MCU14/0106 Appendix E - Engineering Report

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GAPS_1_MDORE.GLB FULL PAGE JA\2004\GEOTECHNICALI04652104\FIELDWORK_LOGS\046821047PEH.GPJ GAPS_1.GDT 06/08/2004 12:41:47 PM

 

REPORT OF TEST PIT: GA09

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

absence of soil or groundwater contamination.

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: 9m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 3.00 m LOGGED: PGH DATE: 21/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toathed CHECKED: DATE:
Excavation Sampling Field Material Description
b
lew a - s
8 8 3 w |G STRUCTURE AND
8 Ea = SAMAEOR |G) 2 | SOIL/ ROCK MATERIAL DESCRIPTION 5 [oe ADDITIONAL
eb xs FIELD TEST a
= pale ES | oon £0| 8 ae OBSERVATIONS
2 ae] S| Be pon 2] 53/38 3/85
00-00 Su] Sity SAND
4 | fine to medium grained, light grey, race of root matter zlo
aAs=
0.20
880 | BDS020060n CL | Sandy CLAY
4 low plasticity, light grey, light brown,
05 4
a
g 4
gE
3 | 104 4
a 1.10 |_|
5 790 Cr SiySandy CLAY
z | medium plasticity, light grey, trace of light brown and red motting
5
2
2 ] >
1.50
i 15750 CH Sity CLAY [_] 7
4 high plasticity, pale grey, lightred and light brown motting
DS 160-1:70m
20-28 4
g
7 DBs 230240n
2544 +
4 be
4 x |
4
4 —
—
a9} 300 se
600 TEST PIT DISCONTINUED @ 300m
pteL —L3s L--____tj__J-t_-_ LL

 

 

 

 

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

GAP gINT FN. FOte|
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