Attachment 5 - Geotechnical Assessment · MCU18/0015

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i PGolder REPORT OF BOREHOLE: BH4
~ "Associates
SHEET: 1 OF 1
[~ CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan DRILL RIG: Hand Auger
PROJECT: Housing Development SURFACE RL: 26m DATUM: AHD71 DRILLER:
LOCATION: = Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 9/10/03
- JOB NO: 03632248 HOLE DIA: 100 mm HOLE DEPTH: 0.90 m CHECKEDAtip — DATE:24 fio fo
Drilling Sampling Field Material Description
° Sy 2 = 3
Eg wu zg w zs DCP TEST (AS1289.6.3.2)
rm (8/84 2 | oa SAMPLEOR jwi/2 | & SOIL / ROCK MATERIAL DESCRIPTION eats Blows per 100 mm
Pine ra zs FIELD TEST ole, @ 5 los
fz a o oO 5 Zz
Ls [Beg s | Be [par #183] 8 gap if ° 2%
9.0—~T7600 TSP] SAND 4
7 | fine to medium grained, light grey, trace of root matter to] =
7 a2m 3 7
t. Tool | fey poo 7
=< os 25.60 becoming fine grained, pale grey s! J
[* J =
La 1 0.90 _| DS 0.80-0.90m we 7
10-| 25.10 END OF [email protected] m |
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= 40 4
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* 3 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. rote