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

GAPS_1_MDORE.GLB FULL PAGE J\2007\GEOTECHNICAL\077682076\TASK\01_GINTI077682076BH.GPJ_GAPS_1.GOT_30/10/2007_2:47:26 PM.

 

 

€ j.Golder, . REPORT OF BOREHOLE: BH 2

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Starco Developments Pty Ltd COORDS: 508370 m E 7078345mN 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: 3.00 m CHECKED: hur DATE: Sepio (e+
Drilling Sampling Field Materia! Description
bu a 3
Eg zl), | 8 w le DCP TEST (AS1289.6.3.2)
Slee | xg SAMPLEOR wi? | & SOIL / ROCK MATERIAL DESCRIPTION 5 list Blows per 100 mm
Geel 2 | Be 8/88] 8 giz 065 ttm
Bee S| we pe 2/59] $8 g[se 2 OP
9.0 0.10 *[SM| Silty SAND 4
6.90 SP Mine to medium grained, dark grey, trace of root matter 7
| SAND _ 7
7 fine to medium grained, pale grey q
05 s|2 4
19} 19 : 7
5.90 Silty SAND
1 fine to medium grained, dark grey © 1
Pel a
g 8/157] 160 |_| Y
€ 5.40 Indurated SAND
= 7 fine to medium grained, dark grey, trace of silt : 7
i] 3
2] 204 4
a) 8 1
5 4 4
& 4 4
a 4 4
3 287) 260 J
4.40 SAND
1 fine to medium grained, dark grey and dark brown zla 1
ao | 300 ee J
mm | 400 END OF [email protected] m d
3.5 >
40 4
45 on
5.04 on
5.5 4
6.0 com
| Jot test -L------4 J-L4d- eee | J 4! P-L

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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. Fore