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

 

 

REPORT OF BOREHOLE: BH 3

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

GAP5_1_MDORE.GLB FULL PAGE J\2007\GEOTECHNICAL\077682076\TASK\O1_GINTI077682076BH.GP) GAPS5_1.GDT_30/10/2007_ 3:47:28 PM

 

 

 

 

 

 

 

 

 

 

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.

 

SHEET: 1 OF 4
CLIENT: Starco Developments Pty Ltd COORDS: 508340 m E 7078450mN 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: 5/10/07
JOB NO: 077682076 HOLE DIA: 100 mm_ HOLE DEPTH: 3.00m CHECKED: Ate _DATE: BojwfoP
Drilling Sampling Field Material Description
Sw 3 3
eS g 3 wif DCP TEST (AS1289.6.3.2)
3 ee %|z3 SAMPLE OR 3 : & SOIL / ROCK MATERIAL DESCRIPTION 2 BE Blows per 100 mm
Fiza, ] od Oo; so] oO 5 42
B [eg] S| Be Pam #]63| 8 giggh § 2 8 2%
0.0—T-s50 ® Silty SAND. 7
1 fine to medium grained, dark grey, trace of root matter | | 7
=
“| 0.80 | DS 0.40-0.60m 4
0.56.00 SAND 7
1 fine to medium grained, grey, trace of silt 7
1.0 co
4+ 430 4
| 520 Silty SAND 7
Q 3 15 fine to medium grained, dark grey J
Ee 4.60 4
2 4.90 Indurated SAND
= 1 fine to medium grained, dark grey, trace of silt z 7
8 | 20 4
5 4 4
5 4 4
3| 4 J
2
3 4 4
Oo | 254 ~|
an | 300 4
we | 3:50 END OF [email protected] m 4
3.5 >
4.0 -
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5.0] 4
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GAP gINT FN. F01b
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