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Development Application - Part 2 of 2 - Correspondence & Plans · OPW11/0256
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THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part ^-Of 2-
pplication number: Opw (I oZc,^
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Page 2
environmental licences and permits
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.
Belmont Park Investments Pty Ltd
C/- The Jetty Specialist
2 Industrial Avenue, Caloundra QLD 4551
Your reference:
Project Ref: 364357
Our reference: SPRE01989611 /MCY2509
Attention: Steve Belt
Re: Request for evidence of resource entitlement for the prescribed tidal works application for a
jetty in the Wyeba Creek at 19 Dolphin Crescent, Noosaville, Lot 77 on N10573, pursuant to
section 260 of the Sustainable Planning Act 2009 by Belmont Park Investments Pty Ltd.
The Department of Environment and Resource Management (DERM), under the Land Act (Tidal works and
prescribed tidal work) Delegation (No. 1) 2010, has considered your request received on 7 June 2011 and
wishes to advise you of the decision as specified below:
Property owner: Belmont Park Investments Pty Ltd
Activity: Prescribed tidal works
Activity description: Construction of a jetty
Plan / Drawing number: JSP-SJ-24200
19 Dolphin Crescent, Noosaville
Description of subject land:
Lot: 77 Plan: N10573
Evidence of resource entitlement is granted. The application may proceed in
Decision:
the absence of an allocation of, or entitlement to, the resource.
Page 1 of 2 • 080131
Environmental Protection Agency Queensland Government
www.epa.qld.gov.au ABN 87 221 158 786 Environmental Protection Agenr y
I c -!a -! Parks and Wildlife Service
Page 3
ecoaccessenvironmental licences and permits
Notice
Notice of decision - Provision of evidence of resource entitlement
Decision Number: SPRE01989611
This decision is current for 6 The evidence of resource entitlement can be used to support a development
months appliction until 18 January 2012
Evidence of resource entitlement has been granted, as specified in the table above, to Belmont Park
Investments Pty Ltd on behalf of the owner of the property described as Lot 77 Plan N10573 located at Wyeba
Creek, Noosaville.
You are advised that all applications involving disturbance of marine plants require a development approval
from the Department of Employment, Economic Development and Innovation (DEEDI) (Integrated Development
Assessment System (IDAS) Form 1 Part O2).
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.
DERM has not provided an early concurrence response for this application. The application must be referred to
DERM for concurrence assessment during the IDAS referral process.
If you require more information, please contact Brodie Lucht, the Project Manager, on the telephone number
listed below.
Yours sincerely
Signature Date
Ben Sale Enquiries:
Manager Brodie Lucht
Environmental Services PO Box 168, Cotton Tree, QLD 4558
South East Region North, Sunshine Coast Telephone: 5459 6132
Facsimile: 5459 6190
Department of Environment and Resource Management
Delegate of the Chief Executive for the Department of
Environment and Resource Management as authorised
under the Land Act (Tidal works and prescribed tidal
work) Delegation (No. 1) 2010
Page 2 of 2 • 080131 Environmental Protection Agency
Page 4
Queensland
Government
16 May 2011 Department of
Transport and Main Roads
The Jetty Specialist
2 Industrial Avenue t r.
Caloundra Qld 4551
Dear Sir
Operational Work, Prescribed Tidal Works - Request for comments
Pontoon - Belmont Park Investments Pty Ltd, 19 Dolphin Crescent, Noosaville (Lot 77
CP#N 10573)
Thank you for your letter of 4 May 2011 about your proposal to construct a pontoon at the location
mentioned above.
As a concurrence agency, Maritime Safety Queensland has no objection to the proposal provided the
following navigation and marine safety conditions are complied with.
1. The contractor must build the pontoon according to The Jetty Specialist, drawing JSP-SJ-24200,
Issue A, attached to your letter dated 4 May 2011.
2. No part of the structure or any ship berthed at this structure is to come closer than I.5metres from
the side boundaries of the allocated water space as shown on the submitted water allocation plan.
3. The pontoon and all freestanding piles must be lit and clearly visible to approaching vessels. The
contractor must position all lighting so it does not cause a risk to the safe navigation of other
vessels.
4. The applicant or his agent is responsible for the removal of any existing structure above or below
the waterline, and must contain and remove any debris. Any pile that needs to be removed must
be totally extracted.
5. The ship moored at this pontoon must follow the most direct course from this structure to open
waters and a similar direct course when returning to this pontoon.
