MCU14/0106 Appendix E - Engineering Report

 

Cisitiin

REPORT OF TEST PIT: GA10

SHEET: 1 OF 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAPS_1_MDORE.GLB FULL PAGE JA2004\GEOTECHNICAL\046821 04\FIELDWORK_LOGS104882104TPBH.GPJ_GAPS_1.GDT_06/08/2004 12:41:50 PM

 

 

 

 

 

 

 

 

 

 

absence of soll or groundwater contamination.

 

Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PRORCT Noosa Business Centre - Stage 1 SURFACE RL: 95m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 2.50 m LOGGED: PGH DATE: 21/7104
JOB NO: 04682104 BUCKET TYPE:_350 mm Toothed CHECKED: DATE:
Excavation ‘Sampling Field Material Description
=
Iz a - 1
bo g 3 w STRUCTURE AND
ate 3 SWWRECR Jl | E SOIL/ ROCK MATERIAL DESCRIPTION 5 be ADDITIONAL
SISS| a] 2 Feptest jalz | 5B OBSERV
E Bale | he [oom 313219 8 Be TIONS
3 fr] S| BE fa Zz} 62/5 2 ba
00 o50 5 ML] Sauy Str
4 low plasticity, light grey, trace of root matter
0.20
930 CL | Sity Sandy CLAY
4 low plasticity, light grey, light brown
] g
os 4
=
4 |
2A
x |
070 r= ||
8.80 fx —7 CH | Silty CLAY
4 high plastily, pale grey, some red matting
DS080090n
g
a 4
Z
2} to4 4
8
a 4.10
5 840 becoming pale grey, some red and light brown matting
2 4
Fal E
s 4
2
3 4
5
154 4
4 ’ x
7 DS 4.80-1.90n
2044 _
2.50
700 TEST Pit [email protected]
304 4
ptt —bLs Poo LL

 

 

“This report of test pit must be read h conjunation with aocornpanyhg notes and zbbrevions. Ithas been prepared for geotechnical purposes only, without
attempt fo assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or

 

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