MCU14/0106 Appendix E - Engineering Report

 

REPORT OF TEST PIT: GA06

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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SHEET: 1 OF 4
‘Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
Noosa Business Centre - Stage 1 SURFACE RL: $m DATUM: AHD71 CONTRACTOR: IBS
Eenie Creek Road PIT DEPTH: 1.70m LOGGED: PGH DATE: 21/7/04
04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation Sampling Field Material Description
Lew s IB
IS z w |G STRUCTURE AND
8 Ez z SAVPLE OR g 2 |e SOIL ROCK MATERIAL DESCRIPTION Sb ADDITIONAL
obo) zs FELDTeST | é
Bele | ES loon 8] E013 & BS OBSERVATIONS
2 aw] S| BE RL wi 6913 285
00 —~S0 =] cL] Sandy Clay
4 low plasticity, light grey, trace of root matter
O20, Tt
880 Becoming light brown and light grey
4 8
os 4
0.80 |__|
820 Sandy Sly CLAY
g 4 high plasticity, red and light brown, some gravel
E
3) DS 1.004.10m 7
ai x
4 a
3 g
é 4
§ 4
a
5 1.40
2 7.60 SANDSTONE
| as extremely iow strenghh, pale grey red and ight grey, some cay, 4
. highly fractured, extremely weathered
170 pine
7.20 TEST Pil [email protected]
] REFUSAL
2044 4
254 4
30-4 4
LyjJ —-L—_____ Jette eee po

 

 

This report of test pit must be read in conjunction with accompanying notes and abbreviations. [thas been prepared for geotechnical purposes only, without
alternpt to assess possible contamination. ‘Any references to potential contamination are for information only and do not necessarily indicate the presenos or

absence of soll or groundwater contamination.

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