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Slope Stability AG-220616-RPT-G-01_[Rev A]
Borelogs
BH 1 Soil Description DCP BH 2 Soil Description DCP
0 GRAVELLY SILTY SAND (SM) – Fine to 0 GRAVELLY SILTY SAND (SM) – Fine to
medium, brown, fine to medium gravel, medium, brown, fine to medium gravel,
dry, loose. dry, loose.
100 1 100 1
200 2 200 1
300 SANDY CLAY (CH) – High plasticity, 4 300 SANDY CLAY (CH) – High plasticity, 7
orange mottled grey, fine to medium orange mottled grey, fine to medium
sand, trace fine to medium gravel, sand, trace fine to medium gravel,
moist, stiff. moist, stiff.
400 7 400 13
500 8 500 8
600 9 600 7
700 9 700 9
800 9 800 8
900 DISTINCTLY WEATHERED ROCK 16 900 DISTINCTLY WEATHERED ROCK >20
(DW) – Fine, pale brown, dry, low (DW) – Fine, pale brown, dry, low
strength rock. strength rock.
1000 18 1000
1100 Auger Refusal 1100 Auger Refusal
1200 1200
1300 1300
1400 1400
1500 1500
1600 1600
1700 1700
1800 1800
1900 1900
2000 2000
*- DCP restarted down the borehole
SWL -Standing Water Level
PP- Pocket Penetrometer
ISS-Indicative Shrink-Swell
SS – Shrink-Swell
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