MCU14/0106 Appendix E - Engineering Report

 

REPORT OF TEST PIT: GA18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

  
 

 

 

 

1_MDORE.GLB FULL PAGE JA2004\GEOTECHNICALI04682104\FIELDWORK_LOGS\04682104TPBH.GPJ_GAPS_1.GDT_06/08/2004_12:42:14 PM.

GAPS _

SHEET: 1 OF 41
CUENT: Stockwell Building & Development POSITION: Refer fo Site Plan MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 4.5m 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
Bs 3 3
w ia STRUCTURE AND
8 ea «| <3 Seer € SOIL/ ROCK MATERIAL DESCRIPTION & be ADDITIONAL
z | = a 5 |e OBSERVATIONS
66a] 2 | hs | on 3 3 6a
= fir] =] o& | ew 3 2 8
9-5 SV] Sty SAND
4 | fine to medium grained, ight grey, traoe of root mater
ASS sampes taken
J every025mib
30mdeph
0.30.
42 ‘Clayey SAND
4 fine to medium grained, light grey and pale brown,
: 2
05 Som 4
070
3.80 ‘Sandy CLAY
4 low plasticity, light grey, pale brown
a 2.90 =
itd 360 Sity Sandy CLAY
2] 1] high plasticty, ight grey, pale brown 4
3 | 1
Zz | =
a
2
é 4
$ wo) | Be Lou
3 30 becoming pale gy, iraoe of pale brown and red matting
3 4
oO
is 154 = 4
1 g
2044 4
25-250 Ee 4 Loe |__| 4
2.00 [=H contains ferruginous cobbles/boulders.
74
4 ie]
4 ae 5
J PA g
aS
—.
3.00 cs
1.50 TEST PIT [email protected]
pod —Las— Po LLL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

attempt to assess possible contamination. Any references tp potential contamination are for information only and do not necessarily indicate the presence or
absence of soll or groundwater contamination. GAPQINTFN. FOte