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Response to Not Properly Made Letter · OPW11/0043
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Excrusive £ifestvCe Residences
SCRC CORRESPONDENCE
22nd March 2011 fox.
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60346258
Chris Gibberd
Sunshine Coast Council
Locked Bag 72
Sunshine Coast Mail Centre
Queensland 4560
Dear Chris,
Application Number. OPW11 /0043
RE: Development Permit for Operational Work - Prescribed Tidal Works
Address: 29 Wyuna Drive, Noosaville
In response to your letter dated 25th of February 2011, please note the followings:
• Outstanding application fee - client has now paid full outstanding fees directly to Council. / \ e q-lee In C
• State Owned Resource - please find enclosed notice from Ecoaccess - ref MCY2391 1508
• Details addressing IDAS Coastal Protection and Management Regulation 2003, schedule 4A - please
find enclosed document outlining how objectives have been satisfied.
If you have any further enquires please contact our office.
Regards,
Nathan Kenzler
Paul Clout Design P/L
PO Box 152 Noosaville Qld, 4566
Suite 4/44 Mary St Noosaville
Phone: 07 5440 5388 Fax: 07 5440 5399
Email: [email protected]
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Page 2
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ExcCusive Lifestyle Residences
29 Wyuna Drive, Noosaville
Development Permit for Operational Work - Prescribed Tidal Works
Application Number. OPW1 1/0043
Address to Schedule 4A IDAS code for development
application for prescribed tidal work
2.1 Character and amenity (generally) - Prescribed tidal work not in a canal - Private purpose - outcomes:
(a) Jetty does is set back min. 3.54m from the side boundary and does not extend past the side
boundary (please refer to site plan).
(b) The proposed jetty is the only work of its type along the edge of the water fronting the lot.
(c) Jetty is not roofed.
(d) Jetty is not roofed.
(e) The Noosa Plan Division 22 section 14.171 min. setback from side boundary is 3.0m, the proposed
Jetty will be set back 3.54m (please refer to site plan).
3.1 Character and amenity (height scale size) - outcomes:
(a) the height, scale and size are consistent with requirements of the Noosa Plan 2009 and are similar
in size to the Jetties on adjacent allotments.
4.1 Character and amenity (materials and colours) - outcomes:
(a) proposed materials will be in natural timber to blend in with the natural environment. It will also be
consistent to Jetties on adjacent allotments.
5.1 Character and amenity (lighting) - outcomes:
(a) lighting shall be hooded and directed downwards.
(b) lighting shall be installed by a qualified and registered professional in accordance with the Australian
Standards
6.1 Signage - outcomes:
(a) Any sign erected or otherwise placed in position for prescribed tidal work is integrated into the design and
construction of the work.
7.1, 7.2,& 7.3 Earthwork and vegetation - outcomes
(a) No excavation or filling will be undertaken - apart from the driving of piles.
(b) Native vegetation shall not be disturbed - except in the direct footprint where placing piles.
(c) Any Native vegetation destroyed shall be replaced with native vegetation.
8.1 Public access (availability) - outcomes:
(a) no public access is blocked
9.1 Public access (safety) - outcomes:
(a) The proposed Jetty meets the Design, Construction and Safety - Jetties requirements as stipulated
in the Noosa plan Division 22 section 14.172
S9.1 Max. width of walkway is 1.5m
S9.3 Max. length of jetty head is 7.Om
S9.5 a) max. area of 10 sq. m (excluding any walkways)
b) length of 10.1 m walkway exceeds min. 3m
S9.6 one rigid handrail shall be provided
10.1 Navigable access to, or from egress from, non-tidal works - outcomes:
(a) Maritime Safety Queensland have provided a letter of no objection to the proposed Jetty (please
refer to attached letter from Department of Transport and Main Roads dated 3 February 2011).
Page 3
11.1 Navigable Infrastructure, including, access, parking, sewerage and water services - outcomes:
(a) Jetty will be for private use only. All above facilities will be accessible from the attached lot as a
private.
(b) Number of people on the Jetty at any time will be limited to the design load of the structure as outline by
John Norden and assoc. and will be kept to a minimum during any private gatherings etc.
