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Appendix G - Geotechnical Report
Borelogs
BH 1 Soil Description DCP BH 2 Soil Description DCP
0 SILTY CLAY (CI) – Medium plasticity, 0 SILTY CLAY (CI) – Medium plasticity,
pale brown/orange, dry, stiff. pale brown/orange, dry, stiff.
100 3 100 3
200 4 200 4
300 5 300 5
400 4 400 4
500 5 500 5
600 EXTREMELY WEATHERED MATERIAL 7 600 EXTREMELY WEATHERED MATERIAL 9
SILTY CLAY (CI) – Medium plasticity, SILTY CLAY (CI) – Medium plasticity,
pale brown, dry, stiff-very stiff. pale brown, dry, stiff-very stiff.
700 7 700 8
800 12 800 7
900 12 900 12
1000 14 1000 11
1100 1100 11
1200 1200
1300 1300
1400 DISTINCTLY WEATHERED PHYLLITE 1400 DISTINCTLY WEATHERED PHYLLITE
(DW) – pale brown, dry, very low (DW) – pale brown, dry, very low
strength rock. strength rock.
1500 1500
1600 1600
1700 1700
1800 1800
1900 1900
2000 Hole Terminated. 2000 Hole Terminated.
*- DCP restarted down the borehole
SWL -Standing Water Level
PP- Pocket Penetrometer
ISS-Indicative Shrink-Swell
SS – Shrink-Swell
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