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109 Gympie Terrace Noosaville APPLICATION · MCU16/0103
Attached to the e-mail MCU16/0103 & OPW16/0199 Development Application - 109 Gympie Terrace Noosaville.
Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell Flooding and drainage71 Min requirement of 2.8m O17 Buildings and other works S17.1 For new buildings or AHD, 2.85m AHD has are designed and sited to— structures or additions of been specified. a) provide flood free access to more than 50m2 gross floor Driveway, garage and premises and flood free area to an existing building open car spaces will be habitable areas; or structure, floor levels for b) allow only minor, short term graded to provide free habitable rooms are not and infrequent flooding of non- drainage in the case of a less than the specified habitable areas; minimum floor levels; flood event. c) ensure carparking areas can AND be adequately drained; S17.2 Where Council d) ensure drainage does not infrastructure is available— adversely impact upon other a) any drainage (including premises; and buildings and yards) flows e) ensure filling or excavation to that infrastructure; and does not adversely impact upon b) the infrastructure has the other premises by— capacity to accept any additional loading; i. causing ponding on the site AND or nearby land; S17.3 For Residential ii. increasing flooding, which Uses— adversely affects the safety or a) where slab on ground use of any land upstream and construction is used, downstream; and filling does not extend iii. adversely affecting the flow more than 1m beyond the of water in any overland flow building footprint and path. access to car parking areas, measured from the outer walls of the building ; or b) the design consists of a suspended floor construction; AND S17.4 Car parking and maneuvering areas are constructed at a level that permits the parking area to drain from the site by gravity means, without the need for mechanical pumping; AND S17.5 Basements for residential uses have flood immunity above the Q100 where alternative means to mechanical pumping are used to achieve such immunity; or S17.6 Basements for non-residential uses have flood immunity above the Q100 that may be natani design - Residential Building Design - Appendix G - Residential Uses Code Page |8
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