Page 51 - Demo

0.5m
1.0m
1.5m
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 4
O'Brien Geotech Ltd
Hand Auguered Borehole
Notes:
xxxx xxxx xxxx
●●● ●●● ●●● ●●● ●●●
●●● ●●●
xxxx xxxx xxxx
----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- -----
Light brown silty SAND, loose, dry
Hand Auger No :
DESCRIPTIONS
0.0m
T opsoil
Light and dark brown sandy SILT, stiff, dry, non plastic (Fill)
Light and dark brown mottled sandy SILT, stiff, non plastic, moist
Brown sandy SILT, stiff, very stiff and hard, plastic, moist
Sv=87kPa
Sv=125kPa
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
Depth (m)
Groundwater
Graphic Log