Geotech Report - Acid Sulfate Soil Assessment - Appendix A

 

 

BORE REPORT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Scanlan Properties Pty Ltd BORE 4
Project: Residential Development Page No: 1 of 1
Location: 215-219 David Low Way, Peregian Beach Date: 8 June 2007
Project No: 07160 Ground Surface Level: RL 6.0m*
=
& 2 2
E Description > ce a =
= ax || B | 2 2 3
g E| 3 2 2 e
s z|#| & 5 3B
a a a wn ” e
6.0
0. H
FILL ao
- grey-brown and orange, sandy fine to medium sub-angular gravel D
SAND (SP) 0.25
- light grey-brown, fine grained 5
0.5
7 D
4 0.75
D
14 5.04 1.0
D
| 1.25
4 D
1.5
| D
| 1.75
D
25 4.04 2.0
D
] 2.25
il D
25
J End of Bore at 2.5 m 4
35 3.05
D__ Disturbed Sample E Environmental Sample c 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: No free groundwater encountered during auger drilling

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