Application Report

RECONFIGURATION OF A LOT (1 INTO 5 LOTS)
83 BUTLER STREET, TEWANTIN



 PERFORMANCE OUTCOMES                      ACCEPTABLE OUTCOMES                               PROPOSAL                                      COMPLIANCE
                                           AO13.10                                           AO13.10                                       ☐Compliant
                                           Pontoons are structurally capable of sitting      The development does not propose prescribed   ☒N/A
                                           on the sand bed. Rollers and bracing should       tidal works.                                  ☐Performance Solution
                                           account for this situation


                                           AO13.11                                           AO13.11                                       ☐Compliant
                                           Jetties and pontoons are free standing and        The development does not propose prescribed   ☒N/A
                                           do not rely on connecting to any revetment        tidal works.                                  ☐Performance Solution
                                           wall or other structure.


 Design, Construction and Safety for Boat Ramps - prescribed tidal works outside Noosa Waters Estate
 PO14                                  AO14.1                                      AO14.1                                                  ☐Compliant
 Boat ramps are designed and Where there is an existing revetment wall— The development does not propose                                   ☒N/A
 constructed to—                       a) the level of a boat ramp surface at the prescribed tidal works.                                  ☐Performance Solution
 a) allow access by a wheeled boat         revetment wall is no more than 150
     trailer;                              millimetres above the top of the wall,
 b) ensure that unacceptable risks         not more than 500 millimetres below
     to personal and public safety are     the top of the wall and not more than
     unlikely to be caused;                200 millimetres above the existing
                                           beach;
 c) avoid      cluttering   of     the
     waterways;                        b) the ramp extends into the waterway no
                                           more than 9 metres from a revetment
 d) avoid excessive traffic volumes
                                           wall;
     within foreshore areas and
     adjoining lands; and              c) the ramp is constructed at a uniform
                                           grade no steeper than 20% (1 in 5); and
 e) ensure that visual amenity of the
     foreshore is maintained.          d) the outer end of the ramp is no more
                                           than 100 millimetres above the level of
                                           the beach




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