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

Resendi8- 7-06:12:24PM;

.18/87/2885 12:39 87-54748901

 

GLOBAL TESTING

GLOBAL TESTING

+61 7 $4794162

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THE ONLY NAME IN SOILS
SOIL PROFILE REPORT
CLIENT: N.C. Ofiver Pty Lid AUTHORISED BY: Jones Flint and Pike
PROJECT. Proposed Sewer Alignment, DATE TESTED: 30/06/06
128-132 Gympie Terrace, JOB NO; 06/0637
Noosaville.
Drilling Method: Jacro 105 75mm. Borehole No:
Depth (mm) Description
0 SILTY SAND (SM) — Fine to medium grained,
brown, low plasticity fines, very moist, loose
GILL).
1000 WATERTABLE
SILTY SAND (SM)—Fine to medium grained,
grey, low plasticity fines, saturated, loose.
1500 SILTY SAND (SM) —Fine to medium grained,
grey, low plasticity fines, sarmrated, medium
dense.
3600 SANDY CLAY (CH) — High plasticity, grey,
fine to medium grained sand, saturated, stiff,
4500 Hole Terminated.

 

 

 

 

 

 

 

 

 

Bore togsing in accordance with AS17268 - 1993 Site Investgetion Cade
IWP-SOILGRA Rav.2, 05/97