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MCU14/0106 Appendix E - Engineering Report
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Gis. REPORT O F BOREHOLE: GA20 SHEET: 1 OF 1 GAPS_1_MDORE.GLB FULL PAGE J:\2004\GEOTECHNICALI046821041FIELDWORK_LOGS\04882104TPBH.GPJ_GAPS_1.GDT_06/08/2004_12:42:22 PM CLIENT: Stockwell Building & Development POSITION: Refer to Site Plan DRILL RIG: Edson CP1 PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 12m DATUM: AHD71 DRILLER: Contract Drilling LOCATION: Eenie Creek Road INCLINATION: -90° LOGGED: PGH DATE: 22/7/04 JOB NO: 04682104 HOLE DIA: 100 mm_HOLE DEPTH: 5.00 m CHECKED: DATE: Drilling ‘Sampling Field Material Description Ee iow 9 s g Eo Z w ho STRUCTURE AND |. | 3 eater Qe SOIL/ ROCK MATERIAL DESCRPTION 5 be ADDITIONAL bf Es 8 Be a 5 Ba OBSERVATIONS Bs] s | BE [Pa 3] 88/8 2 Be 007550 Te ]SM] Sity SAND a 4 020 . fine to medium grained, light grey, trace of root matter = 7780 | BDS0.20-050m ML | Oayey SIT | 7 low plasticity, light grey, trace of light brown g | 95 4 4 & E 070 = 3 "39 Sey CAT sch . a 7 1U50.0.80-0.90m medium to high plasticity, light grey and light brown 8 1 4.00 2] 10-4 ba =~ — — — — — —___ _-_____— 4 4 & | 106 becoming medium plasticty, pale grey $s 4 3 Zz 4 & 4 ve ° iJ 154 —~- 4 4 nay 7 a4 204 4 3 5. | 250 : 7 DS260270n high plasticity, pale grey and red 2.80 9.20 304 = 4 5: 3.50. 4 3s 32 40—| 4 45 DS450460m q e9_| 500 = 8700 END OF BOREHOLE @ 500m absence of soil or groundwater contamination. This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical purpases only, without attempt to assess possible contamination. Any references tp potential contamination are for information only and do not necessarily indicate the presence or GAP gINT FN. F0ta] Ri2|
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