Council archive · source document
Appendix 5. Geotechnical Engineering Report [As Published] · 132007.2399
0 50 100 150 200 250 300
10 10
8 8
BH 3
L
6 DS
MD 6
Information contained on this drawing is the copyright of Golder Associates Pty. Ltd. Unauthorised use or reproduction of this plan either wholly or in part without written permission infringes copyright. Copyright Golder Associates Pty. Ltd.
BH 4
D
MD
DS
Existing Ground Surface
4 4
BH 5
D
MD
DS
2 2
REDUCED LEVEL (m - AHD)
F
BH 8
L
S
L-MD VL
0 0
DS S-F
U50 PP=30 kPa
S
DS
-2 St-VSt -2
DS
GAP5_1_MDORE_COLOUR.GLB FENCE A3 NO PLAN J:\2007\GEOTECHNICAL\077682076\TASK\01_GINT\077682076BH.GPJ GAP5_1.GDT 30/10/2007 3:54:58 PM
St-VSt
-4 -4
-6 -6
-8 -8
-10 -10
0 50 100 150 200 250 300
DISTANCE (m)
LEGEND
OFFSET FROM
BASELINE BH#
(5.0) CONSISTENCY,
DENSITY OR
Silty SAND Silty CLAY Refer to Figure No. 1 for Borehole Locations
ROCK STRENGTH
L
SPT "N" LOW
UNDISTURBED
16
PASS
SAND Sandy CLAY
MEDIUM
SAMPLE
U63 HIGH
PP=500 kPa
INDURATED SAND
CLIENT PROJECT
k=3.5x10-6m/s
REFER TO
Starco Developments Pty Ltd Proposed Precinct J, Noosa Springs
EXPLANATION
WATER
REFER TO
SHEET FILL DRAWN DATE TITLE
EXPLANATION
SHEET
sv=450 kPa GAP Form No 6
ACD 30/10/2007 SECTION A-A
GAP Form No 6 PID=5 ppm
PM=460 kPa
Clayey SAND CHECKED
DJQ* DATE
31/10/2007
SOIL
(NON CORED)
CORED RQD % UNIT OR CLASS SCALE PROJECT No FIGURE No
Sandy Silty CLAY
95 II
19 uL
PACKER TEST H 1:1000 V 1:100 A3 077682076 3
Note: The * beside the typed initials denotes the original drawing issue was signed or initialled by that respective person
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix 5. Geotechnical Engineering Report [As Published]Related documentApplication case desk ↗
About this file
- File size
- 6.3 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.