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Reference Document - Slope Stability Risk Assessment
ABN: 26 602 913 673
E: [email protected]
P: (07) 5568 0180
A: 5/10-12 Claude Boyd Parade,
Bells Creek, QLD, 4551
protestengineering.com
Table 2 – Site Information
COMMISION As requested, a geotechnical engineer from Protest
Engineering visited the site on the 2nd of August 2019.
The weather was fine.
SITE Residential block (256 500m2). Existing residential
dwelling at the west of the site. Proposed new
residential dwellings towards the centre of the site.
GEOLOGY Referencing the Queensland Geology Map the geology of
the site is; Middle Triassic aged Kin Kin Beds comprising
Strongly cleaved and commonly kinked mudstone with
thin siltstone laminae; minor volcanilithic sandstone.
CONCENTRATION OF WATER RUN-OFF Upper slope runoff generally to the southwest of the
block.
EFFLUENT DISPOSAL On-site Disposal by trenches
GROUND WATER Nil.
INFLUENCING HAZARD FEATURES OUTSIDE THE Nil.
BLOCK
EXISTING EARTHWORKS Nil.
PTP/03499 – 328 Upper Pinbarren Road, Upper Pinbarren (Mango Tree Cabin) 13 July 2019
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