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2.5m
3.0m
3.5m
4.0m
4.5m
5.0m
Client: Project Title: Site Address: City: Job Number:
Grant Wharry
6c Myrtle Drive, Omokoroa T auranga
533
Page 1 No of Pages 1
Date 27/10/2016 Logged By MOB
Ha 7
O'Brien Geotech Ltd
Hand Auguered Borehole
Notes:
xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
●●●
Light brown sandy SILT, stiff, slightly plastic, moist
becomes brown and wet
Hand Auger No :
DESCRIPTIONS
T opsoil
Light grey fine to medium silty SAND, medium dense, pumiceous, wet
End of Hole - Scala Penetrometer below this level
Sv=73kPa
Sv=54kPa
Sv=57kPa
Cohesive Material
Very Soft VS Soft S Firm F Stiff St Very Stiff Vst Hard H
Non Cohesive Material
Very Loose VL Loose L Medium Dense MD Dense D Very Dense VD
0.0m
0.5m
1.0m
1.5m
2.0m
Depth (m)
Groundwater
Graphic Log
