Page 49 - Demo

1.0m
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 2
O'Brien Geotech Ltd
Hand Auguered Borehole
Notes:
●●● ●●● ●●● ●●●
xxxx xxxx
●●● ●●● ●●● ●●●
xxxx xxxx xxxx xxxx
Cohesive Material
DESCRIPTIONS
Grey sandy SILT, stiff, slightly plastic, saturated
Hand Auger No :
Dark brown/black organic SILT, slightly plastic, moist
becomes wet
Brown silty SAND, medium dense, wet
Brown fine to medium silty SAND, medium desne, saturated
Black organic SILT, soft, slightly plastic, 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
Depth (m)
Groundwater
Graphic Log