Council archive · source document
RESPONSE TO FURTHER ADVICE -Geotechnical Report · MCU25/0054
BOREHOLE BH3
PAGE 1 of 1
CLIENT: SCG Consulting Engineers DATE: 21/03/2025
PROJECT: Geotechnical Investigation EASTING: 507255 m
LOCATION: 20 William Street, Noosaville QLD NORTHING: 7080495 m
PROJECT NUMBER: PTG/02023 SURFACE ELEV: 2 m
DRILLER: PTG RIG: Handheld auger LOGGED: ZK CHECKED: JT
Sampling & Testing
Drilling method
Strength
Layer Depths
Graphic Log
(Consistency/ Dynamic
Material Description Relative Density) Results & Penetrometer Test
Type (blows per 100 mm)
Comments
Water
RL Depth
(m) (m) 5 10 15 20
0.00 TOPSOIL - SM Silty SAND, dark brown, loose, fine to medium grained,
moist. 1
0.10 SM Silty SAND, brown, loose, fine to medium grained, moist.
1
0.25
pHf = 6.1; pHfox = 1
2.8; Reactivity = 2
1
1
1.5 0.5
0.5
pHf = 6.0; pHfox =
0.50 ~ dark brown light grey. 2.6; Reactivity = 2
2
Loose 2
0.75
pHf = 6.1; pHfox = 3
2.9; Reactivity = 2
3
3
1.0 1.0
1
3
2
1.25 3
1.30 ~ loose to medium dense.
4
hand auger
4
0.5 1.5
1.5
3
3
1.75 3
4
4
0.0 2.0
2
pHf = 5.9; pHfox =
3.0; Reactivity = 2
4
Loose to Medium Dense
3
2.25 4
3
3
-0.5 2.5
2.5
pHf = 6.0; pHfox =
2.9; Reactivity = 2
4
17/4/25
4
_BH NON-CORE PTG-02023 20 WILLIAM ST NOOSAVILLE BH.GPJ
2.75
pHf = 6.0; pHfox = 4
2.8; Reactivity = 2
4
-1.0 3.0
3
pHf = 6.1; pHfox =
Bore terminated at 3.00m. 2.8; Reactivity = 2
Target depth achieved.
Remarks:
Approximate Easting and Northing from Google Maps (+/- 10 m accuracy). Refer to Test Location Plan. Approximate surface elevation from contour data in QLD Globe (+/- 1 m).
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
RESPONSE TO FURTHER ADVICE -Geotechnical Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.5 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.