Reference Document - MCU24/0023

GJ Gardner Homes Gympie                                                                        23236-001-Rev0
C/- Covey Associates Pty Ltd                                                                     7 August 2023

2.6    Buildings and Other Structures
At the time of the assessment the existing dwelling comprised a single storey structure located
approximately 200 m to the east of the proposed new residence.
The driveway traversed up across the northern flanking slopes and onto the ridgeline of the hill crest where
the residence is proposed. The driveway was gravel surfaced and typically either formed at grade or set into
the slope by cut and fill up to about 2.5 m deep/high. Cut batters were formed at slopes of up to about 40°
with fill batters typically flatter in the order of up to 30°. Several scour/slump features were noted (Ref. Text
Figure 5) in the driveway cuttings where surface water appeared to overtop the embankments.




Text Figure 9: Typical driveway formation comprising cut/fill across northern slope




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