MCU14/0106 Appendix E - Engineering Report

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAP5_1_MDORE.GLB FULL PAGE_J:\2004\GEOTECHNICALI04682104\FIELDWORK_LOGS\04682104TPBH.GPJ GAP5_1.GDT 06/08/2004 12:41:22 PM

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
ENT: Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROT Noosa Business Centre - Stage 1 SURFACE RL: 7.5m 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 Toothed CHECKED: DATE:
Excavation ‘Sampling Field Material Description
Bs 81, 1k B
a w STRUCTURE AND
a Re 3 SAMLEOR ig) | & SOIL /ROCK MATERIAL DESCRIPTION 5 be ADDITIONAL
Sele |x FIELD TEST zl¢é aa
aS Be 8 eg 3 & Be OBSERVATIONS
= lie| = we RL x BS 3 3 5
O50 b= Tea] Sity SAND
4 . fine to medium grained, light grey, trace of root matter 4
0.20
7.30 CLAY |
4 medium plasticity, light grey and light brown, some red
BDS030050n
os 4
0.70
680
g
a 4
#
ZS) yotemp Ys fA Pd 4
g| pe CH [becoming high plasticity, ight grey and red, trace of ight brown
5 4 DS 110420
5 4
= 4 oy
a _
5 140
2 6.10
oO
i 187 DS 150-160 2 7
4 ’ g
204 4
24 4
1 DS270280m
3.00.
450 TEST Pit [email protected]
oct 3 tL ---'
“Tis repato est pk mustbe readin conjunction wih aocornpanying notes and abbrevaions, ithas been prepared for geotechnical purposes only, without
attempt to assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or
absence of soil or goundwater contamnaton. GAP gINT FN. Fote|
RL2