Appendix 4- SWMP

                                                                                                                    ingeniir




                         Plate 2: Noosa Shire Council Flooding and Inundation Extents in the vicinity of the site



8.    CONCLUSION
The proposed development has been analysed to provide design requirements to meet local and state
authority guidelines for stormwater quality and quantity outcomes.

The development proposes to use on site water retention for landscape irrigation, hardstand wash down and
pool top up to satisfy Council’s water quality requirements.

The proposed development can achieve the required design outcomes of the planning scheme policy by
implementing an on-site detention system sized to improve site stormwater discharge rates for all events up
to and including the 1% AEP at 2100.

If you wish to discuss this report and analysis further, please contact Daniel Kenna.

Yours sincerely,




Daniel Kenna
Beng CPEng MIEAust RPEQ 15522 NER 3133685
for and on behalf of Ingeniir Pty Ltd


                                                 Ingeniir Pty Ltd | 245001-SMP-01
                   ABN: 99 642 485 363 | PO Box 988 Maroochydore QLD 4558 | [email protected] | 0404157187
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