20517 App N.pdf [As Published] · 132007.1259

 

BORE REPORT

Client: Scanlan Properties Pty Ltd

Project: Residential Development

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

BORE 5

Page No: 1 of 1
Date: 8 June 2007

 

Ground Surface Level: RL 7.5m*

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=
2 | € 2
= Description 5 ce a ze
= = 6 2 2 2
£ € S 2 2 fe
s 3 | 5 § 8
a a = on n re
0 75 0.0
SILTY SAND (SM)
- dark grey-brown, fine grained D
] 0.25
D
SAND (SP)
- light grey-brown, fine grained 705 05
| D
| 0.75
D
14 1.0
D
| 4.25
4 D
6.0 1.5
D
| 1.76
D
254 2.0
D
| 225
4 D
5.0 25)
4 End of Bore at 2.5m
34
D Disturbed Sample E Environmental Sample C —_-NMLC Coring
B- Bulk Sample S Standard Penetrometer Test (SPT) ls(50) Point Load Test Result (MPa)
U_—_Undisturbed Tube (50mm diameter) 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 1.6m depth
Remarks: * Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03, dated 18 April 2007