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2022-07-12 Planning & Environment Meeting Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 12 JULY 2022
b. shrubs must have a maximum spacing of 1.5m; and
c. ground covers planted between the trees and shrub must achieve a dense
coverage.
13. The development is to provide adequate landscape buffering to protect the character
of the beachfront, to the reasonable satisfaction of the Manager Development
Assessment.
14. Two 100 litre street trees must be provided within the frontage. The trees must be a
coastal species in accordance with PSP2 – Landscaping.
Coastal Protection
15. External colours and finishes of the building must comprise of muted/environmental
tones that blend with the natural environment.
Pedestrian Access
16. A pedestrian access gate must not be installed along the seaward property boundary
with direct access by residents to the beachfront area not being permitted.
Geotechnical Stability
17. A footing system and erosion protection system must be designed for the proposed
development to withstand the short-term erosion associated with a 500-year average
recurrence interval storm event combined with shoreline recession due to sea-level
rise for 2100 climate change. The short-term erosion associated with a 500-year
average recurrence interval storm event combined with shoreline recession due to sea-
level rise for 2100 climate change to be considered for the design as per the
recommendations of the Royal Haskoing DHV report ‘Report 66 Seaview Terrace,
Sunshine Beach Coastal Hazards Assessment, reference PA2906-RHD-ZZ-XX-RP-Z-
0001 dated 3 June 2022.
18. The footing system and erosion protection system must in accordance with the works
detailed in the Tectonic report “Geotechnical Investigation, Proposed residence 66
Seaview Terrace, Sunshine Beach”, (Reference 21370-001-Rev 1 dated 28 April 2022)
and other supporting documents referenced in the Tectonic report.
19. The design must include the protection of the northern and southern boundaries of the
site to prevent erosion on neighbouring properties exposing the side boundaries of the
site to erosion. The minimum extent of the side boundary protection must be
determined by a line drawn at 28° extending upwards to the west from the base of the
rear point of the erosion as per the recommendations of Tectonic report “Geotechnical
Investigation, Proposed residence 66 Seaview Terrace, Sunshine Beach”, reference
21370-001-Rev 1 dated 28 April 2022.
20. The design must be accompanied by certification by a Registered Professional
Engineer of Queensland (RPEQ) specialising in geotechnical engineering that the
design is satisfactory and will provide a long-term factor of safety concerning slope
stability of no less than 1.5.
21. Following construction, certification must be supplied to Council by an RPEQ
specialising in geotechnical engineering that the works have been constructed in
accordance with the approved design.
22. A dilapidation survey shall be carried out of all adjacent properties and structures
before the commencement of construction of the proposed development on the site.
23. Due to the risk of instability on the existing dune slope and the potential for settlement
of loose sand on the adjacent properties, vibrations must be kept to a minimum and
must be monitored during the construction of the development. Driven piles (both
sheet piles and pile footings) are not permitted on the site.
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