SUPERSEDED Referral Agency Response - Planning RAP20 0037 · RAP20/0037

Officer: 	Lisa Pienaar
Direct Telephone: 	07 53296514
Our Reference:	RAP20/0037:JElder
Your Reference:	2771 L02 NG
21 September 2020
EN Steinert & MA Steinert
C/- Martoo Consulting Pty Ltd
PO Box 1684
NOOSA HEADS  QLD  4567

[email protected]
Dear Sir/Madam,
Referral Agency Response
Planning Act 2016
I refer to your application and advise that Council, as a concurrence agency for the application, completed its assessment of the application on 15 September 2020. You are advised that Council requires conditions to be attached to any development approval. The conditions are listed below.
application details
Application No:	RAP20/0037
Street address:	48 Masthead Qy Noosaville Qld 4566
Real property description:	Lot 610 RP 883864
Planning Scheme:	The Noosa Plan (8 June 2018)
type of development
The applicant seeks the following type of development approval:
Development Permit for Building Works (Detached House)
concurrence agency conditions
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 unless otherwise amended by these conditions.
Plan No.	Issue.	Plan/Document Name	Date
SK101	P4	Renderings prepared by Gerard Smith Design	n/a
SK102	P3	Renderings prepared by Gerard Smith Design	n/a
SK103	P3	Site Plan (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK201	P3	Floor Plan – Ground level (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK202	P3	Floor Plan – Upper level (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK203	P3	Floor Plan – Roof slab (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK501	P3	Elevations – Sheet 1 (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK502	P3	Elevations – Sheet 2 (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK601	P3	Cross Sections – Sheet 1 (as annotated by Council), prepared by Gerard Smith Design	Sept 2019
SK602	P3	Cross Sections – Sheet 2, prepared by Gerard Smith Design	Sept 2019
SK 603	P3	Cross Sections – Sheet 3, prepared by Gerard Smith Design	Sept 2019
Building Height
The maximum height of the development must not exceed 8 metres above the finished ground level and the natural ground surface.
Currency Period
4.	The Currency Period for this development approval lapses if all conditions have not been complied with prior to the expiry of 4 years from the commencement of this approval, unless an application to extend the currency period is approved by Council.
Performance Bond
5.	Security in the form of a cash bond or trading bank guarantee to the sum of $5,000.00 must be submitted to Council, to secure performance of all conditions of this approval, prior to commencement of construction. The cash bond or trading bank guarantee will be returned on performance of the conditions of approval less any costs incurred by Council in respect of enforcing performance of this permit. Council reserves the right to call upon the bond or guaranteed sum to effect compliance with conditions.
Landscaping
6.	A minimum of 20% of the site must be landscaped, and 60% consist of soft landscaping.
Public Utilities and Services
Any conflict between the approved development works and an existing or proposed service (eg sewer main) must be referred to the relevant service authority for determination prior to commencement of works.
Any works in proximity to an existing or proposed service (eg sewer main) must be carried out in consultation and compliance with the requirements and/or approval of the relevant service authority.
Noosa Waters Setback
No works are approved within the 4.5 metres setback to the revetment wall.
Any landscaping as shown on the approved plans must be designed in accordance with the following requirements:
a minimum of 25% of the area must be planted with shrubs
any tree species planted must not have a mature height that exceeds 3 metres
all land within 1 metre from the revetment wall must not be planted with shrubs, and instead must be provided with either turf, ground cover, or hard pavement
Any side boundary fencing within 4.5 metres of the revetment wall must taper down to a maximum height of 1.2 metres at the revetment wall, and must have a height not exceeding 1.5 metres at a distance of 2.25 metres from the revetment wall
Driveway and Pavement
A sealed access driveway and crossover must be provided from the street to carparking on the site generally in accordance with the approved plans. The works must be undertaken and must include/address in particular:
A driveway crossover generally in compliance with IPWEA standard drawings RS-049 and RS-050 with grades in accordance with the relevant requirements of AS2890.1 and must have profile that ensure that standard vehicles entering or exiting the site will not bottom down or scrape (the driveway surface or/and the road pavement).
The driveway shall be generally 3.0m wide and must not exceed 4.0m width at the kerb line.
The driveway within the road reserve must be constructed of an approved pavement type.
The works must not adversely impact on existing natural vegetation and trees.
The works must include any necessary reinstatement of disturbed vegetation along the shoulders of the driveway.
All necessary stormwater drainage control measures must be provided so as not to concentrate stormwater runoff or cause erosion on adjoining lands.
Pavement design for privately owned works within the road reserve must be undertaken in accordance with the relevant standards and must be certified by an RPEQ.
All pavements within the road reserve must have a slip resistant surface.
Stormwater Drainage
The development works must not to cause additional ponding of water on any adjoining lands or concentrate or direct overland flow to an adjoining property.
Erosion and Sediment Control
Sediment and erosion control measures must be in place prior to works commencing and for the duration of construction *.  The site Supervising Engineer 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,
Achieve the desired environmental outcomes, and
Are maintained until site stabilisation has been established.
Council may request further controls to be installed should the implemented measures be found inefficient.
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.
Sediment must 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.
reasons for inclusion of conditions
The proposal is subject to specific built form parameters outlined in The Noosa Plan 2020.
Advisory notes
The following notes are included for guidance and information purposes only and do not form part of the referral agency conditions:
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.
Flood Compatibility
It is recommended that the flooring materials and electrical works in flood liable areas should take into consideration any potential for flood inundation eg by using flood compatible materials and having electrical wiring and fixtures well above the estimated flood level.
rEPRESENTATIONS ABOUT REFERRAL AGENCY RESPONSE
The applicant may make representations to Council about this referral agency response at any time before the application is decided pursuant to section 30 of the Development Assessment Rules.

Yours faithfully,

Lisa Pienaar
Development Planner

Enc:	Approved Plans/Documents

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PO Box 141		P. (07) 5329 6500	[email protected]	
	TEWANTIN  QLD  4565	F. (07) 5329 6501	www.noosa.qld.gov.au
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