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2016-03-01 Planning & Organisation Committee Agenda
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Page 36 of 79
CLIENT: De Luca Corporation Pty Ltd SURFACE LEVEL: -- BORE No: 4
PROJECT: Existing Fill Assessment EASTING: 504128 PROJECT No: 33984.02
LOCATION: 178 Eumundi-Noosa Road, Noosaville NORTHING: 7078697 DATE: 29/6/2015
DIP/AZIMUTH: 90°/-- SHEET 1 OF 1
| Depth so Ss Dynamic Penetrometer Test
ac (m) of oS|e Results & s (blows per 100mm)
Strata 9 - Comments 5 10 15 20
FILLING - firm to stiff, grey brown, medium plasticity xx : : : 3
gravelly sandy clay filling with fine to medium grained ROSY : : : :
sand and fine to medium with some coarse gravel, moist RS : : : :
RS fm fob
RY PoE EE
- cobbles, small boulders XS : : : :
- very stiff, no cobbles or small boulders RSX :
RY oP:
1 ROK 1 3 ; ‘ :
2 : : :
- some cobbles MSS : : : : r>
; ; ROKR boob EE
- no cobbles, estimated 40% organics em : : : :
RS yo GE
- firm to stiff, some organics RS : * i :
xO] : : : :
QO : : :
OO : : ;
KxXI : : :
2 Ym 2 3 : :
XxX H : : :
KXxXI ? : ; 3
MSL . ; : :
Kx — 2 |
- stiff, grey brown streaked grey XS 24 pp = 140
DMX : : : :
ROSY : : : :
DX : : : :
RS : : : :
RSS ; Gee, :
RS 29 pp = 150 : : : :
3 SI 3 : : : :
RS] ee:
XxX mofo:
- firm to stiff, trace of foreign material (wire) XS : : : :
Xo [ : : :
ROSY : : :
KX X| : : :
- medium to high plasticity, no foreign material RSX 37 pp = 80 : :
Rx boob |
Kx hop ob:
QO : : :
4 4 : . : :
MQ : : :
- firm RSY : : :
QO _ : : : :
XX 43 pp = 100 : : :
KK : ; 3
DX : t : :
KxXY : : : :
MOO : : : :
KX] ; 3 : :
Oe : : : ;
KS ; i ; ;
RSS : ‘ : :
ren 49 pp = 60 : ; ; 3
5 SJ 5 3 : : :
KX<9 re re:
KK : : : ;
Ym 3 : :
SX Po ob Gob FP
RSJ | sa pp = 60 re
KXxXI : : : :
S62] : : ; ;
xx) : 3 : ;
K<<| : : : :
RS 58 -60 boob EE
so DOO Pee Bob GG
6 SANDY CLAY - very stiff, red brown mottled grey, high Z 6 : : ; ;
plasticity sandy clay with fine grained sand, moist WS, : : : :
. A eal | em 220
Bore discontinued at 6.5m : : : :
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
8 Buk sample. e Pion sal PL(A) Port load ana test 6(50) (MPa)
ae} eee Ceo | @ Douglas Partners
jisturbed sample > Water seep Standard penetration test
E Environmental sample ¥ Water level Vv Shear vane (kPa) Geotechnics | Environment | Groundwater
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