Appendix 5. Geotechnical Engineering Report [As Published] · 132007.2399

GINTO77682076BH.GPJ GAPS_1.GDT 30/10/2007 3:47:30 PM

GAPS_1_MDORE.GLB FULL PAGE J\2007\GEOTECHNICAL\077882076\TASKIO1

 

REPORT OF BOREHOLE: BH 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Starco Developments Pty Ltd COORDS: 508315 m E 7078380 mN 56 WGS84__—s DRILL RIG: Edson CP1
PROJECT: Precinct J SURFACE RL: 4.5m DATUM: AHD DRILLER: Contract Drilling
LOCATION: Noosa Springs INCLINATION: -90° LOGGED: PGH DATE: 5/10/07
JOB NO: 077682076 HOLE DIA: 100 mm HOLE DEPTH: 3.00m CHECKED: Avs DATE: $o/te/oF
Drilling Sampling Field Material Description
Bu 9 3
eo a 3 w |e DCP TEST (AS1289.6.3.2)
8léhel sz SAMPLEQR [w/2 | & SOIL / ROCK MATERIAL DESCRIPTION Slee Blows per 100 mm
= pol a| 28 FIELDTEST 13 z,|2 e |@E
ZO! a6 9 5 lz4
2 \e8] $ | BE Par #/53| 3 ear 2 7 8 2 %
0.07 aa0 Silty SAND
1 fine to medium grained, dark grey 1
‘| 0.40 | DS 0.30-0.40m 7
4.40 SAND eT | 7
05 fine to medium grained, pale grey 7
too} ep EL 1
| 10 3.60 becoming grey 4
& 4 4
3 4 4
é 4w0f 0 ‘| Pp LoL 4
5 J 320 becoming dark grey, trace of silt J
g B] 15-4 7
g 4 4
i zfe
5 4 4
5 4 4
S| 20-4 4
§ 4 4
2
5 4 4
254 oa 4
J 1-90 indurated SAND
1 fine to medium grained, dark grey, trace of silt = 1
=
ag | 300 a" J
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3.5 4
40 4
454 4
5.0 on
554 4
6.04 ~
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This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
geotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination. GAP gINT FN. Fol