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Council Report - 132005.638.03 - OTHER CHANGE TO AN EXISTING APPROVAL FOR MATERIAL CHANGE OF USE - EXPANSION OF SPECIAL PURPOSE (WASTE DISPOSAL AND RECYCLING FACILITY) & ONGOING CLEARING PURPOSES AT 561 EUMUNDI NOOSA ROAD, DOONAN - Finale
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12. The person acting on this permit shall apply and obtain all other necessary permits
including crane, road opening, hoarding, footpath occupation and/or any other
approvals required under any other Act or By-Law.
13. The transportation of all materials to and from the site shall be undertaken in a manner
such that no particulate matter escapes onto a public road. All vehicles carrying
materials either to or from the site shall be covered to prevent materials including dust
being windblown from the vehicle.
14. Unless otherwise stated, all conditions of this Decision Notice must be complied with
prior to the use commencing, and then compliance maintained at all times while the use
continues.
Approved Plans
15. Development authorised by this approval must be undertaken generally in accordance
with the Approved Plans listed in the table/s below. The plans must be amended to
incorporate the amendments listed within the table below and resubmitted to Council
prior to the commencement of any works commencing on the site.
Plan No. Rev. Plan/Document Name Date
501042 CO2 A Proposed site layout plan prepared by 7/12/2023
Noosa Council
501042 COS A Proposed offset planting plan prepared by 7/12/2023
Noosa Council
JOO352R1V2 - Noosa Landfill RRA flood Assessment 6/04/2022
prepared by Hydrology and Water
Management Consulting
The following plans require amendment.
Plan No. Rev. Plan/Document Name Date
<R2015 B Noosa Landfill – Stormwater Management 7/12/2023
Plan prepared by Topo
Amendments
▪ Update the report to reflect the current masterplan for the
site and the specific changes for the site encompassed by
the application
▪ Specify the final HES basin detail from the range of
options presented in the report, including consideration of
whether a Type-B HES basin may present a lower-risk
option compared to the flap-gated arrangement proposed
to prevent back-flows into the Type-A arrangement as
currently proposed
▪ Include all details for the sizing and proposed levels of the
HES basin within the body of the report, based on recent
detailed survey at the point of discharge and downstream;
and
▪ Include construction-phase erosion and sediment control
plans which document how the transition from the current
HES basin location to the ultimate location (including filling
for the RRA pad) will be achieved
*(Refer to Advisory Note)
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