07/1571 - Response to Information Request [As Published] · 142007.1571

Record of Borehole Consuttiny Gooteckolesterigisc

 

 

 

 

Quemaiand 4064
roeeny
Client A. TOO AND PARTNERS (NC) PTY. LTO. Miser
fou Pine Road
Stratteine. Queerstend 4500
vr, NOOSA HEADS.  SOlSurveys: ema
Location Bentrine Brock, Ceeerctang 4575
o7193t733
ber 84M/1175 gre ar ocwome soeet
on 4TH SEPTEMBER, 1984 Page 1 of 2 one
Borehole number 1 | surface Rt Sampling and field testing
Deptnot | crassitcation Be | Depinim | type | retaeen
change tm) | Australian Standara 1726-1981 . used . resurs
0.00) SAND (SP) _ |v
Loose, fine to medium grained, .
light grey and light brown, moist. 3.00-3.45| SPT | 3,4,6
: N=10
» 4,60 SAND (SW)
Loose, fine to coarse grained,
dark brown, moist.
5.00 SAND_(SW) ased
AS above at 4.60m but wet. Wash 6.00-6.45| sPT | 34,6
ore N=10
7.20 SAND
Loose, well graded, light 7.50-7.95| SPT | 3,4,7
grey, large amount of seashells, N=7}

wet.

9.20 SAND_(SW)

As above at 7.20m but some fine
to medium sized gravel.

 

 

 

 

 

 

 

 

9.70 Sandy CLAY (CH)

Stiff, medium to high plasticity,
light grey, well graded sand,

( some fine to medium sized grave
moist.

10.50 Sandy CLAY (CH) : 10.50-10.95 SPT | 13,8,13
As above at 9.70m but some N=21
coarse sized gravel in loose
to medium dense layers (100-200mm
thick). .

11.00 SAND (SW)

Well graded, loose to medium
dense, grey with yellow
brown layers, wet.
~--/Cont.
‘Waer
Drilitype JACRO 350 nored = § 00m
Seeacty
Dritter 3. MANNS level

 

 

‘Vane shes valve, kPa
[2 Undtsurbed Soown dem. nie senpte heave
or

me
Non iien bee renown oon Bren 9.0 7a harrrar, toll Otro, driving 30 oecrwe taper cone
Man eta ang Crop toner torte Meee bow coxa nowhT Jethe mermet of Cone tem, .

Race

at roc Bnamer
eo 500mm.
P| Mand penetrometer eximate of aptae screngch, KPa