Department of Transport and Main Roads Our ref 215/00003(3) P4935-MOM P5068-MOM F32
Maritime Safety Queensland Your ref
Marine Operations (Brisbane) Enquiries James O'Connor
MacArthur Avenue East Telephone +61 7 3860 3504
Pinkenba Queensland 4008 Facsimile +61 7 3860 3571
Website www.msq.gld.gov.au
Email [email protected]
Page 5
6. The owner is to ensure that the ship berthed at this structure must maintain sufficient under keel
clearance at all stages of tide. The ship must comply with any local restrictions placed on channel
depths and draft restrictions.
7. Any ships and equipment you or your agent use must comply with the Transport Operations
(Marine Safety) Act 1994, the Transport Operations (Marine Safety) Regulation 2004 and the
Transport Operations (Marine Pollution) Act 1995.
8. Any ships using this structure must comply with the Transport Operations (Marine Safety) Act
1994 and the Transport Operations (Marine Safety) Regulation 2004.
9. Any ship moored at this pontoon/jetty must not impede the safe navigation of other ships or
restrict safe access to or from neighbouring structures.
10. Any ship, dry berth or device (including Air Lifting Pontoons) berthed, moored or attached to the
pontoon must not exceed the following sizes:
Wet Berth Dry Berth
Length Overall - 8 metres N/A
Beam - 4 metres
11. The contractor must construct the pontoon within two years from the date of approval. If
construction is not completed, you will need additional or amended comments from the Regional
Harbour Master.
Maritime Safety Queensland does not need to be further consulted if all of the above conditions are
met.
The above conditions must be included in your application to the assessment manager.
This agency will also forward a copy of this letter to the Assessment Manager.
Yours sincerely
` Captain Glenn Hale
y ^ A/Regional Harbour Master (Brisbane)
Page 2 of 2
Page 6
^^ Car dno
Ullman& Nolan
Shaping the Future
Our Ref B7900-05-008(254)
Cardno (Old) Pty Ltd
Contact Paul Calver Trading as Cardno Ullman & Nolan
ABN 57 051 074 992
27 May 2011 Level 11
515 St Paul's Terrace
Fortitude Valley QLD 4006
The Manager Australia
The Jetty Specialist Pty Ltd
2 Industrial Ave Locked Bag 4006
Fortitude Valley QLD 4006
CALOUNDRA QLD 4551
Australia
Dear Sir
Phone: 61 7 3100 2199
Fax: 61 7 3369 9722
Structural Design Advice www.cardno.com.au
Project: Proposed Jetty
Owner: Belmont Park Investments Pty Ltd
Address: Lot 77 (19) Dolphin Crescent, Noosaville
We, Cardno Ullman & Nolan Pty Ltd, advise that the proposal to construct the
works described above has been checked by us. When the works are constructed
in accordance with the approved drawings and in the location shown, the proposed
works are structurally adequate for the anticipated usage in this location and
should comply with the design and safety provisions of the Prescribed Tidal Work
Code (Schedule 4A of the Coastal Protection and Management Regulation 2003),
based on the design criteria, and assumptions listed below.
Basis of Design Advice
• The works do not impose loads that would significantly affect existing
structures
• The works do not adversely affect the stability of the bed and banks in
the near vicinity of the structure
• Structural design criteria:
Maximum Wave Height 400mm wind wave
300mm boat wake
Wind Classification N3
Max. Current 1.4 m/s parallel to face of jetty head
Scour Reasonable scour effects from flood flows and
tidal flows have been considered
Debris Load To AS 3962
Impact Loads Minor loads without some damage to structure
0.3m/s maximum berthing velocity
Max Vessel Size berthed 8.0 metres length (wet) & 4.0 m beam (wet)
Maximum displacement 2.5 tonne
Relevant Codes AS1170, AS 3962 and AS 3600, except where
varied by the Prescribed Tidal Work Code.
Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea
United Kingdom • United Arab Emirates • United States • Operations in 60 countries
IAb7900-05\sub008t254-be1mon1 park investments pty Itdlwordldesign adv'ce.doc
Page 7
2 Cardno
27 May 2011 Ullman& Nolan
This design advice does not cover the construction or installation of the works on site. The Builder shall
confirm the adequacy of the site conditions during installation and shall advise the Engineer in writing if
variation from details shown on the drawings occur. No detailed site investigation or studies have been
carried out by us or provided to us. The design review has been carried out on the basis of limited
enquiry only. Pile depths shown are applicable to founding in stiff clay or dense sand. There is some
additional risk of failure should the above design criteria be exceeded, or actual site conditions be
inferior to those assumed. If ground conditions other than those described above are encountered
during construction or seabed levels encountered are deeper than those shown on the drawings,
further advice should be sought.
This design advice relies on standard designs prepared by other consultants, but does not warrant
them.
The structure is to be built in accordance with the following referenced documentation, using good
building practice.
