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Information Request OPW24 0043 · OPW24/0043

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                                                 Officer:            Morgan Gaffney
                                                 Direct Telephone:   07 53296370
                                                 Our Reference:      OPW24/0043
                                                 Your Reference:     0377

2 May 2024


Ironbark SMSF P/L TTE
C/- Pivotal Perspective Pty Ltd
3/93 Hilton Tce
TEWANTIN QLD 4565
[email protected]



Dear Jack
                                  Information Request
                                      Planning Act 2016

I refer to your application and advise that Council requires further information to satisfactorily
assess the proposal.
1.    APPLICATION DETAILS

 Application No.               OPW24/0043

 Street Address:               48 Elm St Cooroy Qld 4563

 Real Property Description:    Lot 1 RP 155843

 Planning Scheme:              Noosa Plan 2020 (25 September 2020)

2.    INFORMATION REQUIRED

The information requested is set out below:
Issue – Retaining Structures
The proposed layout plan shows up to a 2m finished level difference between the building pad
and carparking/footpath area. The location and heights of retaining structures required to
stabilise these earthworks is unclear.
Information Required
1.    Amend the plans to show the location and heights of any proposed retaining structures.
      Or alternatively, include additional details of proposed stabilisation methods for these
      areas.
Issue – Stormwater
The Stormwater Layout Plan nominates Structure A-1 as the bio basin, Structure A-2 as the
OSD tank and Structure A-3 as the existing gully pit on Pearl Street, with green arrows
assumed to be the indicated direction of pipe flow as highlighted below.




ABN 97.969.214.121                                                                     PO Box 141
noosa.qld.gov.au                                                                Tewantin QLD 4565
[email protected]                                                                07 5329 6500
                                                                                         Page 1 of 4
Full text of the other 3 pages

Page 2

               Stormwater Layout Plan (RECOR Drawing 040 Revision 2)
The pipe invert levels shown on the Stormwater Drainage Long Section however indicates
that stormwater is flowing from the existing gully pit (A-3) to the OSD tank (A-2), and then to
the bio basin (A-1). Overflow from the carpark therefore will bypass the OSD tank, and lawful
discharge is not achieved. It is also unclear where the bio basin outlet is proposed to connect
to, will there be a connection into the existing Council stormwater pipe within the easement?




                                                                                       Page 2 of 4

Page 3

                     Stormwater Long Section (Prepared by RECOR)
Information Required
2.   Provide amended stormwater plans clarifying the direction of stormwater flow between
     the three structures A1, A2 & A3.
3.   Clarify the outlet connection for the bio basin.
4.   Provide finished surface levels for the drainage easement to clarify the proposed
     direction of overland flow along the eastern boundary.
3.   DUE DATE FOR RESPONSE TO INFORMATION REQUEST

The due date for providing the requested information is 2 August 2024. Email your response
to [email protected]. Please advise Council of your response to this information request
in accordance with section 13 of the Development Assessment Rules.
If you do not provide a response before the due date, it will be taken as if you have decided
not to respond to the information request and Council will continue with the assessment of
your application.
4.   OTHER DETAILS

You can follow the progress of this application online at www.noosa.qld.gov.au. The “Online
Services” page can be accessed via "Quick Links" on the left hand side of the screen.
Should you have any further queries in relation to the above, please do not hesitate to contact
me on the number above.




                                                                                       Page 3 of 4

Page 4

Yours faithfully,

Morgan Gaffney
Senior Development Engineer

Page 4 of 4

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