64 Pheasant Lane, Doonan septic design

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GLOBAL TESTING

THE ONLY NAME IN SOILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOIL PROFILE REPORT
CLIENT: Scott Elliott. AUTHORISED _ Scott Elliott.
BY:
PROJECT: 64 Pheasant Lane, DATE TESTED: 08/07/2020
Doonan. JOB NO: 20/0584
Drilling Method: Hand Auger 100mm. Borehole
No.2
Depth Description PENET. Est. Bearing
(mm) Slows pe. Phen) Capacity
(kPa)
1] 2 Jaf4
0 SILTY SAND (SM)-Fine to coarse grained,
grey, moist, loose.
100 2 50
200 SILTY SAND (SM)-Fine to coarse grained,
grey, moist, medium-dense. 3 100
300 CLAYEY SAND (SC)-Fine to coarse 10
grained, brown, medium plasticity fines,
moist, medium-dense.
400 10
500 >20 Tree Roots.
600
700
800
900
1000
1100
1200
1300 SANDY CLAY (CH)-High plasticity, brown,
fine to coarse sand, moist, stiff.
1400
1500 Hole Terminated.
1600
1700
1800
1900
2000
2100
2200
2300
2400
2500

 

 

 

 

 

 

 

 

 

Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
20/0584