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Appendix H - Code Assessment
Attached to the e-mail Applicant advises of Referral - RAL19/0008.
cycle; c) no extensions to the existing reticulation
e) minimises adverse impacts to the network is necessary; or
environment (including the d) it is necessary to cross a body of water; AND
amenity of the local area) in the
short and long term; and S16.3 Street lighting is provided in accordance with
f) ensures that the existing Section 3.19 of PSP5 Engineering Design Standards –
systems are upgraded or Roads, Drainage and Earthworks;
relocated to be capable of
AND
supporting the proposed
development; S16.4 For lots not within a sewerage service area—the
lot has sufficient area and other attributes to ensure
sustainable on-site sewerage
39
disposal ;
Advisory note
PSP24 – Effluent Disposal details requirements
for the design and siting of effluent disposal
systems where located outside a sewerage
service area. Compliance with PSP24 will be
considered as part of Council’s assessment of
the plumbing and drainage application.
S17.1 Components of the essential network
infrastructure that are likely to fail or may result in
contamination when inundated by flood water –
a) comply with Table 13.12; or
b) are designed and constructed to exclude water
inundation or infiltration and resist hydrostatic and
hydrodynamic forces as a result of inundation.
O17 Essential network infrastructure
(e.g. electricity, water supply, sewerage
and telecommunications) maintains
effective function during and immediately
after flood events.
Electricity supply infrastructure Complies.
O18 Uses and works maintain a safe S18.1 Building footprints are situated clear of The proposed development allows for the safe placement of building
distance from electrical infrastructure any power easements on-site; footprints with regard to electricity supply infrastructure. There are
including substations, overhead power no existing fenced electricity substations within 50m of the subject
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