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Acid Sulphate Investigation · OPW19/0098

Attached to the e-mail Operational Works application OPW19/0098 - Cover Letter - DA Form 1 - Site Plan - Erosion & Sediment Control checklist - Acid Sulfate Report - Civil Plans - 64 Gateway Drive Noosaville -.

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REPORT OF BOREHOLE: BH5

SHEET: 1 OF 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

This report of borehole must be read in conjunction with accompanying notes and abbreviations, It has been prepared for
environmental purposes only, without attempt to consider geotechnical properties or the geotechnical significance of the materials.
encountered. As such it should not be relied upon for geotechnical purposes. GAP gINT FN. rota

CLIENT: Mintgrove Pty Ltd POSITION: Refer to Site Plan DRILL RIG: Hand Auger
PROJECT: Commercial SURFACE RL: m DATUM: AHD71 DRILLER:
LOCATION: Gateway Drive INCLINATION; -90° LOGGED: PGH DATE: 31/7/03
JOB NO: 03683042 HOLE DIA: 50mm HOLE DEPTH: 1.00 m CHECKED: Aces DATE: iL /Sic3
Dritting Sampiting . Field Material Description
z ~
Ow 8 s Q
=o e g wl STRUCTURE AND
gis el xe SAMPLE QR ele 1 & SOIL / ROCK MATERIAL DESCRIPTION See ADDITIONAL
2 ipepw |) £8 Sle) 2 5 lee OBSERVATIONS
i 138] s | G2 lose $/28/8 0 16a
5 |fels| af] re 2{o9|5 = [So
9.0 SM] Silty SAND.
fine to medium grained, grey, trace of root matter
4
Samples taken
azo | 2ampres maken yd fied LLU = J
every 0.28 mio { some gravel a
. =
0.40 |_| 4
CH] Silty CLAY
high plasticity, pale grey, yellow brown, trace of
oe os— gravel/cobbles. = _
4 a 4
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jx— |
4 4.00 | —4
" END OF [email protected] m
REFUSAL ON COBBLES
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