(c) The Jetty is primarily designed for one vessel.
(d) Access is provided directly to the private land above the revetment wall - no direct access is required
through the fore shores.
12 Design, construction and safety-all prescribed tidal work
12.1 (a) Jetty has been designed in accordance with relevant Australian Standards by John Norden and Assoc.s.
(b) It has been positioned to satisfy the requirements of The Noosa Plan.
(c) The Jetty is for private use and design loads have been selected to reflect this.
(d) appropriate heights have been nominated and structural design has been prepared to withstand flooding,
tidal influences and hydrodynamic changes (refer to plans by John Norden & Assoc.s)
12.2 Piers have been founded at a depth and the walkway has been cantilevered as not to impose any additional
loading on the existing revetment wall.
12.3 Piers have been specified to prevent minimal disturbance and minimal foot print on the sediment on the bed and
banks of the tidal water.
12.4 Hardwood timbers, marine grade stainless steel, high strength concrete are all materials resistant to attack by
marine organisms, corrosion and deterioration resulting from abrasion and immersion in seawater.
12.5 As the proposed Jetty is cantilevered, it is well above any storm water outlets and will not interfere with them,
12.6 Water quality of any tidal water will not be effected. (a) All materials used in construction will be retained and
disposed of off site. (b) minimal disturbance to sediment on the bed and banks of the tidal water by placing the PVC
pipes and then removing any debris and disposing off site. (c) any material removed from the bed through the PVC
pipes (used as permanent formwork for the piers) including any acid sulphate soils will be disposed of off site.
12.7 Any trafficable surface (by pedestrians) on the proposed Jetty shall have a timber finish that is not slippery and has
an even surface that may not cause anyone to trip or fall.
12.8 The proposed Jetty is private.
12.9 Tidal water is not used for any non-marine purpose on the proposed Jetty.
12.10 not applicable
13.1 & 13.2 not applicable
14.1 not applicable
15.1 not applicable
16 Design, construction and safety -jetties and piers
16.1 Design load of 2.0 kPa has been adopted by John Norden & Assoc.s (please refer to drawings).
16.2 not applicable
16.3 mean high tide = +0.34, head height of RL +0.64, leaving level of deck at least 300mm above the
water at highest astronomical tide.
16.4 width of walkway = 1.5m (>0.9m). Jetty head width = 1.88m at widest point (<3.0m). please refer to
plans for set out).
Section 17 to 20 not applicable.
...000000000...
Page 4
Notice
Coastal development
Notice of decision - Provision of evidence of resource entitlement
This notice is issued by the Department of Environment and Resource Management pursuant to section 260 of the
Sustainable Planning Act 2009 to provide resource entitlement as delegated under the Land Act (Tidal works and prescribed
tidal work) Delegation (No. 1) 2010.
G Duffey Consulting Engineers Pty Ltd
PO Box 152
Noosavilie, QLD, 4566
Your reference: NA
Project Ref: 359288
Our reference: MCY2391
Attention: Greg and Ann Duley
Re: Request for evidence of resource entitlement for the prescribed tidal work application for a jetty
In the Noosa River connecting to 29 Wyuna Drive, Noosaville (Lot 14 on N10576), pursuant to
section 260 of the Sustainable Planning Act 2009.
The Department of Environment and Resource Management, under the Land Act (Tidal works and prescribed
tidal work) Delegation (No. 1) 2010, has considered your request received on 3 February 2011 and wishes to
advise you of the decision as specified below:
Property owner. Greg and Ann Duley
Activity: Prescribed tidal work
Activity description: Construction of a 12 m long jetty with 7 m wide head
Plan /-Drawing number: Working Drg, 10/162-1, November 2010
Over unallocated state land connecting to 29 Wyuna Drive, Noosaville,
Description of subject land:
otherwise known as Lot 14 on N10576
Decision: Evidence of resource entitlement is granted.
Page 1 of 2.080131
Department of Environment and Resource Management
www.derm. Id. v.au ABN 46 640 294 485
Page 5
ecoaccess
environmental licences and permits
Notice
Notice of decision - Provision of evidence of resource entitlement
Decision Number: SPRE01551911
This decision is current for 6- The evidence of resource entitlement can be used to support a development
months appliction until 21 September 2011.
