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Reference Document - Geotechnical Investigation Report - DBW24/0090 & RAP24/0025
Rebecca Stead 20248-001-Rev0
3 September 2020
Text Figure 7: Coir logs to the west of the residence (LHS) and scouring and undermining along the eastern edge of the
residence (RHS).
2.5 Vegetation
The ground surface to the east of the existing residence was primarily covered by bare sands and scattered
shrubs and mature trees. Dense understory was noted to the west, with scattered trees. Mature trees
around the proposed development areas were noted to be relatively straight, exhibiting no obvious signs of
tilting/leaning which could be attributed to slope instability. Some trees to the north-west of the residence
were noted to be leaning, which could be an indicator of minor soil creep.
2.6 Buildings and Other Structures
The house is a two storey structure primarily of blockwork construction. Timber decking extended from the
northern and western edges of the residence. The eastern side of the residence appeared to have settled
previously, with cracking and vertical separation of blockwork noted (Ref. Text Figure 8). It appeared that
this was related to poor/insufficient footing construction rather than global slope instability.
Timber sleeper walls ranging up to about 1 m high were present along the western edge of the house and
were in relatively good condition at the time of the assessment. A blockwork wall ranging up to about 1 m
high was noted along the southern boundary, and was overturning. A timber retaining wall dilapidated by
age was present to the north of the residence.
Text Figure 8: Cracking and separation noted along the eastern edge of the residence (LHS) and overturning block
retaining wall along the southern boundary (RHS).
6/12
Document Set ID: 23080488
Version: 1, Version Date: 27/06/2024
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