MCU14/0106 Appendix E - Engineering Report

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CUENT: Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 8.5m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 3.00 m LOGGED: PGH DATE: 22/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation Sampling Field Material Description
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STRUCTURE AND
8 Es <3 anes i QE SOIL/ROCKMATERIAL DESCRIPTION & be ADDITIONAL
= Saf | Es R o 5 jaa OBSERVATIONS
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J low plasticity, light brown and light grey
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a g 7.40 becoming pale grey, some red and light brown matting
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@ This repot of test pit must be read in conjunction with acoompanying notes and abbreviations. Ithas been prepared for geotechnical purposes only, without
6 attempt to assess possible contamination. Any references to potential contamination are far information only and do not necessarily indicate the presence or
absence of soil or groundwater contaminaton, GAP GNTFN Fite