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MCU14/0106 Appendix E - Engineering Report
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ae GAPS_1_MDORE,GLB FULL PAGE JA2004\GEOTECHNICAL(04682104\FIELDWORK_LOGSI046821047FBH.GPJ GAPS_1,GDT 06/08/2004 12:41:28 PM REPORT OF TEST PIT: GA03 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: 6m DATUM: AHD71 CONTRACTOR: IBS LOCATION: Eenie Creek Road PIT DEPTH: 3.00 m LOGGED: PGH DATE: 21/7/04 JOB NO: 04682104 BUCKET TYPE:_350 mm Toathed CHECKED: DATE: Excavation Sampling Field Material Description 68 B18 y e STRUCTURE AND g ke z SAMPEQR GT] SOIL / ROCK MATERIAL DESCRIPTION 5 be ADDITIONAL e| x3 Fewest [att 1a ee ose 5 oe | 83 | pen Ql ests 8 be /ATIONS = lie} =] o& | a «| o2}5 2 Bs 00m P= TEM] Sty SAND 4 1 fine to medium grained, light grey, some root matter sl] 0.30, B70 Sily Sandy CLAY 4 medium plasticity, light grey 05 4 4 =|, 10-4 = 4 | DS 1.101.20m i 154 4 1.60 Pot 440 becoming high plasticity, light grey and light brown, some red 4 matting £ 4 £ | 204 4 a g 4 a > ee Se | Ss 380 becoming light grey, trace of ight brown and red motting i rs 7 Ds 240:250m =| 254 4 & 5 4 a rc 4 ag—| 3.00 3.00 TEST PIT [email protected] ee by ~L----~-~-i4ij--I_d—-~---_--____- LIL absence of soil or groundwater contamination. This report of test pit must be read in conjunction with accompanying notes and abbreviations. Ithas been prepared for geotechnical purposes only, without aitempt fo assess possibie contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or GAP gINT FN. Fote| Ri
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