Test Pit Log (TP19-04, TP19-05, TP19-06)

Test Pit 19-04 (TP19-04)

Depth	Description
0.0 to 0.3 m	Topsoil – Silt, dark brown, some organics and roots, damp
0.3 to 1.8 m	Fill – Silt, brown, some gravel, trace sand and cobbles, damp
1.8 to 2.2 m	CLAY – Stiff, light brown, silty, trace sand, damp
at 2.2 m	End of test pit – refusal on bedrock

Notes: Very minor seepage noted at 0.9 m; Bedrock was observed to be generally intact, sloping, dark, igneous

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Depth	Description
0.0 to 0.2 m	Concrete
0.2 to 0.4 m	Topsoil – Silt, dark brown, some organics and roots, damp
0.4 to 0.7 m	Fill – Silt, grey, trace sand and gravel, damp
0.7 to 0.9 m	Topsoil – Silt, dark brown, some organics, roots, and wood debris, damp
0.9 to 1.7 m	Fill – Silt, light brown, trace sand and roots, damp
1.7 to 3.5 m	CLAY – Stiff to very stiff, light brown, silty, trace sand, damp
at 3.5 m	End of test pit – refusal on bedrock

Notes: Clay turns very stiff at 2.8 m; Bedrock was observed to be fractured/weathered from 3.2 to 3.5 m, intact, dark, igneous at 3.5 m

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Depth	Description
0.0 to 0.2 m	Topsoil – Silt, dark brown, some organics, damp
0.2 to 0.9 m	GRAVEL – Compact, angular, light brown, some silt and sand, trace roots, damp
0.9 to 1.4 m	GRAVEL – Compact, coarse, angular, reddish brown, trace sand and roots, damp
1.4 to 4.05 m	GRAVEL – Compact to dense, angular, reddish brown, some silt and sand, trace cobbles, damp
at 4.05 m	End of test pit – refusal on bedrock

Notes: Bedrock was observed to be fractured/weathered between 3.5 and 4.05 m, intact, dark, igneous at 4.05 m

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