Attachment 5 - Geotechnical Assessment · MCU18/0015

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GAPS_t, MOORE.GLB FULL PAGE J\2003}0THER OFFICESW3632248\03632248BHDCP.GPJ GAPS_1,GDT 21/10/2003 10:21:23 AM

RTI 11/055 Folio B421

 

 

REPORT OF BOREHOLE: BH8

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan DRILL RIG; Hand Auger
PROJECT: Housing Development SURFACE RL: 23m DATUM: AHD71 DRILLER:
LOCATION: Attunga Heights INCLINATION; -90° LOGGED: PGH DATE: 9/10/03
JOB NO: 03632248 HOLE DIA: 100 mm HOLE DEPTH: 0.70m CHECKED: AtDd DATE: Zt tofoz}
Drilting Sampling Field Material Description
Su 9 5 3
eg w 3 wie DCP TEST (AS1289.6.3.2)
Sls al ag SAMPLE OR 8/2 | SOIL / ROCK MATERIAL DESCRIPTION Falta Blows per 100 mm
bees | Be 8183/3 ggzo os 4 5 2
2 Be) | BE Part 2|53| 8 2|88 pi 2
9.03550 TSP] SAND
71 Q fine to medium grained, light grey, trace of root matter to 7
1 0.2m 4
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0.5 a
‘1.a70 | DS.0.60-0.70m fe 1
22.30 END OF [email protected]
7 UNABLE TO EXTRACT 1
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1.5 4
20-4 4
25 4
3.0—-] 4
3.54 4
4.0— 4
45-4 4
5.0 a
5.5— 4
6.0 4
654 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. Fore