slope stability

Integra Partnerships                                                                          22340-001-Rev0
                                                                                           14 September 2022




Text Figure 7: General condition of existing residence at 12 Wyandra Street




Text Figure 8: General condition of existing residence at 14 Wyandra Street

2.3    Groundwater
No signs of groundwater seepage (‘springs’) were observed during our walk-over, nor was groundwater
encountered in the boreholes, with soils being moist.

2.4    Surface Drainage
Given the topography, the limited upslope stormwater catchment would be anticipated to be intercepted by
the existing drainage infrastructure along Wyandra Street. Given the sandy nature of the site and
surrounds, rainfall would normally be anticipated to infiltrate the ground surface. No evidence of significant
erosion was observed across the subject site.

2.5    Vegetation
Landscaping was present around the perimeter of the houses, comprising dense shrubbery and several
mature trees. The mature trees were noted to be relatively straight, exhibiting no obvious signs of distortion
which could be indicative of global slope instability.

2.6    Buildings and Other Structures
The existing residence was a single storey, slab on ground, brick veneer structure with swimming pool at
12 Wyandra Street, with a two-storey, blockwork and weatherboard dwelling with swimming pool at
14 Wyandra Street.




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