15230_Information Response_100915

Scott Sobey

Subject:                        39 Duke Street Sunshine Beach - Build adjacent sewer



From: Jarrod Murphy <[email protected]<mailto:[email protected]>>
Date: Mon, Aug 31, 2015 at 9:28 AM
Subject: FW: 39 Duke Street Sunshine Beach - Build adjacent sewer & Information Request for
To: "Jack Lewis ([email protected]<mailto:[email protected]>)"
<[email protected]<mailto:[email protected]>>
Cc: "John Dunn ([email protected]<mailto:[email protected]>)"
<[email protected]<mailto:[email protected]>>

Hi Jack

I can confirm that as shown on the design plan drawing number SD.201, that the accurately located sewer
plotted on the plan shows the building clear of the sewer main and in compliance of the QDC MP 1.4. There
is no further requirement of Unitywater for an application regarding Building Over/Adjacent to the Sewer.
A Connection Application (Other Than A Standard) is required and this will address the development and
the water and sewer connection issues. This application will result in the issuing of the Unitwater Certificate
of Completion of which is required by council prior to the release of the survey plan. For information
regarding this please go to http://unitywater.com/Development/Applications

Kind Regards

Jarrod Murphy | Development Officer
Unitywater
Development Services
Infrastructure Planning and Development Branch
6-10 Maud Street, Maroochydore
PO Box 953 Caboolture Qld 4510
t: 07 5409 3872
e: [email protected]<mailto:[email protected]>


From: John Dunn [mailto:[email protected]<mailto:[email protected]>]
Sent: Monday, 31 August 2015 5:57 AM
To: Jarrod Murphy
Subject: Re: 39 Duke Street Sunshine Beach - Build adjacent sewer & Information Request for

Jarrod
Attached are the latest drawings with the sewer line adjacent to the building - accurately plotted by a
surveyor.
The sewer line SGM2533859 at SM2665919 is 0.54m & at SM2665304 is 0.87m.
The closest point to the building at approx 0.85m & allowing for a 0.10m encroachment for the buildings
footings.
Based upon a 2.30m setback to the wall, 2.20m setback to the omp of the footings less the 0.85m sewer
setback from the side alignment = 1.35m setback to the CL of the sewer & complies with QDC MP 1.4 in
particular section A2.1(2)(a) & Figure 10.
Clearances around Manhole SM2665919 also comply.

Can you please email Jack Lewis at NSC advising the building location now complies with QDC MP 1.4 &
UW requirements.

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