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

 

Ors.

REPORT OF BOREHOLE: BH 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAPS5_1_MDORE.GLB FULL PAGE J\2007\GEOTECHNICAL\077682076\TASK\01_GINTIO77682076BH.GPJ_GAPS_1.GDT_30/10/2007_3:47:40 PM.

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Starco Developments Pty Lid COORDS: 508255 m E 7078200 mN 56 WGS84 DRILL RIG: Edson CP1
PROJECT: SURFACE RL: 1m DATUM: AHD DRILLER: Contract Drilling
LOCATION: Noosa Springs INCLINATION: -90° LOGGED: PGH DATE: 4/10/07
JOB NO: HOLE DIA: 100 mm HOLE DEPTH: 6.00 m CHECKED: A-Ve __DATE: Bajio/e
Drilling Field Material Description
Bu 2 = B
Eo w 3 w |Z DCP TEST (AS1289.6.3.2)
o |<2 ° oe |e
SEE & ze 3 z= & SOIL / ROCK MATERIAL DESCRIPTION p [Be Blows per 100 mm
= [eal] & oO] sealo g lege
w lee] s | Be #188 /8 gia §
0.0 =TSC] Clayey SAND
] fine to medium grained, dark grey 1
4 4 4
05 > 4
] [becomingpalegrey =—S=C=~Csé‘sS*‘“‘;™SC~* 71
| ‘Sandy CLAY | 7
1.0 1 medium plasticity, grey, fine to medium grained sand y
| z 4
=
v- 156 Silty CLAY 1
s | high plasticity, dark grey, trace of broken shells J
= 7 o 7
z 4 4
3 4 4
@
2) 20 4
5
8 7 4
5 4 4
5 4 4
é 4 4
2 | 25-] 4
ey; [Becoming pale grey, orange brown and red ]
2 3.0 4
3.55 4
40 4
4 x 1
4 2 4
4 6 4
45 4
5.05 4
55-4 4
| END OF [email protected] m a”
| Jotilggt -L-----_-ti_ a | Jot —~-t—-L__-L_4

 

 

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. rep