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Appendix B - Geotechnical Assessment Report
Borelogs
BH 4 Soil Description DCP BH 5 Soil Description DCP
0 SANDY CLAYEY SILT (ML) – 0 SANDY CLAYEY SILT (ML) – Grey/brown,
Grey/brown, low plasticity fines, fine to low plasticity fines, fine to medium sand,
medium sand, moist, firm. moist, firm.
100 3 100 SANDY CLAY (CI) – Medium plasticity, pale 2
brown/orange, fine to medium sand, moist,
firm-stiff.
200 SANDY CLAY (CI) – Medium plasticity, 3 200 2
pale brown/orange, fine to medium sand,
moist, firm-stiff.
300 2 300 3
400 2 400 3
500 PP-75kpa 2 500 GRAVELLY SANDY SILTY CLAY (CH) – 2
High plasticity, orange, fine to medium
sand, fine to medium gravel, moist, stiff.
600 SANDY CLAY (CI) – Medium plasticity, 3 600 5
pale brown/orange, fine to medium sand,
moist, stiff.
700 3 700 2
800 2 800 3
900 3 900 4
1000 PP-175kpa 4 1000 4
1100 6 1100 6
1200 10 1200 5
1300 9 1300 5
1400 4 1400 PP-180kpa 5
1500 4 1500 5
1600 1600 GRAVELLY SANDY CLAY (CL) – Low
plasticity, orange, fine to medium sand, fine
to medium gravel, moist, very stiff.
1700 GRAVELLY SANDY CLAY (CI-CH) – 1700
Medium to high plasticity, orange, fine to
medium sand, fine to medium gravel,
moist, very stiff.
1800 1800
1900 1900
2000 2000
2100 2100
2200 2200 GRAVELLY SILTY CLAY (CH) – High
plasticity, red mottled white, fine to medium
gravel, moist, very stiff.
2300 GRAVELLY SANDY CLAY (CL) – Low 2300
plasticity, pale brown, fine to medium
sand, fine to medium gravel, very stiff.
2400 2400
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