Appendix D Geotechnical report App · MCU18/0013

 

AGN, 054

 

Soil Surveys Engineering Pty. Limited

Consulting Geotechnical engineers RPECQ No. 195
043 631

email [email protected]
Level 2 19 Finchley Street
4064

Yor esotayrence Or Peni sory Borehole Number: 1
Rocang O21 Boudin © 4578 :
Bnet £59,1gz0, PO 7 S469 1739 Project Number : 304-2014

Project Name : Proposed Residence

BOREHOLE RECORD SHEET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ tion : 26 Arakoon Cres., Sunshine
Easting : Northing : RL: Location Beach
ient : G & E Poole Design Compa:
Logger: SW Driller: SW Drilling Rig : GemcoHP7 Client s pany
Date : 02/11/2004 Page : 1
Drilling Method 2
S72} Depth 6 Description Samples and

>lelelele is 6 Remarks
- SAND (SP) Loose, fine to medium grained, grey brown. 4
- 0.30 7
- SAND (SP) Medium dense, fine to medium grained, mottled brown. 4
F 10 4
P | SPT q
s 5,7,10 4
2.0 N=17 a
i 2.50 i
- SAND (SP) Medium dense, fine to medium grained, brown. 4
+ 3.0 4
= | SPT 7
a 4,711 4
— N=18 4
- 3.80 q
r- 40 SAND (SP) Very dense, fine to medium grained, dark brown, moist, 4
[ (indurated). J
- J SPT I
a 5,20/100mm. 4
5.0 —J
C 5.70 q
- 60 SAND (SP) Very dense, fine to medium grained, dark brown red orange, moist. q
_— ae sa
- 17,20/70mm q
P70 4
= J SPT —_
= 16,20/70mm, 4
F 8.0 =
a 8.80 q
9.0 SAND (SP) Very dense, fine to medium grained, orange brown, moist. 7
- J Daoniomm 4
I 10.0 10.00 4

 

 

COMMENTS

1) Groundwater not observed.

f
Approved the

Date : Srp fe joy

ISSUE No. 1.1 08/10/97 RSO07A