You are advised that all applications involving disturbance of marine plants require a development approval
from the Department of Employment Economic Development and Innovation (IDAS Form 26).
It is important to note that the provision of evidence of resource entitlement over State land means that the State
has no objection to the lodgement of the application for development approval. It does not:
• imply approval of the development application; or
• affect functions the agency may exercise as the assessment manager or a referral agency; or
• authorise a right to use and occupy land.
You may need to comply with the cultural heritage duty of care guidelines under the Aboriginal Cultural Heritage
Act 2003 and the Torres Strait Islander Cultural Heritage Act 2003, refer to the guidelines on
www.derm.qld.gov.au.
The Department of Environment and Resource Management has not provided an early concurrence response
for this application. The application must be referred to the Department of Environment and Resource
Management for concurrence assessment during the IDAS referral process.
If you require more information, please contact Peter Morrall, the Project Manager, on the telephone number
listed below.
Yours sincerely
2LMarch 2011
P^IVVL^ -
Signature Date
Ben Sale Enquiries:
Manager (Sunshine Coast) Peter Morrall
Environmental Services North PO BOX 168 Cotton Tree, Q, 4558
South East Region Telephone: 07 5459 6132
Facsimile: 07 5443 9927
Department of Environment and Resource
Management
Page 2 of 2.080131 Department of Environment and Resource Management
Page 6
Sunshine Coast Regional Council 07 5475 7272
^[Sunshine Coast
y l
Locked Bag 72
Sunshine Coast Mail Centre Q 4560
07 5475 7277
E [email protected]
'-"U ..i; ABN 37 876 973 913 v,, www.sunshinecoast.qld.gov.au
Officer: Mark Lewis LL
Direct Telephone: (07) 5475 9970
Fax: (07) 5475 9853
Response Address:Locked Bag 72 Sunshine Coast Mail Centre 4560
Our Reference: ML011:VZT:OPW11/0043
Your Reference:
25 February 2011
Paul Clout Design Pty Ltd
PO Box 152
NOOSAVILLE QLD 4566
Dear Sir/Madam
Notice of Not Properly Made Application
Sustainable Planning Act 2009
I refer to your application received on 15/02/2011 and advise that the application is not
properly made pursuant to the Sustainable Planning Act 2009.
I I APPLICATION DETAILS
Application No: OPW 11 /0043
Proposal: Development Permit for Operational Work (Engineering
Works) - Prescribed Tidal Works
Street Address: 29 Wyuna Dr NOOSAVILLE
Real Property Description: Lot 14 N 10576
Planning Scheme: The Noosa Plan
2 ACTIONS REQUIRED
The application is not properly made as the following matters are outstanding:
• Outstanding application fee of $1,508.00
• State Owned Resource - the applicant has not provided evidence of an allocation of, or
an entitlement to, the resource.
• The applicant has not provided details of how the proposed work addresses the IDAS
Code for prescribed tidal works in the Coastal Protection and Management Regulation
2003, schedule 4A.
The above matters must be completed for the application to be properly made and
assessment to commence.
Pursuant to the Sustainable Planning Act 2009, the applicant is to take the actions identified
above within 20 business days of this notice or otherwise, the application lapses.
PD-DA-FM349/1-03/02/2010 Page 1 of 2
Caloundra Office Maroochydore Office Nambour Office Tewantin Office
1 Omrah Avenue 11-13 Ocean Street Cnr Currie and Bury Streets 9 Pelican Street
Caloundra 0 4551 Maroochydore Q 4558 Nambour Q 4560 Tewantin Q 4565
Page 7
OPW 11 /0043 If you have any further queries in relation to the above, please do not hesitate to contact Mark Lewis on the above number. Yours faithfully CHRIS GIBBERD SENIOR DEVELOPMENT ENGINEER - CIVIL ENGINEERING OPERATIONAL WORKS ASSESSMENT PD-DA-FM349/1-03/02/2010 Page 2 of 2
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