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Planner's Report

of 24

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 CURRENT CONDITION                                          COMMENT / REQUIRED CHANGE TO CONDITION
 street network at 8 metre intervals:
 (a) Lots 1 to 3 inclusive and 7 to 11 - Melaleuca        67. The following tree species (or other species
 quinquenervia;                                           acceptable to council) are to be planted within the
 (b) Lots 4 to 6 inclusive, Lots 12 and 13 and Lots 21 to street network at 8 metre intervals:
 50 inclusive – Banksia integrifolia;                     (a) Lots 1 to 3 inclusive and 7 to 11 - Melaleuca
 (c) Lots 14, 15, 17, 18 and 19 - Melaleuca               quinquenervia;
 quinquenervia;                                           (b) Lots 4 to 6 inclusive, Lots 4 and 5 12 and 13 and
 (d) The "Park" opposite Lots 37 to 39, 44 and 45 and     Lots 6 to 35 21 to 50 inclusive – Banksia integrifolia;
 28 to 31 – Eucalyptus racemosa; and                      (c) Lots 36, 37, 38 and 39 14, 15, 17, 18 and 19 -
 (e) The "Park" opposite Lots 31 to 33, 36 and 37 and     Melaleuca quinquenervia;
 14, 15, 17 to 19 - Melaleuca salignus.                   (d) The "Park" opposite Lots 16 to 18 37 to 39, 10 and
                                                          11 44 and 45 and 25 to 27 28 to 31 – Eucalyptus
                                                          racemosa; and
                                                          (e) The "Park" opposite Lots 22 to 24 31 to 33, 18 and
                                                          19 36 and 37 and 14, 15, 17 to 19 - Melaleuca salignus.
 75. A stormwater quality treatment system must be Condition 75 needs to be updated to reflect the
 provided for the development. The works must be revised layout as follows:
 undertaken in accordance with an Operational Works
 approval and the latest version of the Water Sensitive 75. A stormwater quality treatment system must be
 Urban Design Technical Design Guidelines for South provided for the development. The works must be
 East Queensland and the Water by Design undertaken in accordance with an Operational Works
 Bioretention Technical design Guidelines, and must approval and the latest version of the Water Sensitive
 include in particular:                                   Urban Design Technical Design Guidelines for South
 (a) Swales and bioretention swales which:                East Queensland and the Water by Design Bioretention
 (i) must in accordance with the detailed Integrated Technical design Guidelines, and must include in
 Water Management Plan;                                   particular:
 (ii) Stormwater from Lot 4 to 13 must be treated in (a) Swales and bioretention swales which:
 swales / bioretention swales located within the (i) must in accordance with the detailed Integrated
 allotment;                                               Water Management Plan;
 (iii) Stormwater from Lot 50 to 52 does not require (ii) Stormwater from Lots 1 to 5 4 to 13 must be treated
 treatment and must not be included in the MUSIC in swales / bioretention swales located within the
 model;                                                   allotment;
 (iv) Stormwater from Lots 1 to 3 and 14 to 49 must be (iii) Stormwater from Lots 32 and 40 50 to 52 does not
 treated in swales / bioretention swales located require treatment and must not be included in the
 within road reserve areas;                               MUSIC model;
 (v) Bioretention swales must have a minimum base (iv) Stormwater from Lots 1 to 2 3 and 9 to 39 14 to 49
 width of 1.0 metre;                                      must be treated in swales / bioretention swales
 (vi) The use of any retaining walls within the road located within road reserve areas;
 reserve must be avoided;                                 (v) Bioretention swales must have a minimum base
 (vii) If stormwater quality treatment devices width of 1.0 metre;
 (bioretention swales / swales) are located along the (vi) The use of any retaining walls within the road
 full frontage of a lot then the driveway to the lot must reserve must be avoided;
 be constructed as part of the operational works; and     (vii) If stormwater quality treatment devices
 (viii) All bioretention swales must be provided with a (bioretention swales / swales) are located along the full
 free-draining outlet from the sub-soil drainage frontage of a lot then the driveway to the lot must be
 system.                                                  constructed as part of the operational works; and
                                                          (viii) All bioretention swales must be provided with a
                                                          free-draining outlet from the sub-soil drainage system.




JFP Ref: M1775                                                                                               Page 14
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