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Request change to an approval 152004.240078.4
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152004.240078.1
33. The requirements of ENERGEX, OPTUS and TELSTRA shall be satisfied in relation to
,anyexislinrserVices~wni n curre- tIYtraverse-theaeveJopmentsite.-Wr tten
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-confirmation by the-relevant authorities that satisfactory arrangements -have -been made
to formalise any existing informal services shall be submitted prior to Council approving
the Plan of Survey.
Stormwater Drainage
34. All stormwater drainage shall be designed in accordance with the provisions of the 1987
Australian Rainfall and Runoff (A.R.R.), Australian Standard AS3500.3.2-1998
’Stormwater Drainage-Acceptable Solutions’ and Noosa Council Standards. Pipe and
channel drainage systems shall be designed to cater for the ten (10)year ARI design
storm event. In all cases the major event surface flow paths shall be designed to cater
for the one hundred (100)year ARI.
35. A suitably qualified Registered Professional Engineer, specialising in hydraulics shall
prepare engilJeering drawings and specifications for stormwater designs, which shall be
submitted in--conjunc!ion with an applicat >n fora J?evelqpment Permit for Qper~ltionaJ
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Works.
36. The stormwater discharge from the development site shall be designed such that there
is no net increase in the rate of discharge as a result of the development for storm
events up to 100 year ARI.
37. ,Tabulated hydrologic and hydraulic calculations that -demonstrate the adequacy or
otherwise of the existing site stormwater ’drainage system shall be submitted in
conjunction with a Development Permit for Operational Works. Such calculations shall
include any remedial measures necessary to rectify defects in the existing system.
Where pr posed site draina2Je is to be connected to the existing system, the calculations
shall clearly demonstrate the adequacy of the existing drainage network to accept the
additional stormwater flows.
38. Plans detailing the existing and proposed site drainage network including plans and
longitudinal sections of pipeline, the location of pits, pipe invert and pit surface levels,
junction details, size and class of pipes, trench conditions and details of surface flow
paths together with tabulated hydrologic and hydraulic calculations that detail the
drainage network and the capacities of the various surface flow regimes, shall be
submitted to Council in conjunction with a Development Permit for Operational Works.
Where flows are in excess of 100 litres/second then a hydraulic grade line analysis will
be required.
Where the catchment exceeds 1 Oha, the assessment shall be appropriately modelled.
39. Roof and surface water is to be collected on site and is to be discharged through a
single underground drain line into existing drainage in Tanderra Drive. The maximum
discharge allowable to Council’s street gutter at anyone location is 25 litres/second. A
Development Permit for Operational Works is required to be obtained in respect of the
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drainage scheme.
40. Stormwater drainage shall include measures to protect proposed allotments from run-off
from surrounding land. The design shall also address controls for gross pollutants,
nutrient run-off, oil and grease, and silt and sediment.
Underground stormwater systems shall be designed in accordance with Noosa Council’s
Engineering Design Standards, and shall be connected, where possible to Council’s
existing drainage systems.
An easement, of minimum width 4.0 metres shall be granted in favour of Council over
any stormwater pipes that traverse private property.
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