Council archive · source document
DILGP_Concurrence agency response With conditions_SDA-0616-030855 · OPW16/0016
Our reference: SDA-0616-030855 Your reference: MLEWIS:OPW16/0016 Applicant reference: 15253 25 July 2016 Brett de Chastel The Chief Executive Officer Noosa Shire Council PO Box 141 TEWANTIN QLD 4565 Email: [email protected] Dear Mr de Chastel Concurrence agency response—with conditions 2 Parkyn Court, Tewantin QLD 4565; Lot 388 on MCH839039; Lot 400 on MCH839039; Lot 178 on MCH5169 (Given under section 285 of the Sustainable Planning Act 2009) The referral agency material for the development application described below was received by the Department of Infrastructure, Local Government and Planning under section 272 of the Sustainable Planning Act 2009 on 13 June 2016. Applicant details Applicant name: Quadrant Holdings Pty Ltd C/- Project Urban Applicant contact details: PO Box 6380 MAROOCHYDORE BC QLD 4558 [email protected] Site details Street address: 2 Parkyn Court, Tewantin QLD 4565 Lot on plan: Lot 388 on MCH839039; Lot 400 on MCH839039; Lot 178 on MCH5169 Local government area: Noosa Shire Council Page 1 SEQ North Region Level 8, Mike Ahern Building 12 First Avenue PO Box 1129 Maroochydore QLD 4558
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 11 pages
Page 2
SDA-0616-030855
Application details
Proposed development: Development Permit for Operational Works – Prescribed
Tidal Works (Deck)
Aspects of development and type of approval being sought
Nature of Approval Brief Description of Level of
Development Type Proposal Assessment
Operational Work Development Prescribed Tidal Works - Code Assessment
Permit Deck
Referral triggers
The development application was referred to the department under the following
provisions of the Sustainable Planning Regulation 2009:
Referral trigger Schedule 7, Table 2, Item 13—Tidal works, or development in a
coastal management district
Schedule 7, Table 2, Item 15—Tidal works, or development in a
coastal management district
Conditions
Under section 287(1)(a) of the Sustainable Planning Act 2009, the conditions set out in
Attachment 1 must be attached to any development approval.
Reasons for decision to impose conditions
Under section 289(1) of the Sustainable Planning Act 2009, the department must set out the
reasons for the decision to impose conditions. These reasons are set out in Attachment 2.
Approved plans and specifications
The department requires that the following plans and specifications set out below and in
Attachment 3 must be attached to any development approval.
Drawing Title Prepared by Date Reference no. Version
Development Permit for Operational Works (Prescribed Tidal Works)
General arrangement International Marina 30/11/2015 4901-101 -
and elevation Consultants
Deck setout International Marina 30/11/2015 4901-103 -
Consultants
Pile layout and profile International Marina 2/12/2015 4901-104 -
Consultants
Demolition plan International Marina 4/12/2015 4901-107 -
Consultants
A copy of this response has been sent to the applicant for their information.
Department of Infrastructure, Local Government and Planning Page 2
Page 3
SDA-0616-030855
For further information, please contact Lauren Higgins, Planning Officer, SARA SEQ North on
3882 8407, or email [email protected] who will be pleased to assist.
Yours sincerely
Garth Nolan
Manager (Planning)
cc: Quadrant Holdings Pty Ltd C/- Project Urban, [email protected]
enc: Attachment 1—Conditions to be imposed
Attachment 2—Reasons for decision to impose conditions
Attachment 3—Approved Plans and Specifications
Department of Infrastructure, Local Government and Planning Page 3
Page 4
SDA-0616-030855
Our reference: SDA-0616-030855
Your reference: MLEWIS:OPW16/0016
Applicant reference: 15253
Attachment 1—Conditions to be imposed
No. Conditions Condition timing
Development Permit for Operational Works – Prescribed Tidal Works (Deck)
7.2.13 Tidal works, or development in a coastal management district—Pursuant to section
255D of the Sustainable Planning Act 2009, the chief executive administering the Act
nominates the Director-General of the Department of Environment and Heritage Protection to
be the assessing authority for the development to which this development approval relates for
the administration and enforcement of any matter relating to the following conditions:
1. The development must be carried out generally in accordance with For the duration of
the following plans: the works
- General arrangement and elevation, prepared by International
Marina Consultants, dated 30/11/2015, reference 4901-101
- Deck setout, prepared by International Marina Consultants,
dated 30/11/2015, reference 4901-103
- Pile layout and profile, prepared by International Marina
Consultants, dated 2/12/2015, reference 4901-104
- Demolition plan, prepared by International Marina
Consultants, dated 4/12/2015, reference 4901-107
2. Erosion and sediment control measures are to be installed and For the duration of
maintained to prevent the release of sediment to tidal waters. the works the
subject of this
approval
3. Submit “As Constructed drawings” to [email protected] or mail Within two (2)
to: weeks of the
completion of the
Department of Environment and Heritage Protection
works
Permit and License Management
Implementation and Support Unit
GPO Box 2454
Brisbane Qld 4001
4. As a result of works the subject of this approval any disturbed or For the duration of
oxidised acid sulphate soil must be treated and managed in the works the
accordance with the current Queensland Acid Sulfate Soil subject of this
Technical Manual: Soil management guidelines, prepared by the approval
Department of Science, Information Technology, Innovation and
the Arts, 2014.
