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

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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CLIENT: Starco Developments Pty Ltd COORDS: 508418 m E 7078180 mN 56 WGS84 = DRILL RIG: Edson CP1
PROJECT: Precinct J SURFACE RL: 7m 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: DATE: 38/@/{oh
Drilling Sampling Field Material Description
Foam 2 3
EQ uw 3 w a DCP TEST (AS1289.6.3.2)
Blt el og SAMPLEQR jul | § SOIL / ROCK MATERIAL DESCRIPTION 5 loz Blows per 100 mm
Glee el as 3/82 3 Slag 5 0 tt
2 lee) S| Se RTH zZ|oS| 3 $[sa
0.0700 = TSM] Silty SAND
1 fine to medium grained, grey, trace of roots 7
9.30 4
6.70 SAND 4
1 fine to mediurn grained, pale grey Jd
087 DS 0.50-0.60m :
4 o 4
10 = 4
4 sL 4
2 15 4
Tao} |] ee 7
J 530 becoming brown 4
20 4
4 o 4
Teo) BT LL 1
vs 460 [becoming dark brown, trace of silt
a] 25
3 4 4
=| 4 = ]
a J 4
3
= BL. 1 300 . |
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& This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
6 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. Fore