06/0159 - Plans for final approval [As Published] · 142006.159

> GLOBAL TESTING

THE ONLY NAME IN SOILS

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOIL PROFILE REPORT
CLIENT: N.C Oliver Pty Ltd. AUTHORIZED BY: = Callaghan & Toth.
PROJECT: Proposed Sewer Alignment, DATE TESTED: 18/09/06
128-132 Gympie Terrace,
Noosaville. JOB NO: 06/1014
Drilling Method: Jacro 105 75mm Borehole No:
. 5
Depth (mm) Description PENET. Comments
(blows per
100mm)
1] 2[3 [4
0 SILTY SAND (SM)- Fine to coarse grained, Er vo
dark grey, moist, loose. ‘
100
200
300
400 PEAT- Dark Grey.
500
600
700
300 SILTY SAND (SM)- Fine to coarse grained,
pale grey, moist, medium-dense.
900
1000 WATER TABLE.
1200 SILTY SAND (SM)- Fine to coarse grained,
grey, saturated, medium-dense.
2700 CLAYEY SAND (SC)- Fine to coarse grained,
grey, high plasticity fines, saturated, dense.
3700 SANDY CLAY (CH)- High plasticity, grey, fine
to medium sand, saturated, stiff.
4500 Hole Terminated.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Bore logging in accordance with AS1726 — 1993 Site Investigation Code
JWP-SOIL.033A Rev.2, 05/97