Geotech Report - Acid Sulfate Soil Assessment - Appendix A

 

BORE REPORT

Client: Scanlan Properties Pty Ltd

Project: Residential Development

Location: 215-219 David Low Way, Peregian Beach
Project No: 07160

 

BORE 3

Page No: 1 of 1
Date: 8 June 2007
Ground Surface Level: RL 7.5m*

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=
g & 2
E Description > = a 3
= =|] 2 2 3
s E = a a =
= — = 4 5 3
a m a ao no e
75
0 h
FILL oo
- grey-brown, sandy fine sub-angular gravel i D
SAND (SP) 0.25
+ light grey-brown, fine grained 5
7.05 0.5
| D
| 0.75
D
1-4 1.0
D
] 4.25
4 D
sesh sorbent nnn | 6.05 "
- medium to coarse grained nm
‘| D
| 1.75
D
2 2.0
D
2.25
al D
5.0 2.5
| End of Bore at 2.5 m
344
D Disturbed Sample E Environmental Sample Cc NMLC Coring
B Bulk Sample S$ Standard Penetrometer Test (SPT) Is(50) Point Load Test Result (MPa)
U_—_Undisturbed Tube (50mm diameter) HB SPT Hammer Bouncing (d) Diametral Point Load Strength Test
pp Pocket Penetrometer Test (kPa) () No Sample Recovery (a) Axial Point Load Strength Test

 

 

Rig: Hydrapower Trekker
Drilling Method: Auger
Groundwater: Free groundwater encountered at 1.5m dep

th

Remarks: * Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03, dated 18 April 2007