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Appendix E - Soil and Effluent Disposal Report
Borelogs
BH 3 Soil Description DCP BH 6 Soil Description DCP
0 GRAVELLY SILT (ML) – Grey, fine to 0 GRAVELLY SILT (ML) – Grey, fine to
medium gravel, dry, firm. medium gravel, dry, firm.
100 1 100 2
200 1 200 2
300 SILTY CLAY (CH) – High plasticity, 7 300 SILTY CLAY (CH) – High plasticity, 4
orange/brown, moist, stiff-very stiff. orange/brown, moist, stiff-very stiff.
400 8 400 7
500 8 500 6
600 8 600 6
700 8 700 7
800 7 800 7
900 7 900 7
1000 5 1000 7
1100 5 1100 7
1200 5 1200 6
1300 5 1300 6
1400 5 1400 6
1500 SILTY CLAY (CH) – High plasticity, red 6 1500 SILTY CLAY (CH) – High plasticity, red 6
mottled white, moist, stiff-very stiff. mottled white, moist, stiff-very stiff.
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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