Planning Report 60669

              4.1.4 Stormwater Management


              The proposed development combined with the natural fall of the land will result in
              overland stormwater flow being discharged to the existing stormwater drainage
              systems along Sail Street and Lake Weyba Drive as legal points of discharge. As
              such, the development will result in a non-worsening stormwater arrangement for
              the surrounding properties. Please refer to the Engineering Report prepared by Tod
              Consulting and attached at Appendix D of this report, which outlines stormwater
              quality details and addresses stormwater quantity as follows:


                In regard to water quantity the increase in impervious area will be in the order of
                1250m2 (based on 85% of the house pad areas) which represents approx. 6% of
                the total site area. As such detention to mitigate peak flows is not considered
                necessary.




              4.1.5 Waste Management


              Given that the proposed development seeks to establish only three (3) additional
              Detached Housing lots, the current method of kerbside garbage pickup will be
              adequate to service the future dwellings. Adequate room is present on Sail Street
              and Lake Weyba Drive for residents to wheel their bins to the kerbside for on-street
              collection. On-street waste collection is also the method servicing surrounding
              properties and ensures that waste vehicles do not need to enter the site and conduct
              un-safe turning manoeuvres.




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Planning Report 60669             Murray & Associates (Qld) Pty Ltd                 September 2017