Page 50 - Demo
P. 50
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 3
O'Brien Geotech Ltd
Hand Auguered Borehole
Hand Auger No :
DESCRIPTIONS
Bark brown/black with light brown mottling organic SILT, stiff, non plastic, dry (Fill/Topsoil/Peat)
becomeds moist
Notes:
xxxx xxxx xxxx
●●● ●●● ●●● ●●●
Cohesive Material
Grey sandy SILT, stiff, saturated, slightly plastic
Grey fine to medium silty SAND, medium dense, saturated
No recovery
2.0m
2.5m
3.0m
3.5m
4.0m
4.5m
5.0m
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
1.0m
1.5m
Depth (m)
Groundwater
Graphic Log
