report including photographs of the frontage of the site and property boundaries must be completed and submitted to council prior to the prestart meeting. 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 6245. The pre-start meeting must include the relevant parties for the following aspects of the works: Civil engineering works; Erosion and sediment control works; Other relevant parties A Construction Management Plan must be submitted to Council prior to the pre-start meeting and must specifically address the following: appropriate traffic signage in accordance with the Manual of Uniform Traffic Control Devices (MUTCD); provision for safe pedestrian access across the frontage of the site both during daily construction and after daily construction has ceased. 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 All works 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; All relevant Noosa Council Planning Scheme Policies, standard drawings, standard specifications and guidelines; 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. Earthworks 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 Section 8 of the Standard, and to a minimum of ‘Level 2’ as defined in Appendix B. Test results as required by AS 3798, and a certificate of quality and uniformity of fill shall be provided by a RPEQ and submitted to Council prior to requesting a final inspection. Slope and batters are a maximum grade of: 1 in 6 where in proximity to waterbodies; 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 9 of Environmental Protection Regulation 2008) 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 duly designed by an RPEQ or CPESC and constructed in accordance with "best practise" methods; Been revised by an RPEQ or CPESC to address the issues raised by changes in the projected construction schedule and/or methods; 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 engineer 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. Final Inspection A final inspection and approval of the completed works by Council’s Inspector is required. Please contact Council on 5329 6245 to arrange for the inspection. referral agencies Not applicable. 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 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. Qualified Person For the purpose of preparing an Acid Sulphate Soil and Groundwater Management Plan, a qualified person is considered to be either: a Registered Professional Engineer of Queensland (RPEQ); or a soil scientist with a minimum of 5 years’ experience in the field of acid sulphate soils. Prestart and Inspections Request Contact Council on 5329 6245 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: the Sunshine Coast Regional Council Manual for Erosion and Sediment Control V1.2 or other superseding document subsequently adopted by Council; Best Practice Erosion and Sediment Control, International Erosion Control Association (2008) As a general rule, a site is determined to have achieved effective short-term stabilisation if at the time of the final 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 the 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, 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. COVID-19 This development approval has been issued during the COVID-19 applicable event declared under 275F of the Planning Act 2016. The period for undertaking the approved development may be subject to a further extension of 6 months under section 275R of the Planning Act. 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. 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