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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAP5_1_MDORE.GLB FULL PAGE_J\2007\GEOTECHNICALN077682076\TASK\01_GINT\077682076BH.GPJ_GAPS_1.GDT_30/10/2007_3:47:33 PM.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Me etes
SHEET: 1 OF 1
CLIENT: Starco Developments Pty Ltd COORDS: 508271 mE 7078240mN 56 WGS84 DRILL RIG: Edson CP1
PROJECT: Precinct J SURFACE RL: 2.6m DATUM: AHD DRILLER: Contract Drilling
LOCATION: — Noosa Springs INCLINATION: -90° LOGGED: PGH DATE: 4/10/07
JOB NO: 077682076 HOLE DIA: 100 mm HOLE DEPTH: 6.00 m CHECKED: At® _ DATE: 30 jie jor
Drilling Sampling Field Material Description
Sw 9 8
Eg # 3 ws DCP TEST (AS1289.6.3.2)
S\éele| oe SAMPLEOR Jw) 2 | & SOIL / ROCK MATERIAL DESCRIPTION 5 lee Blows per 100 mm
2 (Go) G| £8 FIELDTEST |3|/z | @ aaa
IZ oo oO O;o 4
u |pe] S| Be PR #|88|2 gigae 8
OT ri SM] Silty SAND (FILL) [2]
2.40 CH fine to medium grained, dark grey, trace of roots 7
7 DS 0.20-0.30m Sandy CLAY (FILL) 7
4 high plasticity, pale grey, trace of fine grained sand 7
5 T o60 =}y 7
T1890 CH Silty CLAY (FILL) 1
1 high plasticity, pale grey and red J
1.0—- 110 4
eS 7.40 Clayey SAND 1
3 1 1.30 fine to medium grained, dark grey, trace of roots - 1
E [20 ‘Sandy Silty CLAY | 1
= medium to high plasticity, dark grey, fine to medium o 7
5 1.5 1.60 grained sand 7
g 0.90 Clayey SAND y | ]
5 4 fine to medium grained, dark grey z 7
8 7 2 7
S| 204 = 4
= 4 al 4
z 1 J
2
0 4 4
2.40 4
0.10 Silty CLAY
25-7 high plasticity, dark grey q
Kk 4
4 —s . 4
J ps2.802.90m  fg— é ]
=| 7
2 3.0 7 Ty
1 320 Pa |_| Augered out to 3.1m 1
~0.70 Lx |
4 i, 4
4 le 4
3.5 4
4 kk 4
1 DS 3.80-3.90m a, 7
40-4 a 4
4 1 —3 4
4 <— = 4
4 Ix | 4
45 4 z 4
4 g 4
4 a 4
1 DS 4.70-4.80m 1
50 4
5.54 >
| 6.00 _
6873.50 END OF [email protected] m |
| Jottest -L-----_44 —jt eee [Iie 4d J_-L__L_d
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. roe