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 2

Page No: 1 of 1
Date: 8 June 2007
Ground Surface Level: RL 3.1m*

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ez
o € n
as a & = 2
E Description 3 iE a 3
2 E/| <3 2 2. &
S 3|/#| & 5 8
a mz 4 B oO Ee
3.4
0 i
FILL 00
- grey-brown and yellow-brown, silty sand, traces of sandy clay, trace of sub- Tt D
+ angular gravel
| 0.25
al D
4 0.5
| D
| 0.75
SILTY CLAY (OH) eee D
- dark grey-black, with organics 7 A
“Teed ©
SILTY SAND (SM) : 1.25
- dark grey-brown
4 D
1.5
7 D
4 1.75
D
2r--Tindurdted sand nnn eo
D
| 2.25
4 D
2.5
J End of Bore at 2.5 m
35
D Disturbed Sample E Environmental Sample Cc NMLC Coring
B_ Bulk Sample S$ Standard Penetrometer Test (SPT) 1s(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

Dri

illing Method: Auger

Groundwater: Free groundwater encountered at 0.8m depth
Remarks: * Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03, dated 18 April 2007