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

Resendi8- 7-08:12:24PM; 381 7 54794162
* . 18/87/2886 12:39 87-54749901 GLOBAL TESTING

 

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THE ONLY NAME IN SOILS
SOIL PROFILE REPORT .
CLIENT: NC, Oliver Pty Lid AUTHORISED BY: Jones Flint and Pike
PROJECT: Proposed Sewer Alignment, DATE TESTED: 30/06/06
328-132 Gympie Termee, JOB NO; 06/0637
Noosaville,
Drilling Method: Jacro 105 75mm, Borehole No:
3
Depth (mm) Description vecoeer Coroments
C018)
1p? 314
0 SILTY SAND (SM) ~ Fine to medium grained, eager
brown, low plasticity fines, very moist, loose Z a
(ILL). ;

 

 

 

 

 

600 SILTY SAND (SM) —Fine to medium grained,
grey, low plasticity fines, very moist, loose.

 

 

 

 

 

 

H200 WATERTABLE
SILTY SAND (SM) — Fine to medium grained,
arey, low plasticity fines, saturated, loose.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4000 SANDY CLAY (CH) ~ High plasticity, grey,
fine to medium grained sand, saturaced, stiff

 

 

 

 

 

 

 

 

 

 

 

 

 

4500 Hole Terminated.

 

 

Bore logging in accordance with AS1728 — 1983 Site investigufion Cada
JWP-SOILOS3A Rew.2, 06/97