000A88A4.13D.tif · 132003.221037

 

 

 

 

 

 

Coffey Geosciences Pty Lic] acn ose 235 516

 

 

 

 

 

 

  

 

BOREHOLE 617675-1,GPJ COFFEY.GDT 26.08.03

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Form GEO 6.3 [email protected]

 

 

 

Borehole Ne. BHI
2 a R h le Sheet 1 of f
Engineering Log - Borehole Office Job No: _ 817675/1
Client: CARDNO MBK (QLD) PTY LTD Date stared: 24.7.2003
Principal: PETRAC PTY LTD ' Date completed: 24.7.2063
Project: NOOSA NORTH SHORE RETREAT Logged by: AEL
Borehole Location’ NOOSA NORTH SHORE RETREAT Checked by: CAAA .
drifi model and mounting: JACHO 200 TRUGK 4x4 = Easting: slope: “80° FL. Surface: NOT MEASURED
hole diameter: 100 mm Northing bearing: datum:
drilling information material substance
= ‘
3 5 selek
s samples, & z material c 83 2 2 2 structure and
gl Bis me ote sis £5) 25] 282 additional observations
- > 2/3 32/22
= & 5) 2 depthd & Ze soil type: plasticity or particle characteristics, 2 E 2 g kPa
Elie3} 2 = RL knereg & | OS colour, secondary and minor components. Eo|/ su /sees
ER N SW | SAND: fine to coarse grained, pale brown, some M MD RESIDUAL
2 low plasticity fines, 4
a 4
£ +
wo
2 4
5 CLAYEY SAND; fine to coarse grained, D
5 orange-browmn, jow plasticity fines. =
Zz Use 4
SANDSTONE: fine to coarse grained, prange to VD WEATHERED ROCK 4
sed-brown, highly to moderately weathered.
Max TC Bit
Borehole BH1 terminated at 1.8m a
3) a
Al J
5 4
“4 im
8) ~
4 4
f 4
a _!
8
method notes, samples, tests classification symbols and sonsistency/density index
AS auger screwing* Momud N nil Us undisturbed sample S0mm diameter |, sail description vs very soft
aD auger driling* S casing Use undisturbed sample 63mm diameter | based on unified classification s sott
AA rollerfiricone penetration B- disturbed sampie system F firm
w washbore N standard penetration test (SPT) st stiff
cT cable toot nt SPT - sample recovered moisture vst very stiff
HA hand auger Ne SPT with solid cone Bony Hq hard
or distube v vane shear (kPa) M moist Fb friable
5 lank bit AY WMS water level fF pressuremeter Wo owet VL very loose
v VaR = of Gate shown gs bulk sample Wp plastic limit L loose
Tt Te bit E environmental sample Wy liquid limit wD medium dense
*bi shown by sutix be water inflow R refusal D dense
eg. ADT —*§ water outflow vD very dense