Geotech Report - Acid Sulfate Soil Assessment - Appendix A

 

 

BORE REPORT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Scanlan Properties Pty Ltd BORE 1
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 3.1m*
E
2g | € 2
aa = & =
Ee Description 3 e a 3
£ = Ss 2 2 Ye
g Ej] s 2 2 eS
$ 2/2] & 5 3
a a J wn wn e
3.4
0 : !
FILL a
- grey-brown and yellow-brown, silty sand, traces of sandy clay, trace of sub- | D
+ angular gravel
| 0.25
4 D
a 0.5
| D
] 0.75
SILTY CLAY (OH) D
- dark grey-brown, with organics
14 1.0
D
SILTY SAND (SM) 1.25
- dark grey-brown
4 D
1.5
1 D
| 1.75
D
27 Tinduraled sand mmr 20
D
| 2.25
4 D
25
4 End of Bore at 2.5 m
354
D Disturbed Sample E Environmental Sample C —-NMLC Coring
B Bulk Sample S$ Standard Penetrometer Test (SPT) |s(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 0.8m depth

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