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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: BH1

 

 

 

 

 

Pad

GAPS_1.GLA FULL PAGE J12003\ENVIRON(036830421036830428H.GPJ_GAPS_1.GDT 0808/2003

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 4
CLIENT: Mintgrove Pty Ltd POSITION: Refer to Site Plan DRILL RIG: Vibro Vacuum Corer
PROJECT: Commercial SURFACE RL: m DATUM: AHD71 ORILLER: TERRY BRAYWHITE
LOCATION: Gateway Drive INCLINATION: -90° LOGGED: ACD DATE: 29/7/03
JOB NO: 03683042 HOLE DIA: 50 mm HOLE DEPTH: 2.00 m CHECKED: Met DATE: 1ij4 {C3
Drilling Sampting . Field Material Description
z bod
Sw ° = 3
ey & 3 wc STRUCTURE AND
8 [ES] «| oz Se lee | & SOIL / ROCK MATERIAL DESCRIPTION Slee ADDITIONAL
= wee) ee peprel 18)8e]8 : B 123 OBSERVATIONS
2 eel S41 Be PR 2163/3 = {88
9.0 Clayey SAND (FILL)
fine to medium grained, grey
4 = 4
0,20
Silty SAND 1
fine to medium grained, grey, light grey
2
4 g 4
3
4 3
@| | | 3 .
0,80 d
Silty CLAY
high plasticity, light grey, light brown and red brown
2 1.04 4
4 =|é 4
4.5: $90) | Jem] Liew + HY 4
. becoming light grey and red brown
2.00
=~ END OF [email protected] m
Jol lost —-L—~—-~-—-tI_iIt- ~~ LL

 

 

 

 

 

 

 

 

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, Fois
Ri

 

encountered. As such it should not be relied upon for geotechnical purpases. GAP gINT FN.

 

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