MCU14/0106 Appendix E - Engineering Report

 

REPORT OF TEST PIT: GA17

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 5m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 3.00 m LOGGED; PGH DATE: 22/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation Sampling Field Material Description
b
es 3 wy E STRUCTURE AND
3 k= 2 SAMPLE OR 2/5 SOIL /ROCK MATERIAL DESCRIPTION 5 lor ADDITIONAL
SBE xg FIELD TEST
& Sg é 8 | oem bo 9 2 BS OBSERVATIONS
2 oe] S LSE |e #] So] 3 2 8
0-75 DT a] Sity SAND
J [;, %] | fine to medium grained, ight grey, trace of root matter
ASS sampies taken *)
4 evey025mio 4
30mdegh:
0.40 |_|
460 ysP|sanD
os ‘ fine to medium grained, light grey oO 4
0.60 ||
440
a g
a 4
5
3] 4
a 4.10 __
5 3.90 Ped Cl | SandyClay :
z 4 4 medium plasticity, light grey, light brown
& v2
g 4.30 4
8 370 Sity Sandy CLAY
= 5 J medium to high plasticity, light grey, trace of red and light orown
z= g matting
al is 154 = 4
3 g
E
8 4
g 4
ql 205 7]
5
| 4
5 20} | Pry LLU |__|
g 2.80 becoming medium plasticity, pale grey, trace ofred motting
3 4
x 4
yt je |
3 4 =
3
3 4
3
£ 4
&
5 4
g 3.00
3 200 TEST PIT [email protected]
4 4
a A
2
3 4
z 4
3
=
“oo hist —b A tt A
3

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

aasence of soil ar groundwater contamination.

GAP gINT FN. Fote
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