Attachment 5 - Geotechnical Assessment · MCU18/0015

 

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SHEET: 1 OF 1
CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan ORILL RIG: Hand Auger
4G PROJECT: Housing Development SURFACE RL: 26m DATUM: AHD71 DRILLER:
LOCATION: = Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 16/10/03
JOB NO: 03632248 HOLE DIA: mm_HOLE DEPTH: 5.50 m CHECKED: A-cg> DATE: &Ht0/oS
[ Drilling Sampling Field Material Description
Sw] a = 3
3 s wv ° 2 yw s DCP TEST (AS1289.6.3.2)
Slee al ag SAMPLE OR gle | SOIL / ROCK MATERIAL DESCRIPTION p lee Blows per 100 mm
B 2a) 2 | 3 loco 8/8818 Bi22b 2s 10 18) 20s
L [2 feel S| ae Pa 2|89/ 8 gigar__t P
0.07506 TSP] SAND
[ fine to medium grained, light grey, trace of root matter to} = 7
7 0.2m a T
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os— 25.60 becoming fine grained, pale grey
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a g 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. mo