000A88A4.144.tif · 132003.221037

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

   

 

BOREHOLE 817675-1.GPU COFFEY.GDT 26.08.03

Forn GEO 6.9 leave 3 Rev,2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Coffey Geosciences Pty Lidl acn oss 336 516 =
Borehole No. BH8B eS
3 Sheet 1 of 1
e
Engineering Log - Borehole Office Job No.:_ BI7675/1 a
Client: CARDNG MEK (QLD) PTY L7D Daie started: 24.7,2003 fa
Principal: PETHAC PTY LTD Date completed: 24.7.2003 =
Project: NOOSA NOATH SHORE RETREAT Logged by: AEL ‘
Borehole Location: MOOSA NORTH SHORE RETREAT Checked by: GAA +
drill model and mounting: JAGRO 200 TRUCK 4x4 Easting: slope: -80° FL. Surface: NOT MEASURED
hole diameter 100 mm Northing beating: 7-77 datum: -
drilling information material substance
= :
3 5 sisi.
= aie Ble material : BE) 25 2 structure and
3| 2 g te ete 2/26 £31 2s, 282 additional observations
= 2/3 B22 | Be
3 a8 2 depth) ge soil type: plasticity or particle characteristics, 3 & 2 g kPa
& 123 zl] = RL imoregd & | GB colour, secondary and minor components. ES? 65 £238
& N “7-4 SW | SAND: tine to coarse grained, pale brown, low M MD RESIDUAL
8 plasticity fines, trace of fine grained gravel, 4
a 4
a
z a
B CL | SANDY CLAY: medium plasticity, pale brown, fine VSt 4
oD D to coarse grained sand.
© Uy. SANDSTONE: fine to coarse grained, red, pale vd WEATHERED ROCK
g grey and white, highly weathered. 4
Borehcie BH8 terminated at 2m
4 |
3 a
Ai =
Bu a
&' —
ay 4
8
method notes, samples, tests slassification symbols and consistency/density index
Ag auger screwing" M med Noni Uz undisturbed sample 50mm diameter | soil description vs very sot
ao auger crilfing® © casing Up undisturbed sample 63mm diameier | based on unified classification s soft
RR roilerftricone: penetration D disturbed sampie system F fires
Ww washbore N slandard penstration test (SPT) St ~ stiff
cr cabie toot ne SPT - sample recovered . moisture vst very stiff
HA hand auger Ne SPT with said cone BD ay H hard
DT distube v vane shear {kPa} M moist Fb triable
B Blank bit “® wnsswateriever | F pressuremeter Wowet VL very loose
v V bit <E- on date shown Bs bulk sample Wp plastic limit L loose
tr TC bit : E environmental sample W, fiquic fim MD medium dense
*bit shown by suffix Be worer inflow R retusal D dense
eg. ADT 0 water outflow vo very dense