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Appendix H Geotechnical Investigation - 14-16 Mary Street, Noosaville - Bounce Hostels 15.6.2018
Attached to the e-mail Visitor Accommodation Type 4 Conventional - 122 beds (Engineering Report, Economic Study, Geotechnical Investigation, Flood Certificate, Accoustic Report, Management Plan) MCU18/0102.msg.
J000605-001-R-Rev1 March 2018
Table B1.4: ASS Action Criteria.
Action Criteria
Action Criteria
> 1000 tonnes disturbed
Type of Material 1-1000 tonnes disturbed
(and major fill projects)
Existing + Potential Acidity Existing + Potential Acidity
Equivalent sulfur Equivalent acid
Texture range Approx. clay Equivalent sulfur Equivalent acid
%S oxidisable mol H+/ tonne
McDonald et al. (1990) content (%) %S oxidisable mol H+/ tonne
(oven-dry basis) (oven-dry basis)
Coarse Texture
≤5 0.03 18 0.03 18
Sands to loamy sands
Medium Texture
Sandy loams to light 5 – 40 0.06 36 0.03 18
clays
Fine Texture
Medium to heavy clays ≥40 0.10 62 0.03 18
and silty clays
Results of the sixteen samples analysed are summarised below:
All samples returned Titratable Actual Acidity (TAA) results below the action criteria of 18 mol H+/
tonne (0.03%S), ranging from below the laboratory limit of reporting (2 mol H+/tonne) to 17 mol H+/
tonne.
Oxidisable Sulfur was present as SCR at levels above the action criteria of 0.03%S in seven of the
samples analysed.
One sample returned a pHKCl value exceeding pH 6.5 and therefore analysis for acid neutralising
capacity (ANC). The sample contains low to moderate levels of ANC at 81 moles H+/t.
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