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

LU

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

~W Water First Noted ~~ Water Steady Level

Approved :SLG
Date: 46/2/M6
iSSUE No. 1:1 OBMO/87 RSOOTA

 

a ene ra =
Soil Surveys Engineering Pty. Limited BOREHOLE.RECORD SHEET
Sopesting Sastaceen teen cai enginemrs = RPECOQ No. 106
‘rail [email protected]
Loyal? 1einchiy Guest — Unite SELewrance Dr 11 Progucton Ave Borehole Number : 3
Reo ete, ethen ;
Fuster 7 a060 8660 Emeat, ROTA, Project Number : 305-2325
Project Name : Surf Club Extension
: ion : i . leads
Easting : Northing : RL: Location : Hasting St., Noosa Hi
ian Bi ient : Noosa Surf Cl
Logger: JM Driller: JM Drilling Rig: GemcoHP7 Client rarf Club
Date : 07/02/2006 Page : 1
Drilling Method 2
& ag Samples and
>elelele t Depth E Description Remarks
a 0,10 Bitumen. ~
[— 0.25 Clayey SAND (sc) Medium dense, fine to coarse grained, brown, medium q
= 0.50 “Wolasticity fines, moist 7
— ~ SAND (SP) Medium dense fine ta medium grained dark grey moist, a
- | SAND (SP) Medium dense, fine to medium grained, grey, moist. 7
P10 1.00 : - Ss
- ‘| SAND (SP) Medium dense, fine to medium grained, light grey, moist. q
- ] SPT q
- 59.9 q
P_ 2.0 2.00 Ne
i" Me Silty SAND (SM) Medium dense, fine to medium grained, dark brown, low 4
~ 2.25 plasticity fines q
— Silty SAND (SM) Medium dense, fine to medium grained, dark brown, low 4
_ plasticity fines, wet. "x
F 30 4
i ] SPT o
- Of, 34,8 4
a of Nelz a
F 40 GY J
= | sPT q
s 7,10,12 4
50 Nel 3
| = 5.50 . 4
- 5.75". SAND (SP) Medium dense, fine to coarse grained, brown, trace of fine size a
i . eI 4
- 6.0 SAND (SP) Medium dense, fine to medium grained, grey. 3
E | SPT q
— 12,18,20 q
_— . Nwas 7
= Sandy GRAVEL (GC) Very dense, fine to medium size, grey and light grey, D qj
- fine to coarse grained sand. q
p70 SAND (SP) Medium dense, fine to medium grained, light grey. SS
_ | SPT q
a 32,12,14 4
- 80 N=26 4
go 4
a | SPT q
- 15,1911 a
- 9.50 [22 SAND (SP) Medium dense, fine to medium grained, yellow brown mottled grey. N=30 a
- Sandy CLAY (CH) Hard, high plasticity, grey mottled grey brown, fine to 4
medium grained sand. qa
| E 10.0 NS . 7
COMMENTS
1) Groundwater not observed.