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2016-03-01 Planning & Organisation Committee Agenda
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CLIENT: De Luca Corporation Pty Ltd SURFACE LEVEL: -- BORE No: 3
PROJECT: Existing Fill Assessment EASTING: 504148 PROJECT No: 33984.02
LOCATION: 178 Eumundi-Noosa Road, Noosaville NORTHING: 7078711 DATE: 29/6/2015
DIP/AZIMUTH: 90°/-- SHEET 1 OF 1
| Depth $ > Dynamic Penetrometer Test
a) (mM) of oS g Results & (blows per 100mm)
Strata o F Comments 5 10 15 20
FILLING - stiff, grey mottled brown and orange brown, Sq : : : :
high plasticity gravelly sandy clay filling with fine to S62 : : : :
medium grained sand and fine with some medium and xx) 03 pp = 170 ; ; : ;
trace of coarse gravel, moist RSI : : : : :
RY Po obo GG:
RY 06 pp = 140 boob EOE
RSS Po ob UGG
- some silty clay layering ROSY eS
RS 09 pp = 120 : ; ; ;
1 RY oP PG
11 SOK : : : :
FILLING - firm, grey brown, medium to high plasticity SJ : 3 3 3
sandy clay filling with fine to medium grained sand, some RS : ; : :
organics, moist «> 14 pp = 80 : : : :
ReSeg fob GE
ROSY PoP GE
ROSY Poo EE
RS boob EO GE
RY 19 pp = 80 PoE EE
° BSeg obey:
Kx i i:
22 , - oO : : : :
FILLING - very stiff to hard, grey brown, medium to high SI : : : :
plasticity gravelly sandy clay filling with fine to medium Se] 3 3 : :
grained sand and fine to medium gravel, moist MS : : : :
RS Po oPoG
28 KX! : : : :
_ | FILLING - stiff, orange brown mottled grey and brown, MS 29 pp = 150 : : : :
3 high plasticity silty clay filling, some fine to medium Se] 304: 3 3 3
grained sand and trace of fine gravel, moist MSY : 3 3 3
KY Gio: :
2 : : ; ;
KX | 34 pp = 100 PL ob
Cx PL: G3
Kx : : : :
37 RA PL:
FILLING - firm, orange brown mottled grey, high plasticity SJ : . :
sandy clay filling with fine and trace medium grained Se 39 pp =90 : : : :
4 sand, moist MS 4 : : : :
- stiff, orange brown mottled dark grey brown, some S62] : : : :
organics SI : : : :
; RSX 44 pp = 150 PoP EGE
» : : : :
- firm to stiff, grey brown ROSY : : : :
ROSY boob EE
<x : : : :
ROY : : : :
XX : : : ;
KX! : : : 3
XX : : ; :
x PoP GG
5 5 : : :
Ont : ; 3
RS] : ; : 3
52 MAA 3 : : :
SANDY CLAY - stiff, orange brown, high plasticity sandy ZG : : : :
LK clay with fine to medium grained sand, moist : : : :
- red brown mottled grey, fine grained sand, trace of fine : : : :
gravel i : : : :
so Yo) 4G
Bore discontinued at 6.0m : : $ $
RIG: Jacro 200 DRILLER: RB LOGGED: RB/JB CASING: Nil
TYPE OF BORING: Auger
WATER OBSERVATIONS: No groundwater seepage observed at time of drilling.
REMARKS: Location coordinates are in MGA94 Zone 56 J. © Sand Penetrometer AS1289.6.3.3
& Cone Penetrometer AS1289.6.3.2
SAMPLING & IN SITU TESTING LEGEND ;
¢ Saco SSE, ra ma te
coe b fereommany RO ae ae ers | @D Douglas Partners
isturbed sample b> Water seep Standard penetration test
E Environmental sample ¥ Water level V____ Shear vane (kPa) Geotechnics | Environment | Groundwater
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