Page 57 - Demo

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 8
O'Brien Geotech Ltd
Hand Auguered Borehole
Notes:
xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- -----
Cohesive Material
Dark brown SILT, stiff, plastic, wet (Hamilton Ash)
Hand Auger No :
DESCRIPTIONS
T opsoil
Light brown sandy SILT, stiff, non plastic, dry (Younger Ash)
White & brown mottled SILT, hard, very stiff & stiff, plastic, wet
Very Soft VS Soft S Firm F Stiff St Very Stiff Vst Hard H
End of Hole
Sv=173kPa
Sv=200+kPa Sv=197kPa
Sv=203kPa
Sv=134kPa
Sv=63kPa
Sv=105kPa
Non Cohesive Material
Very Loose VL Loose L Medium Dense MD Dense D Very Dense VD
0.0m
0.5m
1.0m
1.5m
2.0m
2.5m
Depth (m)
Groundwater
Graphic Log