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Appendix E - Soil and Effluent Disposal Report
Borelogs
BH 1 Soil Description DCP BH 2 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 1
200 2 200 1
300 SILTY CLAY (CH) – High plasticity, 4 300 SILTY CLAY (CH) – High plasticity, 4
brown, moist, stiff. brown, moist, stiff.
400 DISTINCTLY WEATHERED ROCK 16 400 4
(DW) – Fine, pale brown, dry, low-
medium strength rock.
500 500 DISTINCTLY WEATHERED ROCK >20
(DW) – Fine, pale brown, dry, low-
medium strength rock.
600 600
700 700 Auger Refusal.
800 800
900 900
1000 1000
1100 1100
1200 Auger Refusal. 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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