000A88A4.142.tif · 132003.221037

 

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Coffey Geosciences Pty Lidl acn oss 335 516

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BOREHOLE 817678-1.GPJ COFFEY.GDT 26.08.03

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No. BHE
2 aw? j I Sheet 1 of 7 2
Engineering Log - Borehole Office Job No: BYTE75/t
Client: CARDNO MBK (QLD) PTY LTD Date started: 24.7,.2002 @
Principal: PETRAC PTY LTD Dats completed: 24,7.2003 =
Project: NOOSA NORTH SHORE RETREAT Logged by: AEL
Borehole Location. NOOSA NORTH SHORE RETREAT Checked by: Cur -
drill model and mounting: JACRO 200 TRUCK 4x4 Easting: siope: -ga° PLL. Surface: NOT MEASURED
hole diameter: 100 mm Northing bearing: datum:
drilling information material substance
= °
5 < =Bl eh.
3 notes zig material ss | 2e5 structure and
S samples, fig esi s=| sso a .
2 Bic ete gis 58/32) age additional chservations
3 S} .. | tests, 2/3 Z=(82
3 a a2 depth] = ge soil type: plasticity or particle characteristics, 2 g 2 ¢ kPa
E 23/4] = RL retres aloe colour, secondary and minor components. Eo| Sc 18g gs
& N SP | SAND: fine to medium grained, pale grey-brown, M MD TOPSOIL
2 some silt fines. 4
SP | SAND: fine to medium grained, pale brown and RESIDUAL 4
pale grey, some silt fines.
a SC | CLAYEY SAND:fine to coarse grained, pale 4
g D brown, low plasticity fines, trace of fine grained =
x gravel.
bi 4
a
3 CD] SANDY CLAY: medium plasticity, red-brown and H 7
5 D 5 pale grey-white, fine to coarse grained sand. 4
=z 4
24% —
4 Borehole BH6 terminated at 2.5m 4
a 4
4) —
By a
By
a a
4 4
3
method support notes, samples, tests classification symbois and sensistency/density index
AS auger screwing’ M mud Noni Us, undisiurbed sample 50mm diameter | soil description vs very soft
AD samer drilling™ © casing Us undisturbed sample 63mm diameter | based on unified classification s soft
AR rollerfzicone penetration D disturbed sarnple system F firm
w washbare 1234 | N . standard penetration test (SPT) st stiff
cT sable tao! one nN" SPT - sample recovered moisture vst very stiff
HA hand auger retusal Ne SPT with solid cone dD oaty H hard
oT distube water v vane shear (kPa) M moist Fo table
B blank ba LY 10/06 water level P pressuremeter Wowet vu very loose
v Wbk = on date shown Bs bulk sample Wp plestic limit L lease
7 To aa = environmental sample W, liquid limit MD medium dense
“Dil shown by suiiix Be water infiow A refusal D dense
eg ADT wf water outliow vD very dense

 

Form GEO 5.4 Issue 3 Rov.2