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2016-03-01 Planning & Organisation Committee Agenda
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Page 33 of 79
CLIENT: De Luca Corporation Pty Ltd SURFACE LEVEL: -- BORE No: 1
PROJECT: Existing Fill Assessment EASTING: 504148 PROJECT No: 33984.02
LOCATION: 178 Eumundi-Noosa Road, Noosaville NORTHING: 7078686 DATE: 29/6/2015
DIP/AZIMUTH: 90°/-- SHEET 1 OF 1
| Depth = a Dynamic Penetrometer Test
a) (mm) of oS| 2 Results & (blows per 100mm)
Strata oO Ee Comments 5 10 1s 20
FILLING - firm to stiff, grey brown, high plasticity sandy M2 : : : ;
clay filling with fine to medium grained sand, some fine to M2 : : : :
L. medium gravel, some silty clay layering, moist DX 03 pp = 200 3 3 3 3
-firm, medium to high plasticity, fine to medium gravel, no MY : : : :
silty clay layering RS] : : : :
em 06 pp = 80 PoP EG
R52 Dob GG
RSX 09 pp = 90 i : : :
1 KX &X| 1 : : : 3
XxX : $ 3 3
en Fob EG
econ poi oi 3
RL po EE
MSI 1.4 pp = 70 : : : :
M2 ; * : : =
- foreign material (concrete) M2 : : : :
KX Dob EG
- high plasticity 2] rr
2 RL Pa re:
KO : 3 : :
eS] ne
RS PoP GE
Rx PoP oP GG
KK : : : :
xXx) 24 pp =90 : : : :
ROSY : 3 : :
Kx : 7 : ;
S62 ; ; ;
: ; ie Wi : MOO : : : :
- foreign material (plastic, wire), organics RSG : 3 : 3
KK 29 pp = 90 ; ; ; ;
3 RSX 2 OL
RSX a
- estimated 20% organics RSI : : : 3 a
M2 : : : ;
xX 34 pp = 100 : 3 ; :
ROSY : : : :
3 rem : : : :
° FILLING - stiff to very stiff, grey brown, medium plasticity Oe, : : : :
gravelly sandy clay filling with fine to medium grained 2 : : : :
sand and fine to medium with some coarse gravel, moist MSL : : ; :
4 ho 4 3 : : :
Ont : : : :
XX : : : :
RY : : : :
4.25 7 ares : : : :
FILLING - stiff, grey mottled red brown and orange brown, RSJ : : : :
high plasticity silty clay filling, moist MOS 44 pp = 150 : : : :
oes ae
ROSY Pod GG
RS PoP EG
6 RY si ob Gb 3
54 Od
SANDY CLAY - stiff to very stiff, red mottled grey orange, GZ : : : :
grained sand, moist ey 54 pp = 130 : : : :
high plasticity sandy clay with fine and some medium : : : :
6 60 i ; i
_ YE TLE
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. OO Sand Penetrometer AS1289.6.3.3
{ Cone Penetrometer AS1289.6.3.2
SAMPLING & IN SITU TESTINGLEGEND ~~
8 Buksamlo. e Pion sare PL(A) Point toad ala test s(50) MPa)
Bux Beceem Garner) FD orient der ge z/) Douglas Partners
D Disturbed sample D> Water seep S Standard penetration test f
E Environmental sample ¥ Water level Vv Shear vane (kPa) Geotechnics | Environment | Groundwater
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