64 Pheasant Lane, Doonan septic design

Borelogs:




            8/12


[OCR of page images]
Borelogs:

 

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: Jacro 105 100mm. Borehole
No.1
Depth Description PENET. Est. Bearing
(mm) . es Capacity
(kPa)
1 [2[3j4
0 SILTY SAND (SM)-Fine to coarse grained, thal
grey, moist, loose. {
100 2 50
200 2
300 CLAYEY SAND (SC)-Fine to coarse 3 100
grained, brown, medium plasticity fines,
moist, medium-dense.
400 10
500 12
600 10
700 >20 Tree Roots.
800
900
1000
1100
1200
1300
1400 SANDY CLAY (CH)-High plasticity, brown,
fine to coarse sand, moist, stiff.
1500
1600
1700
1800
1900
2000 Hole Terminated.
2100
2200
2300
2400
2500

 

 

 

 

 

 

 

 

Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code

20/0584