Appendix D Geotechnical report App · MCU18/0013

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[ Soil Surveys Engineering Pty. Limited BOREHOLE RECORD SHEET
Congulting Geotechrical engineers APEGG No. 195
RCN 054 048 631
Email [email protected] au
Lore 219 figtey Stet Unt 9.2BLayraneeOr | Preten S g Borehole Number: 2
Peosiegton © 4064 Rorang 64011 Boosie 0 4578 .
Pas ee, CO eee aa daar Project Number : 304-2014
Project Name : Proposed Residence
/ ion: 26 Arakoon Cres., hi
¥ casting: Northing : AL: Locatio Arakoon Cres., Sunshine Beach
i : G & E Poole i m
Logger: SW Driller: SW__Drilling Rig: GemcoHP7 Client ‘cole Design Company
Date : 02/11/2004 Page : 1
Drilling Method 2
9 Depth S Description Samples and
23 oP § p Remarks
- SAND (SP) Loose, fine to medium grained, grey brown. 4
= 0.50 aa
C SAND (SP) Medium dense, fine to medium grained, light brown. 4
1.0 4
- | SPT q
— 47,11 q
2.0 N=18 4
- 2.80 q
- 3.0 SAND (SP) Medium dense, fine to medium grained, brown, moist. 4
E | SPT q
a 5,8,10 4
[ 3.50 N=I18 4
= SAND (SP) Very dense, fine to medium grained, dark brown, moist, 4
- (indurated). 4
- 40 7
- | SPT _
- 16,20/110mm
50 q
6.0 SPT
ib AA bortiomm 4
= 6.50 —
c SAND (SP) Very dense, fine to medim grained, red orange brown. 7
P70 J
E J SPT a
— 18,20/80mm 4
8.0 _7
= 8.50 _
- SAND (SP) Very dense, fine to medim grained, brown. 7
F 99 =
a J SPT 4
~ 15,20/100mm
10.0 10.00 a"
COMMENTS
1) Groundwater not observed. /
Approved.’ Ga“C-
| Date : Qyfre yp er
L ISSUE No. 1.1 08/10/97 RSOO7A