Department of Infrastructure, Local Government and Planning Page 4
Page 5
SDA-0616-030855
No. Conditions Condition timing
7.2.15 Tidal works, or development in a coastal management district—Pursuant to section
255D of the Sustainable Planning Act 2009, the chief executive administering the Act
nominates the Director-General of the Department of Transport and Main Roads to be the
assessing authority for the development to which this development approval relates for the
administration and enforcement of any matter relating to the following conditions:
5. The development must be carried out generally in accordance with For the duration of
the following plans: the works
- General arrangement and elevation, prepared by
International Marina Consultants, dated 30/11/2015,
reference 4901-101
6. (a) Provide written notice to: (a) At least two
(2) weeks
Regional Harbour Master (Brisbane)
prior to the
Maritime Operations Base
commenceme
MacArthur Avenue East
nt of works.
Pinkenba QLD 4008
(b) Within two (2)
when the development authorised under this approval is
weeks of the
scheduled to commence.
completion of
Each notice must state this application number, the location works.
and name of registered place and the condition number
under which the notice is being given.
(b) Provide written notice to:
Regional Harbour Master (Brisbane)
Maritime Operations Base
MacArthur Avenue East
Pinkenba QLD 4008
when the development authorised under this approval has
been completed.
Each notice must state this application number, the location
and name of registered place and the condition number
under which the notice is being given.
7. All vessels, structures, plant and equipment associated with the While the works
construction of the approved works must be lit/marked in are occurring.
accordance with the following specifications and requirements
such that undertaking the construction works does not cause a risk
to the safe navigation of ships:
(a) Any anchors deployed must be marked with yellow buoys
and fitted with FL yellow lights.
Lighting provided must not obscure, disguise or otherwise
interfere with the effectiveness of navigational lighting.
8. (a) Any debris or similar obstruction encountered whilst While the works
undertaking the work must be disposed of at the applicant’s are occurring.
cost.
(b) All piles and/or structures to be demolished, both above and
Department of Infrastructure, Local Government and Planning Page 5
Page 6
SDA-0616-030855
No. Conditions Condition timing
below the waterline must be completely extracted/removed.
9. The construction, operation or maintenance of the structure, and At all times
any ship moored at this structure, must not impede the safe
navigation of other ships or restrict safe access to or from
neighbouring structures.
Department of Infrastructure, Local Government and Planning Page 6
Page 7
SDA-0616-030855
Our reference: SDA-0616-030855
Your reference: MLEWIS:OPW16/0016
Applicant reference: 15253
Attachment 2—Reasons for decision to impose conditions
The reasons for this decision are:
To ensure the development is carried out generally in accordance with the plans of
development submitted with the application.
To ensure the development avoids or minimises adverse impacts on coastal resources
and their values.
To allow for compliance in relation to what is considered generally in accordance with
the approved plans when preliminary plans are submitted with the application.
Development inconsistent with the approval may have an impact on coastal
management that was not considered in assessment.
To ensure any disturbance to acid sulphate soils is managed to prevent impacts to
coastal environments.
To facilitate the monitoring of the development works for compliance purposes.
To ensure that at all times, all lights on or above the development site do not interfere
with safe navigation in surrounding waterways.
To ensure the development does not encroach on the navigable waterway in a way that
impedes the safe passage of vessels.
