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E - Engineering Code Assessment.pdf
STORMWATER DRAINAGE DESIGN
Performance Outcomes Acceptable Outcomes Response
demonstrated this is existing disturbed areas.
unavoidable, disturbed areas
are reinstated and revegetated AO5.2
upon completion of works. Stormwater drainage
infrastructure is co-located with
other infrastructure within a
combined utility corridor where
appropriate.
AO5.3
Temporary vehicular crossings
of waterways must be designed
and constructed to be consistent
with the current International
Erosion Control Association Best
Practice Book Series.
STORMWATER QUALITY AND PROTECTION OF RECEIVING WATERS
Performance Outcomes Acceptable Outcomes Response
PO6 AO6.1 Complies.
Development is located, Stormwater runoff discharging into
designed, constructed and High Ecological Value waters as a The development is
operated to protect and result of development causes no
exempt from meeting
increase in gross pollutants, total
enhance environmental values stormwater quality
suspended solids, total
and water quality of waterways, phosphorous or total nitrogen treatment objectives in
wetlands, lakes, ground waters compared to a pre-development accordance with Qld SPP
and drainage systems. scenario. (2017). Alternative
AND stormwater quality
treatment outcomes will be
AO6.2 provided, such as sloping
All stormwater runoff is treated to impervious surfaces to
achieve maximum removal of
landscapes areas.
nutrients, gross pollutants and
suspended solids as determined
by cost to efficiency ratios. (e.g.
bioretention basins must be sized
to achieve at least 80% reduction
in total suspended solids, 60%
reduction in total phosphorous,
45% reduction in total nitrogen
and 90% reduction in gross
pollutants >5mm).
OR
AO6.3
Developments achieve a minimum
3 drop rating consistent with the
Water by Design Living
Waterways Scoring Guide
(Healthy Land and Water).
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