000A88A4.141.tif · 132003.221037

 

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Coffey Geosciences Pty Lid acn ase ass 616

 

 

 

 

 

 

 

   

 

 

 

 

 

 

BOREHOLE B17675-1.GPU COFFEY.GDT 26.08.03

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No. BHS
2 e | Sheet 1 of 1
Engineering Log - Borehole Office Job Nox B17675/1
Client: CARDNO MBK (QLD) PTY LTD Date started: 24,7.2003
Principal: PETRAC PTY LTD Date completed: 24.7.2003
Project: NOOSA NORTH SHORE RETREAT Logged by: AEL
Borehole Location: NOOSA NORTH SHORE RETREAT Checked by: be. .
drill model and mounting: JACRO 200 TRUCK 4x4 Easting: slope: -ga° R.L. Surface: NOT MEASURED
hole diameter: 100 mm Northing bearing: datum:
drilling information material substance
5 x é
2 § S See
zB notes pig material 3) 225 structure and
5 samples, £18 2] §=| ess 27 .
3 @ in mer e|jscs si 2 Be additional observations
a) § | 5! x | tests, etc 2/28 Ei ge
= 2 las * a | Be e . sat s sett Siaa kPa
= alata depth) 7 BE Soil type: plasticity or particle characteristics, Biss
— 23 als RL imetrey apse colour, secondary and minor components. So) 60 }88s8
& N SP { SAND: fins to coarse grained, pale orey-white, M MD ALLUVIUM
2 clean. 4
2 4
gt 4
>
rz
5 _
Q
9 a
oO
&
a CLAYEY SAND: tine to coarse grained, white, low B RESIDUAL?
2 plasticity fines, trace of fine grained gravel. 7
4 Borehole BHS terminated at 2.5m 4
3 4
Al _
5! at
8] a
gq =
4 a
8
method support notes, samples, tests ¢lassification symbols and consistency/density index
AS auger serewing* M mud N nit Usy undisturbed sample 50mm diameter | soli description vs very soft
AD auger crilling* © casing Us undisturbed sample 63mm diameter | based an unified classification $s sont
RR rolierfiricone penetration DB disturbed sample system F firm
w washbore 3234 . N standard penetration test (SFT) St ste
cr cable tool tongingio ne SPT - sample recovered moistare vst very stiff
HA hand auger Tetusal Ne SPT with solid cone D ay H hard
F datube water v vane shear (kPa) M moist Fb friable
B blank bit LW] 1H96 water level P pressuremeter Wowet ve very loose
¥ V bit —— ongate shown Bs bulk sampie Wp piastic limit L foose
tT TC bit E environmentat sample We liquid mit wo medium dense
bit shown: by suffix Be— water infiow BR refusal 2 dense
ea. ADT —E water cutiow vo very dense

 

Fnim GEQ 5.9 Issue 3 Aev.2