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Appendix O - SDAP Code Responses (002)
Performance outcomes Acceptable outcomes Response
development does not compromise the operation
or capacity of existing drainage infrastructure for
a state-controlled road.
PO10 Fill material used on a development site AO10.1 Fill material is free of contaminants PO10 Complies
does not result in contamination of a state- including acid sulfate content. See response to PO4.
controlled road.
Note: Soils and rocks should be tested in accordance
with AS 1289.0 – Methods of testing soils for
engineering purposes and AS 4133.0-2005 –
Methods of testing rocks for engineering purposes.
AND
AO10.2 Compaction of fill is carried out in
accordance with the requirements of AS 1289.0
2000 – Methods of testing soils for engineering
purposes.
PO11 Filling and excavation does not cause AO11.1 Compaction of fill is carried out in PO11 Complies
wind-blown dust nuisance in a state-controlled accordance with the requirements of AS 1289.0 Dust nuisance will be appropriately managed through
road. 2000 – Methods of testing soils for engineering a construction-management plan.
purposes.
AND
AO11.2 Dust suppression measures are used
during filling and excavation activities such as
wind breaks or barriers and dampening of
ground surfaces.
Stormwater and drainage
PO12 Development does not result in an No acceptable outcome is prescribed. PO12 Complies
actionable nuisance, or worsening of, See Appendix G – Stormwater Management Report.
stormwater, flooding or drainage impacts in a
state-controlled road.
PO13 Run-off from the development site is not AO13.1 Development does not create any new PO13 Complies
unlawfully discharged to a state-controlled road. points of discharge to a state-controlled road. See Appendix G – Stormwater Management Report
AND
State Development Assessment Provisions – version 2.0
State code 1: Development in a state-controlled road environment Page 4 of 21
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