SUPERSEDED - Amended Decision Notice - DBW230027 & OPW23 0050 [As Published]

                      Unless written approval is obtained from Council prior to reinstatement works, all kerbs,
                      footpaths and verge areas are to be reinstated using the following materials:
                      a.      Kerbs must be reinstated with Holcim Product Code QP3201KEL;
                      b.      Footpaths must be reinstated with Holcim Product Code QS322FOX; and
                      c.      Verge infills must be reinstated with Holcim Product Code QS322FOX.
                      (*Refer to Advisory Notes)
               50.    The following must be complied with during the construction of the required
                      crossover/driveway:
                      a.      The driveway must be constructed using Holcim Product Code QS32XDIA unless
                              prior written approval is obtained from Council;
                      b.      The driveway must be constructed so as not to concentrate stormwater runoff onto
                              neighbouring properties;
                      c.      Underground service conduits for water supply, electricity and any other services must
                              be provided as part of the access driveway;
                      d.      Where there is an existing pedestrian path, a matching crossfall must be provided for
                              the driveway on the alignment of the path, for the full width of the path; and
                      e.      The property access must be located a minimum of 1m clear of existing power poles,
                              streetlights or other signage. The developer is responsible for any necessary relocation
                              of existing services to provide this clearance and must contact the relevant service
                              authorities and comply with their requirements in relation to these works.
                      (*Refer to Advisory Notes)
                      Earthworks and Retaining Walls
               51.    All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines
                      on Earthworks for Commercial and Residential Development, with geotechnical testing
                      undertaken in accordance with Section 8 of the Standard, and to a minimum of ‘Level 2’ as
                      defined in Appendix B. Test results as required by AS 3798.
               52.    Fall protection must be provided to retaining walls that are over 1m high.
               53.    Slope and batters are a maximum grade of:
                      a.      1 in 6 where in proximity to waterbodies;
                      b.      1 in 4 for grassed areas;
                      c.      1 in 3 for planted areas; and
                      d.      1 in 2 for combined structural engineering and planting solutions.
                      Stormwater Drainage
               54.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               55.    Works associated with this permit must not adversely impact on the existing drainage
                      conditions on other properties (e.g. by blocking or interfering with natural overland flows).
               56.    Construction of all internal stormwater drainage works must comply with the relevant
                      section/s of Australian Standard AS/NZS 3500.3.
                      Erosion and Sediment Control
               57.    Prescribed Water Contaminants (as defined in Schedule 10 of Environmental Protection
                      Regulation 2019) must not be released from the site or to waters within the site, or be likely
                      to be released should rainfall occur, unless all reasonable and practicable measures are
                      taken to prevent or minimise the release and concentration of contamination.




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Document Set ID: 22782454
Version: 1, Version Date: 25/01/2024