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Letter to Noosa Council - 20 Mitti Street Final_ · RAL20/0005
“Adamson Town Planning, specialising in providing higher order town planning advice”
and meets S2.3 (refer Attachment 6). The proposed Detached House meets the acceptable solutions
S2.1 – S2.3.
It is noted that specific outcome O2 is essentially the same as specific outcome O16 under the Noosa
Heads Locality Code, which has been discussed above. The proposed development meets specific
outcome O2 and O16 of the Noosa Heads Locality Code.
With respect to O3, the finished surface levels currently and following the construction of the open
channel will be free draining towards the channel and drainage line. No acceptable solution is
provided for this specific outcome.
With respect to O4, no fill material will be placed over services or impose any additional surcharge
loading on a service (S4.1). Any excavation for the access driveway will not affect the cover for utility
infrastructure (S4.2). No compaction by a vibrating roller will be required and or will not be within
600mm of any utility infrastructure (S4.3). The proposed Detached House either meets or is able to
meet acceptable solutions S4.1 -S4.3.
Services and Utilities O6:
The Detached House is located in an urban zone and appropriate connection will be provided to
reticulated sewerage and water supply (S6.1). The proposed Detached House meets the acceptable
solution S6.1.
Electricity supply infrastructure O7:
The proposed Detached House will not be constructed under overhead electricity lines, or within an
electricity easement (S7.1). The proposed Detached House meets acceptable solution S7.1.
Water Supply Infrastructure O8:
The proposed Detached House is not located near a water supply pipeline and meets acceptable
solution S8.1.
Steep Slopes and Landslide Hazard Areas O9:
The premises are located within a Landslide Hazard Area on Overlay Map OM6.3. In accordance with
S9.2 a specific geo-technical report was prepared by a RPEQ (Tectonic provided as Attachment 5).
The geotechnical report was prepared for the extension to the dwelling in accordance with S7.2 of the
Building Works Code.
The geotechnical engineer has certified the extension to the dwelling (Detached House) which is not
at-risk form landslide or from other land and or has identified methods of stabilising all buildings,
accessways and use area (S9.2). Further, the methods of stabilising the works have been implemented
(S9.3). The proposed Detached House meets acceptable solutions S9.2 and S9.3, with S9.1 not being
relevant.
Height O10:
15 | P a g e
18019 – 20 Mitti Street, Noosa Heads, April 2020
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