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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: 2
PROJECT: Existing Fill Assessment EASTING: 504147 PROJECT No: 33984.02
LOCATION: 178 Eumundi-Noosa Road, Noosaville NORTHING: 7078699 DATE: 29/6/2015
DIP/AZIMUTH: 90°/-- SHEET 1 OF 1
| Depth = > Dynamic Penetrometer Test
jac (m) of oS & Results & (blows per 100mm)
Strata Oo E Comments 5 10 1s 20
FILLING - stiff, grey brown, medium to high plasticity S62 : : : :
gravelly sandy clay with fine to medium grained sand and RSL : : : i
fine with some medium and trace of coarse gravel, moist Ms 03 pp = 150 : : : :
Re PoP ob
<x : : ; ;
KK 3 3
MSL : : : :
RSI ; : ; :
- grey brown streaked brown, some silty clay layering RSX 09 pp = 220 : :
: ease OP gah:
- trace of foreign material (plastic), trace of shell fines XS : : : :
Ros Po oPbop?
RS 1.4 pp = 120 : : : :
KY : : : :
RS re
- firm, grey brown mottled grey, no foreign material RMI : : : :
PRK 19 =80 : 2G :
2 RSeS °° oJi if i :
> <> <> : : : :
KX .
ign materi Roos PoP EP
- foreign material (concrete) MSL : 3 3 3
- estimated 10% organics M2 24 pp = 100 : 3 3 :
MSI : : : :
XxX : : : :
KS : : : :
RSS boob EG
R26 29 pp = 60 : : : :
3 MI 3 : : 7 : >
XX 3 ; : :
30 RS i ob GG
FILLING - stiff, brown mottled grey, medium to high M2 : : : :
plasticity sandy clay filling with fine to medium grained MK 34 pp = 110 : : : :
sand, moist MSI ; i i :
MSL : 3 ; :
xx) : : : :
RY boob EG
Re] | ae pe 1 PoP EG
4 xx» 4 : : : :
44 OO : : : :
FILLING - stiff to very stiff, orange brown mottled brown M2 : : : :
grey, high plasticity silty clay filling, some fine to medium MSL : : : :
grained sand, trace of fine gravel, moist RSI 44 pp = 220 : : : :
RS boob EG
46 | ~~} : : : :
FILLING - firm to stiff, dark grey brown, medium to high M2 : : : :
plasticity sandy clay filling with fine and some medium SI : : : 3
grained sand, moist x <> ‘ 3 : :
5 RS A ee ee
RS bobo GG
MS 3 ; 3 3
Ke PoP PG
POO 3 3 3 3
5.4 ae : : : :
SANDY CLAY - stiff, brown mottled orange brown, high GZ : ; ; 3
sand, moist os ‘ : : :
plasticity sandy clay with fine and some medium grained : : : :
6 60 LI °° pp= 0 i i 3
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 TESTING LEGEND ~
8 Buksample. P Pion sare PLA) Ponttload anal tst1e(50) (Pa)
aie |W herman BO eieeermaeces | OD Douglas Partners
isturbed sample Db Water seep Standard penetration test
E__Environmental sample_¥_Water level V_Shear vane (kPa) Geotechnics | Environment | Groundwater
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