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Combined Approved Plans RAL21/0003
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Log in to see the plans as drawn Proposed Driveway Borehole
(This borehole does not form part of the Site Classification Report)
BH 6 Soil Description DCP
0 SILTY CLAY (CI) – Medium plasticity,
brown, dry, stiff.
100 3
200 4
300 5
400 4
500 4
600 5
700 EXTREMELY WEATHERED MATERIAL 5
SILTY CLAY (CI) – Medium plasticity,
pale brown, dry, stiff-very stiff.
800 5
900 8
1000 4
1100 11
1200 10
1300 DISTINCTLY WEATHERED PHYLLITE 18
(DW) – pale brown, dry, very low
strength rock.
1400
1500
1600
1700
1800
1900
2000
2100 DISTINCTLY WEATHERED PHYLLITE
(DW) – pale brown, dry, low strength
rock.
2200
2300
2400
2500 Auger Refusal
Document Set ID: 21426326
Version: 1, Version Date: 24/03/2021
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