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MCU14/0106 Appendix E - Engineering Report
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f - GAPS_1_MDORE.GLB FULL PAGE JA2004tGEOTECHNICAL\04882104\FIELOWORK_LOGS\04652104TPBH.GPJ_GAPS_1.GDT_06/08/2004_12:42:08 PM REPORT OF TEST PIT: GA16 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: 4.5m 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 Materia! Description p- Iso 3g ia STRUCTURE AND ake = SAVPLECR f g/t SOIL / ROCK MATERIAL DESCRIPTION & lag: ADDITIONAL OBbl Ss] z8 FIELD TEST a 2 = bale 5S on g »|2 aes OBSERVATIONS = fie| =] OE |r 6913 2 ba Wa PT aM] Sity SAND : [-, 8] | fine to medium grained, ight grey, trace of root mater ASS sampies taken 4 everyy025mib 30mdeph 4 = a5 4 0.60 || 330 SAND J fine to medium grained, light grey, light brown, slightly cemented 8 2.90 8 fa 3.60 Clayey SAND Zt, o4 fine to medium grained, light grey, light brown, 4 a] 1 Zz 4.10 || 5 340 Sity CLAY . z J high icity, light gray, light brown, trace of fine sand E s 4 a 5 3 4 oO 5 15-4 = 4 7 Ds 1.80420 = q g 20-589 Pol haa 4 : _ ing light grey, trace of ight brown and red motied 7 4 4 Lx | |_—$ 4 pe —F 254 4 2.60 | | TH Cl | Sandy CLAY J medium plasticity, light grey, some red and light brown matting 4 z a > 3.00 1.50 TEST PIT [email protected] m + Jt L 35 LP LLL LL EL IL “This repot of test pi rust be retin conjunction wih accompanying notes and abbreviations, Ithas been prepared for geotechnical purposes only, without altemnpt to assess possible contamination. Any references fo potential contamination are for infomation only and do not necessarily indicate the presence or absence of soil or groundwater contamination. GAP gINTEN. Ff
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