MCU14/0106 Appendix E - Engineering Report

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SHEET: 1 OF 1
CLIENT: Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 105m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 2.50 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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SKEle| 23 SAMPLEOR B Q é SOIL/ ROCK MATERIAL DESCRPTION & E. STADOTTONAL
= [52] zs 8 Ee 2 5 Be OBSERVATIONS
2 Bz] S| BE [PR «| 69 | 3 $ 8
9a > Tu] Sily SAND
J . e fine to medium grained, light grey, trace of root mattter a
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0.20
10.30 Clayey SAND
4 fine to medium grained, light grey and light brown
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0 0.50 |_| 4
° 10.00 ‘Sandy CLAY
4 medium to high plasticity, light grey and light brown
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a 4
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2] 4910 4
8 “ 9.50 ‘Sandy CLAY
a 4 medium to high Pasi, light grey, some red and ight brown
5 matting
2
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= 4
2
2 3 7
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15 4
8 4
5 4
>I 200
g 20-55 eG |_| a
a q medium plasticity, pale grey, trace of red and light brown mottling
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a 250 =
a 8.00 TEST PIT [email protected]
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& “Tis report of test pit must be readin conjuncion wth accompanying notes and abbreviations, tthas been prepared for geotechnical purposes only, without
3 attempt to assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or
absence of soil or groundwater contarnination. GAP gINTEN FOle