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

 

 

 

REPORT OF BOREHOLE: BH 1

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAPS_{_MDORE.GLB FULL PAGE J:\2007\GEOTECHNICAL\077682076\TASK\01_GINTI077682076BH.GPJ GAP5_1.GDT_30/10/2007 3:47:23 PM

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Starco Developments Pty Ltd COORDS: mE mN 56 WGS84 DRILL RIG: Edson CP1
PROJECT: Precinct J SURFACE RL: 6.5m 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: 3.00m CHECKED: hve DATE: Sejto/oe
Drilling Sampling Field Material Description
Su ° = 3
5 g SAMPLE OR # ° 3 w a DCP TEST (AS1289.6.3.2)
8 |e 3 gle IL |ATERIAL 5 Blows per 100 mm
8 ES fi ze FIELD TEST 3 zo & SOIL / ROCK M DESCRIPTION 3 Be pet
3
2 BE) 8 | Be Par #188 g [sat
0.0 S50 TSM] Silty SAND
| 020 fine to medium grained, dark grey, trace of root matter 1
6.30 SP| SAND
1 DS 0.30-0.40m | fine to medium grained, dark grey 1
0.5 4
‘| 070 1
5.80 Silty SAND
1 090 fine to medium grained, dark grey 7
5.60 Indurated SAND J
1.0 T fine to medium grained, dark grey, trace of silt el, 7
1,20 4
5.30 SAND
1 fine to medium grained, dark brown, trace of sitt = 4
2) E1184 160 = 4
3 7 490 indurated SAND 7
E fine to medium grained, dark grey 7
6 4 4
3 2044 4
z 4 4
3 4 4
5 4 =/s 4
g 4 4
| 25-4 4
€ d 4
2
5 4 4
ap | 3.00 a
i END OF [email protected] m d
3.5 om
40 4
45-4 4
5.0 4
55 om
604 cm

 

 

 

 

 

 

 

 

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. me