2505-45871 SRA - Response with conditions

                                                                                                       2505-45871 SRA




Attachment 1—Referral agency conditions
(Under section 56(1)(b)(i) of the Planning Act 2016 the following conditions must be attached to any development
approval relating to this application) (Copies of the documents referenced below are found at Attachment 5)


 No.     Conditions                                                                     Condition timing
 Operational work
 10.6.4.3.1.1 – Operational work for waterway barrier works—The chief executive administering the
 Planning Act 2016 nominates the Director-General of the Department of Primary Industries to be the
 enforcement authority for the development to which this development approval relates for the
 administration and enforcement of any matter relating to the following condition(s):
 1.      Development is limited to the operational works to raise or construct          At all times
         a waterway barrier work that is a permanent reinforced concrete box
         culvert crossing within Skyring Creek as shown on:
             36 Roses Road Federal, Locality Plan & Drawing Index,
              Operational works, by Callaghan & Toth, dated 11/25, reference
              2319-001, revision C, as amended in red by SARA.
             36 Roses Road Federal, Design Features Plan, Operational
              works, by Callaghan & Toth, dated 11/25, reference 2319-006,
              revision C, as amended in red by SARA.
             36 Roses Road Federal, Typical Culvert Detail Section,
              Operational works, by Callaghan & Toth, dated 11/25, reference
              2319-007, revision C, as amended in red by SARA.
             36 Roses Road Federal, Typical Road Sections, Operational
              works, by Callaghan & Toth, dated 11/25, reference 2319-008,
              revision C, as amended in red by SARA.
             36 Roses Road Federal, Design Longitudinal Section &
              Pavement Info, Operational works, by Callaghan & Toth, dated
              11/25, reference 2319-009, revision C, as amended in red by
              SARA.
             36 Roses Road Federal, Concrete Joint Plan & Details 1 of 2,
              Operational works, by Callaghan & Toth, dated 11/25, reference
              2319-011, revision C, as amended in red by SARA.
             36 Roses Road Federal, Concrete Joint Plan & Details 2 of 2,
              Operational works, by Callaghan & Toth, dated 11/25, reference
              2319-012, revision C, as amended in red by SARA.
             36 Roses Road Federal, Typical Design Upstream &
              Downstream Sections, Operational works, by Callaghan & Toth,
              dated 11/25, reference 2319-013, revision C.
             36 Roses Road Federal, Tree Management Plan, Operational
              works, by Callaghan & Toth, dated 11/25, reference 2319-014,
              revision C, as amended in red by SARA.
             36 Roses Road Federal, Concept Erosion & Sediment Control
              Plan, Operational works, by Callaghan & Toth, dated 11/25,
              reference 2319-015, revision C, as amended in red by SARA.

 2.      The reinforced concrete box culvert array approved in condition 1              At all times
         must have a minimum combined cell aperture width of 10.8 meters,



 State Assessment and Referral Agency                                                                     Page 3 of 7