Attachment 5 - Geotechnical Assessment · MCU18/0015

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E.GLB FULL PAGE JAZQ03\0THER OFFICES103632248103632248BHDCP.GPJ GAPS_1.GDT 21/10/2003 10:21:13 AM

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RTI 11/055 Folio B415

 

 
   
  

Golder REPORT OF BOREHOLE: BH5
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SHEET: 1 OF 1
CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan DRILL RIG: Hand Auger
PROJECT: Housing Development SURFACE RL: 19.6m DATUM: AHD71 ORILLER:
LOCATION: Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 9/10/03
JOB NO: 03632248 HOLE DIA: 100 mm HOLE DEPTH: 0.80 m CHECKED: Aco DATE: 2} (10 (03 |
Drilling Sampling Field Material Description
Zz Pod
e8 g 3 w |e DCP TEST (AS1289.6.3.2)
Sl@fle| xg SAMPLEQR |gl2 | & SOIL / ROCK MATERIAL DESCRIPTION aids Blows per 100 mm
G (2g|&| bs sleelg Bz 5 0 15
zleel2 | 38 a z182/ 8 gap _f 8 2
0.07850 TSP] SAND
7 fine to medium grained, light grey, trace of root matter to 7
7 0.2m 7
x 7 slo 4
4 a 4
* os a a
{0.80 | DS 0.70-0.80m “ 7
| 18:70 END OF [email protected] m 4
10— UNABLE TO EXTRACT |
15— 4
20 4
25—- -
3.0 4
35 4
4.0 +
45 4
5.04 4
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6.0~ 4
6.54 4
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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. Foi