Page 48 - Demo

1.0m
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 1
O'Brien Geotech Ltd
Hand Auguered Borehole
Notes:
xxxx xxxx xxxx xxxx xxxx
●●● ●●● ●●●
Cohesive Material
Hand Auger No :
DESCRIPTIONS
Dark brown sand SILT, stiff, slightly plastic, slightly organic, moist (Topsoil/Fill
Brown with light brown mottling sandy SILT, stiff, slightly plastic, moist
becomes wet and firm
Light brown fine to medium silty SAND, medium dense, wet becomes saturated, no recovery
Very Soft VS Soft S Firm F Stiff St Very Stiff Vst Hard H
End of hole
Non Cohesive Material
Very Loose VL Loose L Medium Dense MD Dense D Very Dense VD
0.0m
0.5m
1.5m
2.0m
2.5m
3.0m
3.5m
4.0m
4.5m
5.0m
Depth (m)
Groundwater
Graphic Log