MCU14/0106 Appendix E - Engineering Report

 

REPORT OF TEST PIT: GA05

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GAPS_1_MDORE.GLB FULL PAGE J:\2004\GEOTECHNICAL04682104\FIELDWORK_LOGS\04682104TPBH.GPJ GAPS_1.GDT 06/08/2004 12:41:35 PM

 

‘@tiempt to assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or

 

 

 

 

Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
Noosa Business Centre - Stage 1 SURFACE RL: 11.5m DATUM: AHD71 CONTRACTOR: IBS
Eenie Creek Road PIT DEPTH: 3.00 m LOGGED: PGH DATE: 21/7/04
04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
‘Sampling Fleld Material Description
SO B 3 w B STRUCTU
3 ia UCTURE AND
SRele| oe SER & & SOIL / ROCK MATERIAL DESCRIPTION 5 be ADDITIONAL
Ee | es 9] &.| 2 raced OBSERVATIONS
3 oe] S| BE PR @ 3 2 88
W755 CL | Gravely Sandy CLAY
low plasticity, light brown
Test pit commenced at ground level above
0.30.
7120 | BDS0300.60n Siy CLAY
medium to high plasticlty, pale grey, red and ight brown, trace of
gave
4
a
a
&
E g
3 4
8
a
5
g
oe
§
2
3
&
1.60 +
350} DS 4.60-.70m Sily Sandy CLAY
medium to high plasticity, pale grey, some red brown and red motting
1.90 |_|
360 San CLAY
medium plasticty, pale grey and red, some gravel 4
z
g 4
3.00 J
850 TESTPIT DISCONTINUED @ 300m
PRACTICAL REFUSAL

 

absence of sail or groundwater contamination.

 

 

 

 

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