Council archive · source document
Minor Change Existing Approval MCU22 0172 03 · OPW22/0243.03
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.
Earthworks and Retaining Walls
57. 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, and a certificate of quality and
uniformity of fill shall be provided by a RPEQ and submitted to Council prior to Council signing
the Plan of Survey.
58. Fall protection must be provided to retaining walls that are over 1m high.
59. Slope and batters are a maximum grade of:
a. 1 in 4 for grassed areas.
b. 1 in 3 for planted areas
c. 1 in 2 for combined structural engineering and planting solutions.
Stormwater Drainage
60. Appropriate scour protection must be provided at the outlet of all stormwater pipes including
temporary outlets.
61. 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).
62. 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
63. 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.
64. Sediment and erosion control measures must be in place prior to works commencing. If such
measures are not in place or are not satisfactory, “on the spot” fines may be issued. Such
fines can be issued if sediments from the site are found to enter or have the potential to enter
Council’s stormwater system, natural waterways, any downstream stormwater filtration
system or adversely impacting on other properties. The sediment and erosion control design
and measures have NOT been approved, it is the site's Supervising Engineer who is
responsible for ensuring that the sediment and erosion control measures have:
a. Been duly designed by an RPEQ or CPESC and constructed in accordance with "best
practise" methods,
b. Been revised by an RPEQ or CPESC to address the issues raised by changes in the
projected construction schedule and/or methods,
c. Been revised to address predicted rainfall events, and
d. Achieve the desired environmental outcomes.
Council may request further controls to be installed should the implemented measures be
found inefficient.
65. The erosion and sediment control measures must be designed, installed and maintained in
accordance with the supervising engineer instructions and the current best practice
standards * (Refer to Advisory Note).
Page 9 of 16
Document Set ID: 23767301
Version: 0, Version Date: 01/01/1900
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