000A88A4.140.tif · 132003.221037

 

 

 

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Coffey Geosciences Pty Lidl acn ose 235 516

 

 

    

 

 

 

 

BOREHOLE 817678-1.GP. COFFEY,GDT 26.08.03

Form GEQ 5.3 Issa 4 Aev.2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No. BH4 RR
. 2 Sheet 1 of 1 by
Engineering Log - Borehole Office Jobo BIZ67S/1
Client: CAFONO MBK (QLD) PTY LT! Date siaried: 24.7.2003 id
Principal: PETRAC PTY LTD Daie completed: 24.7.2003 te
Project: NOOSA NORTH SHORE RETREAT Logged by: AEL
Borehole Location. NOOSA NORTH SHORE RETREAT Checked by: (Arn _
drill mode! and mounting: JACRO 200 THUCK 4x4 = Easting: slope: +90" Rib. Surface: NOT MEASURED
hole diameter: 100 mm Northing bearing: datum:
@riling information material substance
.
s & sBIis&.
a notes giz material = es Zee structure and
ol Ble semples, si8s §8| 25,888 additional observations
3 3}. 7 2,5 22 | 32
3 & lg 2 depth} = ee soil type: plasticity or particle characteristics, 2 z z g kPa
El sagl3l = AL |meresy & | eS colour, Secondary and minor components. ES} 5 | sgee
_ N SW | SAND: iine to coarse grained, pale grey-brown, M TOFSOIL
a 4 trace of sitt fmes. =
SC | CLAYEY SAND: iine to coarse grained, pale RESIDUAL
oO brown, low plasticity fines. 4
w =
= CL | SANDY CLAY: medium plasticity, brown and YVStH
a red-brown, fine to coarse grained sand. —
s Usy 4
bk SANDSTONE: fine to coarse grained, red, orange VD WEATHERED ROCK -
g and white, extremely to highly weathered.
4 Borehole BH4 terminated at 2.5m 4
4 4
3 _
Al _
af 4
a ~
a 4
4 4
8
method support notes, samples, tests classification symbols and eonsistency/density index
AS auger screwing” M mud Nonil Us undisturbed sample S0mm diameter { soll description vs very soit
AD auger diilfing* © casing Use undisturbed sample 63mm diameter | based on unified classification s sot
BA rollerfricone penetration D disturbed sample system F fire
w washbare 4 N. standard penetration test (SPT} St stit
oT cable teal nr SPT - sample recovered moisture vst very stiff
HA hand auger Ne SPT with sold cone > ody H herd
oT diatube v vane shear {kPa} M moist Fb table
8 blank bit 40/98 water level fF pressuremeter Ww owet VE very loose
v voit <5 on cete shown Bs bulk sampie Wp plastic limit L
T TC bit E enviranmental sample W, — liquic limit MD
‘pit shown by sutix Be water inffow R refusal D
eg. ADT WB water outliow vD very dense