Department of Infrastructure, Local Government and Planning Page 7
Page 8
SDA-0616-030855 Our reference: SDA-0616-030855 Your reference: MLEWIS:OPW16/0016 Applicant reference: 15253 Attachment 3—Approved plans and specifications This page has been left intentionally blank Department of Infrastructure, Local Government and Planning Page 8
Page 9
NEW CONCRETE SLAB EXISTING CONCRETE SLAB LOWER DECK RL. +137m AHO =} \ il int i tt Il HI ot tl i ll u u Hy I I 0 5 2, +. +. 4b 7b 7b = MA cu Li WA HH tl tl Hi Hil ll tA tH ill 401 MCH839039 — PROPOSED DECK EXTENSION 48660 2, 7. *L =L zk = 4L *L -L 2L ee 2k Zk = i cc NOTES. 4, FOR GENERAL NOTES REFER TO ORAWING 4901-100. 2. ALL DIMENSIONS ARE IN MILLIMETRES UNO. 3, BASE DRAWING FROM HARBOUR TOWN SITE PLAN 14/01/2005 AND SURVEY PLAN FROM JONES FLINT & PIKE DRAWING No M1994-01, 4, PROPOSED DECK AREA 409m? APPROX, NEW CONCRETE SLAB AREA 285m" APPROX. ~ S\= UPPER DECK RL. +2.2m AHD tT OAR +0.55m AHD } oT | 1 foMnws. *0.27m AHO // MSL +0.04m AHD MLWS. -0.14m AHD LAT. -0.34m AHD AAAS TH HI I Il ll Hl Ul ll lI I i ll I ll I I NORTH ELEVATION 10 G 20 25m FOR APPROVAL Ht \z ‘AT. -0: i \ Bed LEVEL -157m AHD APPROX. st toa ¢ J. M. CEMAN REGISTERED PROFESSIONAL ENGINEER SCALE 1: 250 (A3) OF QUEENSLAND NUMBER : 2938 | nternational Cllent: Title: Revision: Date: 30/11/2015 M } NOOSA MARINA GENERAL ARRANGEMENT Drawing No.: 4901-101 arina AND ELEVATION Scale: 4: 250 (A3) Consultants ae Drawn By: Consultants fo the Marina industry. | NOOSA HARBOUR MARINE VILLAGE —_ International Marina ANDERLEY QLD 4103 NORTHERN DECK EXTENSION . Consultants Pty. Lid. Prone (073892571 be ued or heat Approved By: A.C.N. 079 905 481 Fax (07138925611 the written permission of Email : inc@mc: International Marina Consultants
Page 10
NOTES. | FOR GENERAL NOTES REFER TO ORAWING 4901-100. 1 2. BASE DRAWING FROM HARBOUR TOWN SITE PLAN 14/01/2005 AND SURVEY PLAN FROM JONES FLINT & PIKE DRAWING No M1994-01, eee ~\ 3, PROPOSED DECK AREA 409m? APPROX. NEW CONCRETE SLAB _—— ate y Woon , AREA 285m? APPROX, 2964 \gASe SOE - ‘ 020m 4 aa _ Benn — \ erase Bs: : 280° 0° 3° aro ; p Behe 401 ; NEW CONCRETE SLAB LZ McHB39039 \ } i 49.487m \ / ‘08° 9° 14” \ ae EXISTING CONCRETE SLAB SE wlge \ aN foam Z/ SQN gp 0 0 Sax 7 \ 2 FSae . & 40 > ‘ MCHE39 fo ae \ fe EL ML A - ==> \ EL? OC” — C7 \/ 156° 54° 25 L/D ‘ \ aa, => A SS 7 a KH EXISTING FLOATING STRUCTURE ~— <4 TO BE REMOVED -f \s, ™ \3, B, \ 0 5 0 & 20 25m SSE SS EES) SCALE 1: 250 (A3) A J, M. LEMAN REGISTERED PROFESSIONAL ENGINEER FOR APPROVAL OF QUEENSLAND NUMBER : 2938 . Client: Title: Revision: Date: 30/11/2015 International NOOSA MARINA DECK SETOUT Drawing No-t 4994-403 Marina Scale: Consultants — —_ Project: Drawn By: TAS. Consultants to the Marina Industry. NOOSA HARBOR MARINE VILLAGE Designed By: International Marina NWEMEY LO 43 NORTHERN DECK EXTENSION AUSTRALIA This plan Is copyright and cannot Consultants Pty. Ltd. none (07138925711 be used duced without Approved By: A.C.N. 079 905 481 Fax (oMaEgREEtT © the written permission of proved By Email : [email protected] International Marina Consultants
Page 11
TOP OF PILE REFER SCHEDULE
/ HAT. +4,06m AHD
/ MHWS. +0.62m AHD
~
MSL. +0.04m_AHD
\LgMLWS. -0.t4m AHD
LAT. -0.34m AHD
BED LEVEL VARIES
—SSS—SSSSSSg
NOTES.
