Page 52 - Demo
P. 52
2.0m
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 4A
O'Brien Geotech Ltd
Hand Auguered Borehole
Notes:
xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
●●●
xxxx xxxx xxxx
----- ----- ----- ----- ----- ----- ----- -----
Cohesive Material
DESCRIPTIONS
Light brown silty SAND, medium dense, moist
Light brown sandy SILT, stiff, non plastic, moist
Brown sandy SILT, stiff, wet, slightly plastic becomes wet and plastic
Very Soft VS Soft S Firm F Stiff St Very Stiff Vst Hard H
End of Hole
Hand Auger No :
Brown and dark brown mottled black, sandy SILT, stiff, non plastic, dry (Fill)
Light brown sandy SILT, stiff, non plastic, dry (Younger Ash)
Non Cohesive Material
Very Loose VL Loose L Medium Dense MD Dense D Very Dense VD
0.0m
0.5m
1.0m
1.5m
Depth (m)
Groundwater
Graphic Log
