Geotech Report - Acid Sulfate Soil Assessment - Appendix A

 

 

BORE REPORT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Scanlan Properties Pty Ltd BORE 6
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 9.0m*
Ez
a | @ 2
= Description 5 im a 3
= = 3 2 2 2
= e = o a =
$ 5 || & 5 3
a a a no no =
9.0
0 : k
SILTY SAND (SM) a
- dark grey-brown, fine grained D
| 0.25
SAND (SP) D
“| light grey-brown, fine grained
0.5
| D
| 0.75
D
14 8.04 1.0
D
| 4.25
a D
1.5
| D
| 1.75
D
2- 7.04 2.0
D
| 2.25
4 D
25
4 End of Bore at 2.5 m J
34 6.05
D Disturbed Sample E Environmental Sample C — -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

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