Referenced documentation
• Drawing No. JSP-SJ-24200 B
Competent Person Details
Name: Paul Calver BE RPEQ 1667
Name of firm for and on behalf person is signing:
Cardno Ullman & Nolan
Level 11 Green Square Nth Tower
515 St Paul's Terrace
Fortitude Valley Qld 4006
Postal address:
Locked Bag 4006 Fortitude Valley
QLD 4006 Australia
Phone: (07) 3100 2199 Fax: (07) 3369 9722
Reference: B790005-008 (254)
Signature of competent person:
for Cardno Ullman & Nolan
Page 8
2 / M16 S.S BOLTS THROUGH
12mm PLATE UNDER EACH w
CATWALK CORNER TO-1 a
1500 LONG X 200 X 200 JETTY RL 1.20m
WALL BRACKET
H,A.T RL O.68m..
70 X 10 CLEATS 100 HIGH ON
BOLTS LOOSELY FITTED TO JETTY WALKWAY HEADSTOCKS
30 LONG SLOTTED HOLES TO CARRY JOISTS1
IN WALL BRACKET TO ALLOW A.H.D R.L O.Om LEVEL DATUM z
CATWALK MOVEMENT I , ann_. I MI;W;S R E
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In
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STANDARD PIANO HINGE
4 / M16 S.S BOLTS BRACKET BOLTED TO
CHEMSET TO WALL DOUBLE JOISTS WITH
100 X 100 0
4 / M16 S.S BOLTS r
FENDER POSTS
3 / 100 X 100 HWD-,r1T NG, a
FENDER POSTS 3500 MIN. EMBEDMENT
ALONG MOORING FACE INTO DENSE SAND 3150 46kNm R.C it
HEADSTOCK DETAIL OR STIFF CLAY INSITU PILES
M16 S.S THREADED ROD
& CATWALK THROUGH 4mm ROLLED
COLLAR OVER PILE
CONNECTIONS
SCALE 1:20
PROPOSED JETTY 500 X 5 AL. TUBE LADDER
0
C11
-5000
500 ---2000---1--2000- 4-{ -500
100 X 100 I / I Note:
FENDER POSTS
Existing structures shown
) 93 in approximate position only.
3150 4 kN1'n R.C 7L -- l
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INSITU PILES WITH II r
ALUMINIUM HEADSTOCKS
/V^IG1^In,vm v^USej heap 4^,.
DILAPIDATED TIMBER ,
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FABRICATED ALUMINIUM
SITE PLAN & CATWALK LANDING BRACKET
WATER ALLOCATION
FIXED TO EXISTING WALL WITH
4 / M16 S.S CHEMSET BOLTS
LAYOUT PLAN
SCALE 1:100 0
SCALE 1:500
THE MARINA SPECIALIST CIIENf: BELMONT PARK INVESTMENTS P / L ME- SITE PLAN, LAYOUT, ELEVATION,
TWIDNC AS ACN 010633119 2 M4DUSTRIAI AVE
Cordonurrm Nolan
FBN: 45 103 205 205
LOT 77 (19) DOLPHIN CRES DETAILS & WATER ALLOCATION
THE CALOUNDRA h (07) 3100 2199
OLD. AUSTRALIA 4551 Len! 11. North Toer 515 St Pa* Ta, I NOOSAVILLE SCALE: ;28/4 RAW NR'
Fortitude Volley, Qd 4006 Fox (07) 3369 9722
PHONE (07)5492 5925 Locked Elaq 4006. Fortitude Volt Old 4006. Email: cordno0cordno.com.au PRQECI: PROPOSED JETTY AS SHOWN 11 JSP-SJ-24200
FAX (07) 5492 6699 CHE CKED- R.PX-Q. N CNEEKED
DATE AMENDMEW /E6? Z7-5.1 MA
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IETRES 8 A3
Page 9
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BOTTOM OF PILES BOTTOM OF PILES BOTTOM OF PILES i.1 BOTTOM OF PILES r1
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3150 DECK PILE 3150 PONTOON PILE 3150 PONTOON PILE 4000 PONTOON PILE
46kNm 61 kNm 83kNm l3OkNm
THE MARINA SPECIALIST CLIENT: g€L v^.9-!^ }'A2K AIM j )1 /vac .JT- (i TITLE: 315 & 400 DIAMETER REINFORCED
ACN 051 074 992
CONCRETE INSITU PILE CONSTRUCTION
Ph (07) 3389 9822 DATE: DRAWING NO:
N4oi k 04 L 4_4 SCALE:
Fax (07) 3360 9722
&no1: cardroOcadnocom.a PROJECT: STANDARD DRAWING 1:25 20/4/99 JSP-SD-045
DRAWN CH ,FD DIMENSIONS ISSUE
DATE L __2/41 0 MA MIWMETERS C A3
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