4, FOR GENERAL NOTES REFER TO DRAWING No. 4904-100.
2, PILES
- TOLERANCE FOR DRIVING IN PLAN +/- SO mm,
MEASURED AS THE WORST COMBINATION OF PLAN
DEVIATION AND OUT OF PLUMB OVER FULL TIDAL RANGE.
VERTICAL = 1 IN 200 MAX QUT OF PLUMB.
3, CONTRACTOR TO ADVISE ENGINEER IF BED LEVEL DIFFERS
FROM THE DESIGNED LEVELS BY MORE THAN 300mm.
4, ALL DIMENSIONS ARE IN MILLIMETRES UNO.
TRS Hl TRITITS
II
Bg, OU PILE SCHEDULE
za) pu] DESIGN MMM | PLE
ae | Wo, | BED LEVEL PLE SIZE EMBEDMENT | TOP LEVEL
(m AHD) (m {m AHD)
I A |-050 TO -157 203 x 8 WALL THICKNESS FRP PILE 4.0 +199
tl B 0.0 TO -050 203@ x 8 WALL THICKNESS FRP PILE 40 +116
PILE PROFILE
SCALE 1: 100
§2082 6790
3360, 350033401290, 400 ——" mE
| | [-P_1e._—| rl __
8 | 7 - 2 °o o ll ° ° o °o o o °o oO °o 8
all « B Bo UB A A A A A A A A A A A oS
3] 8 » A 3
| B B B 8 2
§ A A | A A A A A A A A A A
8
2980 |
PILE LAYOUT
SCALE 1; 200
Zz
J. M. LEMAN
REGISTERED PROFESSIONAL ENGINEER
FOR APPROVAL OF QUEENSLAND NUMBER : 2938
Date:
| nternational a Titles Revision: 2/12/2015
Mari NOOSA MARINA PILE LAYOUT AND PROFILE Drawing NOx gao1 194
arina Soalet
. AS SHOWN
Consuttants Project: Drawn By:
Consultants to the Marina Industry. NOOSA HARBOUR MARINE. VILLAGE TJS.
Intrnatlona Marina ween =| NORTHERN DECK EXTENSION ——__ Destaned By:
onsultants '° je AUSTRALIA Is plan Is copyright and canno’
ACN. 079 905 ai PET, Ce) fe Sa! carectee! pte | Approved Bp
Email : International Marina Consultants
Page 12
__LEASE BOUNDARY _ cA -- — ares ws se ee as —— -- \ HANDRAILING, SECURITY FENCING 400 \ AND GATE §0H839039 \ [ GANGWAY AND FITTINGS PONTOONS x TP NOTES. 4, FOR GENERAL NOTES REFER TO DRAWING 4901-100. 2, ALL EXISTING HANDRAILS, SECURITY FENCING AND GATE, GANGWAY, PONTOONS, PILES AND PONTOON RESTRAINTS TO BE REMOVED LEGEND: ——__ 70 BE REMOVED | L 0 5 0 6 20 25m SCALE 1: 250 (A3) FOR APPROVAL se J. M. CEMAN REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND NUMBER : 2938 | nternational M arina Consultants Consultants to the Marina Industry. 473 Amertey Road ANNERLEY OLD 4103 AUSTRALIA Phone (07138925711 Fax (0738925611 Ema: inc@ime International Marina Consultants Pty. Ltd. A.C.N. 079 905 481 Client: NOOSA MARINA Project: NOOSA HARBOUR MARINE VILLAGE NORTHERN DECK EXTENSION Title: DEMOLITION PLAN a= 4/12/20 Revision: Drawing No.: 4901-107 Seal: 1; 250 (AD) Drawn By: TJS Designed By: This plan [s copyright and cannot be used or reproduced without Approved By: the written permission of Internatlonal Marina Consultants
Used in these records
DILGP_Concurrence agency response With conditions_SDA-0616-030855.pdfRelated documentApplication case desk ↗
About this file
- File size
- 604 KB (small file)
- File type
No other editions are linked here.