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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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CLIENT: Starco Developments Pty Ltd COORDS: 508312 m E 7078187 mN 56 WGS84_ —— DRILL RIG: Edson CP1
PROJECT: Precinct J SURFACE RL: 4m 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: Aro DATE: o/tefod
Drilling Sampling Field Material Description
z >
Ou a - oO
=o SAMPLE OR wy © 3 w iS DCP TEST (AS1289.6.3.2)
BlEE a | ee Fietptest |S1= 1 SOIL / ROCK MATERIAL DESCRIPTION p [Be Blows per 700 mm
Ee) B| Es 85013 ele, 5
2 lee] S| BE RM #188/8 g Bar pe 2 %
0.0406 Silty SAND 4
| 020 fine to medium grained, dark grey, trace of roots 7
| 3:80 [becomingdarkgrey  =—=—“‘“‘S~*S*‘“‘™S™*~*~*™ | 1
| g 4
0.50
05-1350 SAND ro 7
1 fine to medium grained, pale grey 7
J = 4
1.04 4
| ° 4
3 1544 4
Taf TE EL 7
7 230 becoming grey 4
4 s 4
20 = om
| 220 ]
ea 180 indurated SAND 1
3 7 fine to medium grained, dark grey, trace of silt 7
E
a | 255 =/8 4
= 4 4
E ‘| 280 J
5 4.20 Sandy CLAY 3).
z 81.4 | 300 medium plasticity, dark grey =)? 7
g 3 we | 400 END OF [email protected] m T
5 2/4] 1
sg 8 7 7
5| 5 | a
t 3.5 4
5 1 1
@| 4 4
g J 4
é sol 1
g 4 4
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9 45 4
é | 1
6 4 4
z 7 4
6 4 4
= 4 4
5 4 4
a | -
2 5.5 : :
5 4 4
y 4 4
= 4 4
3 6.0 _
ry 7) 4
3 4 4
z 4 4
8 4 4
FL IL _tes -L---- ~~ — tee } J t__] J__L__L_
: 5
& This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
o 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. For