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Response to Information Request - Received on 19/04/2012 · OPW11/0335
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BORE REPORT =::g:;;wjI
Client: Scanlan Properties Pty LId
BORE 1
Project: Residential Development Page No: 1 of 1
Location: 215-219 David Low Way, Peregian Beach Date: 8 June 2007
ProjecfNo: 07160 Ground Surface Level: RL 3.1 m*
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grey-brown and yellow-brown, siny sand, traces of sandy clay, trace of sub-
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angular gravel .~
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SIL TY CLA Y (OH)
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dark grey-brown, with organics
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SIL TY SAND (SM) 1.25
- dark grey-brown
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indurated sand
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2.5
End of Bore at 2.5 m
3-
D Disturbed Sample E Environmental Sample C NMLC Coring
B Bulk Sample S Standard Penetrometer Test (SPT) 15(50) Point Load Test Result (MPa)
U Undisturbed Tube (50mm diameter) HB SPT Hammer Bouncing (d) Diametral Point Load Strength Test
pp Pocket Penetrometer Test (kPa) () No Sample Recovery (a) Axial Point Load Strength Test
Rig: Hydrapower Trekker
Drilling Method: Auger
Groundwater: Free groundwater encountered at 0.8m depth
Approximate ground surface level interpolated from PMM Group’s Drawing No. 7328-03, dated 18 April 2007
*
Remarks:
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