08/0252 - Response to Information Request [As Published] · 142008.252

Page 2

6. Inrelation to the Infrastructure Uses Code of The Noosa Plan:-

— The catwalks are made of aluminium. The pontoons piles are finished with a
black sleeve and white pile cap whilst the pontoon may be finished with either a
brushed concrete deck or carpeted surface. The colours and finishes of the structure
are typical to other maritime structures in the area and are compatible with the boating
amenity of the area. Photographs showing examples of the finishes proposed for the
structure are attached for your information.

The structure must be sufficiently lit in accordance with the Maritime Safety
Concurrence response dated 14 May, 2007. Generally, the standard light is used (see
Photo A) where electricity is available for connection. In areas where electricity
connection is not available, our company has installed solar panelled lights examples
of which are also shown in the attached photos. These structures were installed for
Caloundra City Council and Brisbane City Council. In our client’s case it will most
likely be a solar panelled light.

i) The structure will be for public use and NOT for domestic use or commercial
use.

ii) From a visual perspective, the structure is in keeping with the structures
straight across the Inlet and the structure does not detract from any existing
use of the area. In this regard, the structure is designed to link in with the
existing easement to allow residents and visitors to access the “pathway”
from the river and vice versa. This position is both “appropriate and
practical”.

iii) As previously advice, it is anticipated that the structure will be lit either
by solar power or by electricity whereby a PE cell enables the light to be
turned off automatically at dawn and on at dusk thereby ensuring
electricity is not wasted on the structure.

iv) The structure will not pose a threat to public safety and itself will be
built in accordance with Australian Standards.

v)The structure has been positioned to ensure minimal disturbance to the
surrounding areas eg. no mangroves are to be removed and as such ensures
least impact to the environmental values of the area.

Overall, the structure is for the benefit of the residents and visitors of the
Noosa area. It has been planned and positioned in accordance with
existing planned infrastructure i.e. pathway #25 and its low lying profile
(moving up and down with tidal changes) will ensure minimal impact
when viewed from the river.

7. The site plan has been amended to show the position of the sewer crossing as
identified by the sign on site. All of the amended plans have been signed
appropriately with the corresponding engineer’s certificate included.

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Page 3

3.

8. 8.1 - The engineering certification submitted with the application included

JSP-CP-493C. This drawing is that of the proposed catwalk.

8.2 — The attached photo show the position of the proposed fixed jetty. The
area of foreshore appears to be mainly grasses with the mangrove ferns in the
area being avoided. Should any smaller mangrove ferns be discovered within
the grasses then the Department of Primary Industries & Fisheries has
requested that these be replanted downstream of the proposal. The position of
this fixed jetty ensure that the waterline mangrove see in the photograph is not
disturbed by the proposal. Ongoing maintenance will include trimming of any
of these marine type plants to ensure that the access walkways remain free and
unobstructed from growth. Such trimming will be required to be carried out in
accordance with the Self Assessable Code MP02 of the DPI & F.

As we understand it this area is not a designated sea-grass area. Should there
be any vegetation on the seabed then disturbance will be minimal with only 2
piles being driven into the seabed to secure the floating portion of the
proposal. This is preferred over a fixed timber jetty which requires far more
piles in the design which would result in far greater disturbance to any
vegetation which may exist on the seabed floor.

In summary, this proposal is for the benefit of the residents and visitors of the Noosa
area. It has been designed in accordance with the required standards and to ensure
minimal disturbance to the environmental values of the foreshore. We trust that the
information contained in this letter including the photographs and the amended plans
are sufficient for Council to finalise the assessment of the application and we look
forward to receiving the Decision Notice from Council in the timeframe pursuant to
the Integrated Planning Act.

