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Response to Information Request - Received on 19/04/2012 · OPW11/0335
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Original PDF page 93, section 1. The text section number identifies this passage in the reader.
BORE REPORT -===~
Client: Scanlan Properties Pty LId
BORE 6
Project; Residential Development Page No: 1 of 1
Location: 215-219 David Low Way, Peregian Beach Date: 8 June 2007
Project No: 07160 Ground Surface Level: RL 9.0m*
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SIL TY SAND (SM)
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dark grey-brown, fine grained
:TT:: D
J.llliiill 0.25
SAND (SP)
D
-light grey-brown, fine grained
0.5
D
0.75
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.........
D
1- 8.0- .........
1.0
.........
D
1.25
.........
.........
D
__’0’
1.5
D
1.75
D
2- 7.0- ...... ...
2.0
D
2.25
.........
D
2.5
End of Bore at 2.5 m
3- 6.0-
D Disturbed Sample E Environmental Sample C NMLC Coring
B Bulk Sample S Standard Penetrometer Test (Spn 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: No free groundwater encountered during auger drilling
Approximate ground surface level interpolated from PMM Group’s Drawing No. 7328-03, dated 18 April 2007
*
Remarks:
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