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:
4
Depth (mm) Description PENET. Comments
(btows per
100mm)
1 2 3 4
0 SILTY SAND (SM)- Fine to coarse grained, on ae <tye
dark grey, moist, loose. i fo
100
200
300 SAND (SP)- Fine to coarse, pale brown, moist,
loose.
400
500
600
700
800
900
1000 WATER TABLE.
1100 SILTY SAND (SM)- Fine to coarse grained,
dark grey, saturated, toose.
3000 SILTY SAND (SM)- Fine to coarse grained,
dark grey, saturated, dense.
3600 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