Yours faithfully
The Jetty Specialist

\J

MRS TRICIA HOOPER
Applications Manager

Cc:- Cape Bouvard Developments P/L

Page 4

 

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TRADING AS ACN 010633119 2 INDUSTRIAL AVE BPraned ten: 051 074 992 LOT 4 SP100064
3 27/4/04 ENGINEER CHANGED TO_CARDNO F THE CALOUNDRA Cardno (Gig) Pry Lid Ph (07) 3369 9822 NOOSA
3 2(6/08 Prana CiaNceD TO ORIGINAL 5 QLD, AUSTRALIA 4551 tevel 1, 5 Gardner Close, Milton 4064 Fox (07) 3369 9722 SCALE: DATE: DRAWING NO:
2 | 18/6/04 PoNtoN ioveD ‘se aureneo | Pe Ry PHONE (oT S85 | Perea ge arey eit iatezimcaney | PROIECT: PROPOSED PONTOON & CATWALK HO _SHOWN @ AY 20/8/01 | vs CP 492
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Page 10

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| Cc Cardno
Our Ref A7900/05-018 Uliman &No Jan
Contact Paul Calver Shaping the Futura
21 July 2008
The Manager

The Jetty Specialist Pty Ltd
2 Industrial Ave
CALOUNDRA QLD 4551

Dear Sir,

Structural Design Advice .

Project: Pontoon, Piles & Catwalk
Owner: Noosa Shire Council
Address: Lot 4 on SP 100064, Noosa, QLD

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.

e Structural design criteria:

Maximum Wave Height 600mm wind wave
400mm boat wake
Wind Classification N3
Max. Current 1.4 m/s parallel to face of pontoon
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
Max Vessel Size berthed 15.0 metres length (wet) & 5.0 m beam (wet)
Relevant Codes AS1170, AS 3962 and AS 3600, except where

varied by the Prescribed Tidal Work Code

L:\A7800-05\Sub018 - Noosa Shire Council\Word\Design Advice3.dec

Cardno Ullman & Nolan

Pty Ltd
ABN 36 103 205 170

5 Gardner Close Milton Q 406
PO Box 388 Toowong
Queensland 4066 Australia
Telephone: 07 3100 2199
Facsimile: 07 3369 9722
Intemational: +61 7 3100 2195
Email: [email protected]
Web: www.cardno.com.au

Cardno Offices
Brisbane
Sydney
Canberra
Melboume
Perth

Darwin

Caims
Townsville
Mackay
Rockhampton
Hervey Bay
Sunshine Coast
Toowoomba
Gold Coast
Gosford
Baulkham Hills
Busselton

Papua New Guinea
Indonesia

Vietnam

China

Kenya

United Arab Emirates
United Kingdom
United States

 

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Page 11

21 July 2008 ? Sp) Cardno

Uliman& 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 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 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-CP-490 E
Drawing No. JSP-CP-491 F
Drawing No. JSP-CP-492 H
Drawing No. JSP-CP-493 C
Drawing No. JSP-CP-494 C

Competent Person Details

Name: Paul Calver BE RPEQ 1667

Name of firm for and on behalf person is signing:
Cardno Ullman & Nolan Pty Ltd
Level 1, 5 Gardner Close
MILTON QLD 4064

Postal address:

PO Box 388
TOOWONG QLD 4066

Phone: (07) 3100 2199 - Fax: (07) 3369 9722
Reference: A790005-018

Signature of competent person:

Oe

for Cardno Ullman & Nolan

Replaces Design Advice dated 1 November 2007

LAA7900-0S\Sub018 - Noosa Shire Council\Word\Design Advice3.doc

Page 12

 

          

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Page 13

 

 

MAX. CATWALK SLOPE @ LAT = 1:14 A PILE RL 3.6m

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TIMBER WALKWAY
BY OTHERS
PONTOON R.L 0.98m
4500
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ALUMINIUM HEADSTOCK
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TRADING AS ACN 010633119 2 INDUSTRIAL AVE BP AIVE ren: 051 074 992 Lot i P tb
5 8/7/08 BANK ORFILE AMENDED F THE CALOUNDRA Cardino (Qi) Pry Uc Ph (07) 3369 9822 as 6 1G00 Gt
1 BZ NED woos 3 Si MSTA AS | fea oh Ea AISA AEs boye/or Pees
2 W250 Fe PHONE (07)5492 5925 = » Toowong 4086. Email: [email protected] | PROJECT: 4:75 —~CP—491
rae BEALS akoeD § epep FAX a 5492 6699 a 4 Z RP.E.Q, DATE: PROPOSED PONTOON & CATWALK DRAWN BY: DIMENSIONS ISSUE
(Nol DATE AMENDMENT [issug/ SPECUTALIS T 1ST 21-708 ‘ M_ARROWSMITH MILLIMETERS F J)
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