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Geotech Report - Initial Findings
Attached to the e-mail Operation Works Application - OPW19/0266 - 215 David Low Way, Peregian Beach - (EMAIL 2/3) - Site Based Stormwater Management Plan, Acid Sulphate Soil & Groundwater Management Plan.
Essence of Peregian
215-219 David Low Way, Peregian Beach
Project No. 007-160A,
27 April 2010
On-ground slabs should be fully dowelled and joints between slabs sealed to control differential movements
and minimise under-slab moisture changes. It is suggested that floor slabs be tied into shallow footings to
prevent relative movement. However, if slabs are not tied in, they should be detailed to enable movement,
independent of foundations, fixtures, etc.
5.9 Vibration
If strong vibration (e.g. due to vibrating sheet pile installation, or heavy machinery etc) and/or significant
earthquake have the potential to induce significant, non-uniform settlement in the very loose sands.
BUTLER PARTNERS PTY LTD
Reviewed by:
MIKE NEIGHBOUR BRUCE BUTLER
Principal Principal
butlerpartners.com.au Page 15
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