Delegated Report - Planning OPW17/0534

Author	Mark Lewis
Development Assessment

APPLICATION DETAILS
Application No.	OPW17/0534
Applicant	Pile-It Pty Ltd
Proposal	Operational Works - Jetty and Boat Lifting Device
Properly Made Date	17 August 2017
Information Request Date	22 August 2017
Information Response Date	18 September 2017
Decision Due Date	3 November 2017
Report Completed Date	<
Number of Submissions	N/A

PROPERTY DETAILS
Property Address	29 The Promontory, Noosaville Qld 4566
RP Description	Lot 828 SP 102579
Land Area	974.0000 Square Metres
Existing Use of Land	Detached Housing

STATUTORY DETAILS
SEQRP Designation	Urban Footprint
Locality	Noosaville
Zone	Detached Housing
Overlays	Natural Hazard – Flood Hazard, Acid Sulfate Soils
Assessment Type	Code
PROPOSAL
The application seeks approval for Operational Works – Jetty and Boat Lifting Device.
site details
Background
The site is occupied by a detached dwelling with a twin jetty in the canal frontage.
cONSULTATION
Referral Agencies
Not applicable
Other Referrals
The application was referred to the Planning and Environment Manager due to the proposed boatlifting device. The device is of a style and design that has not been used previously in Noosa but is generally in accordance with the Watercourses Works Code
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.
application details
Application No:	OPW17/0534
Street address:	29 The Promontory Noosaville Qld 4566
Real property description:	Lot 828 SP 102579
Planning Scheme:	The Noosa Plan (3 July 2017)
Decision details
Council decided to issue the following type of approval:
Operational Works - Jetty and Boat Lifting Device
CURRENCY PERIOD of approval
The currency period for this development approval is 2 years starting the day that this development approval takes effect.
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
27216-J1		Jetty Plan and Details prepared by SCG Consulting Engineers	August 2017
27216-J2		Boatlift Seabed Anchors and Kayak step prepared by SCG Consulting Engineers	August 2017
		Sunstream Floatlift prepared by Sunstream Boat Lifts	
The boatlift must be the FL6012 model as described on the approved plan.
No roofing or canopy type structures are to be installed on the jetty or boat lifting device without obtaining prior written approval from Council
All structures must be designed and constructed such that they are free standing within the waterway and are not connected to or behind the revetment wall
All structures must have no detrimental effects on stormwater drains and/or easements.
Jetties must have a level-walking surface of R.L 1.000 A.H.D or be level with the top of the revetment wall.
A rigid handrail must be fitted on one side of the walkway.
No posts or vertical supports of the proposed jetty are to extend vertically from the structure unless they provide support for the handrail.
There must be no electrical reticulation system carrying electricity in excess of 24 volts beyond the revetment wall unless all switches and power outlets are positioned above the 1%AEP flood level.
Lighting associated with the use must be designed, installed, operated, and maintained in accordance with Section 3 of AS4282 Control of the Obtrusive Effects of Outdoor Lighting.
Rock scour protection, wrapped in geotextile, extends from 750mm up to approximately 5000mm from the face of the revetment wall in Noosa Waters. Piles are to be:
Located clear of this rock protection where applicable, or alternatively
Where the scour protection extends beyond 750mm:
Prior to driving piles, the rocks are to be removed to expose the geotextile and the geotextile cut neatly to allow it to be turned back. During pile driving, care is to be taken to ensure the geotextile is not damaged. At the completion of pile driving, the fabric is to be turned down around the pile and the rocks replaced around the piles
The jetty and boatlifting device are to be used for private purposes only with no commercial operations to be undertaken.
Boat repair activities are not permitted on site.
Wastewater and sullage must only be disposed of at approved pumpout facilities.
The mooring facility must not be utilised for live-aboard purposes.
Any construction and post construction activity is not to impact on the condition of the waterway, and is to be conducted so as not to breach the Environmental Protection Act EPA (1994) and the Environmental Protection (Water) Policy 2009.
Certification by a Registered Professional Engineer of Queensland that states that the jetty and boatlifting device are constructed in accordance with best practice methods and are structurally sound must be submitted to Council. This certification must be submitted to Council within three (3) months of the completion of the works.  A final inspection and approval of the structure by Council’s Inspector is also required.  Please contact Council’s Planning Assessment Section (Development Audit & Response Officer 0428738563) to arrange the inspection.
This approval lapses where the construction of the jetty and boat lifting device has not commenced within two (2) years of the date of issue of the approval, unless application is made and approved by Council for an extension.
After completion, the proposed works must be maintained in a sound state of repair in accordance with the approved plans
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.
The approval or conditions do not absolve the owner of the land from complying with all the conditions of this approval and/or relevant Council By-Laws and Policies and/or relevant statues and/or statutory regulations in the execution and/or performance of said works.
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 Sustainable Planning Act 2009 must be made. Amended plans clearly indicating the changes must be lodged with this application along with the appropriate fees.
property notes
Not applicable.
VARIATION approval
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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DEVELOPMENT ASSESSMENT DELEGATED REPORT