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Appendix E - State Code 1 Template Response
Attached to the e-mail Commercial Business Type 2 Medical (Doctor's Practice) - MCU18/0195.
Performance outcomes Acceptable outcomes Response
with AS1289 – Methods of testing soils for
engineering purposes and AS4133 2005 – Methods of
testing rocks for engineering purposes.
AND
AO35.2 Compaction of fill is carried out in Not Applicable – no filling is required or
accordance with the requirements of AS1289.0 proposed
2000 – Methods of testing soils for engineering
purposes.
PO36 Development does not result in an No acceptable outcome is prescribed. Not Applicable – no filling is required or
actionable nuisance, or worsening of, proposed
stormwater, flooding or drainage impacts in a
future state-controlled road.
PO37 Run-off from the development site is not AO37.1 Development does not create any new Complies with AO37.1
unlawfully discharged to a future state-controlled points of discharge to a future state-controlled No changes to existing runoff will occur as a
road. road. result of the development
AND
AO37.2 Stormwater run-off is discharged to a Complies with AO37.2
lawful point of discharge. No changes to existing runoff will occur as a
result of the development
Note: Section 3.4 of the Queensland Urban Drainage
Manual, Department of Energy and Water Supply,
2013, provides further information on lawful points of
discharge.
AND
AO37.3 Development does not worsen the Complies with AO37.3
condition of an existing lawful point of discharge No changes to existing runoff will occur as a
to the future state-controlled road. result of the development
State Development Assessment Provisions – version 2.0
State code 1: Development in a state-controlled road environment Page 19 of 19
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