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Planning Report.

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Page 6 of 7


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Editor's note—Basements should have flood immunity above the
1%AEP defined flood event with alternative means to mechanical

Noosa Plan 2020

formance outcomes PN Tell mel cel ty

 

pumping used to achieve such immunity.

 

Major Electricity Infrastructure & Substations

PO18

Development is sufficiently separated from major electricity
infrastructure and substations to minimise the likelihood of
nuisance or complaint.

A018.1
Development including any sensitive land uses is at least:

(a)
(b)
(c)

50 metres from a transmission substation;
10 metres from any other substation; and

30 metres from a transmission line easement.

AO18.2
Habitable buildings are not located within an easement for a
distribution line.

 

Not applicable

 

 

 

PO19
Development is located and designed to avoid or minimise noise
nuisance from the use of infrastructure.

ACTS

Noise emissions do not exceed 5db(A) above background noise
level internal to a habitable building measured in accordance with
AS1055.

 

Po20
Wherever practicable habitable buildings are orientated to avoid
direct overlooking of major electricity infrastructure or substations

A020

Where adjoining substations or major electricity infrastructure,
habitable buildings are orientated so that the majority of outdoor
living areas and windows of habitable rooms face away from
the infrastructure.

 

Earthworks and Drainage

PO21

Earthworks and drainage operational works do not directly,
indirectly or cumulatively cause adverse

AQ21
Filling other than accessways:

 

 

Development maintains the safety of people, property and
hazardous materials stored in bulk from the risk of landslide.

 

 

 

fof] NOOSA COUNCIL

NOOSA PLAN 2020 - AMENDED AT 25 SEPTEMBER 2020

Development, including associated access, is not located on land
identified as a landslide hazard area on a Landslide Hazard
Overlay Map.

A022.2
Development, including associated access, is located outside
moderate, high and very high landslide hazard areas and areas
with 15% slope or greater, as determined by a site-specific slope-
analysis

Editor's Note—A site- specific geotechnical assessment may be
used to demonstrate that although the proposed development is

 

 

. (a) does not extend more than the equivalent of 3 metres
impacts external to the development site by: around the main building, measured from the outer walls of
(a) causing ponding of water on the site or nearby land; the building;

(b) increasing flooding, which adversely affects the safety or (b) _ is limited to a maximum of 500m2; and
use of any land upstream and downstream; (c) does not impact on the local drainage of adjoining
(c) adversely affecting the flow of water in any properties.
overland flow path; and
(d) adversely affecting the privacy or visual amenity
of surrounding property
Editor's Note—Development should ensure that filling does not
impact on the amenity and usability of neighbouring properties
(including loss of privacy caused by relative level changes) or
offsite drainage. 1
Landslide Hazard Area
PO22 AOQ22.1

Not applicable

 

Page 6 of 7

 

 
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