Attachment 5 - Geotechnical Assessment · MCU18/0015

 

 

 

RTI 11/055 Folio B409 - ae oe

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

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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: 54.5m DATUM: AHD71 ORILLER:
LOCATION: _— Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 9/10/03
JOB NO: 03632248 HOLE DIA: 100 mm HOLE DEPTH: 0.90 m CHECKED: her DATE: 210%
Drilling Sampling Field Material Description
Bw a = 3 °
ES uw g w [2 DCP TEST (AS1289.6.3.2)
8 Berea rnprest |S1e | & SOIL / ROCK MATERIAL DESCRIPTION 5 ibe Blows per 100 mm
Yale | as ol] alo 222
¥ jee) | BE PR #l83|2 g\gap = 1 2%
9.0~T-sa50 TSP] SAND
1 fine to medium grained, fight grey, trace of root matter 1
O90} ee Pd
< 54.20 | becoming pale grey 7
* 05—] =| 5 4
0,90 _| DS 0,80-0.90m on 1
10—| 53.60 END OF [email protected] m
wd UNABLE TO EXTRACT 7
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a This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
2 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