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Attachment 5 - Geotechnical Assessment · MCU18/0015
GAPS_1_MDORE.GLB FULL PAGE JA2002\0THER OFFICES\03632248\03832248BHDCP.GPJ GAPS_1.GDT 21/10/2003 10:21:18 AM = L on RTI 11/055 Folio B419 Beater, REPORT OF BOREHOLE: BH7 es SHEET: 1 OF 1 CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan DRILL RIG: Hand Auger PROJECT: Housing Development SURFACE RL: 20.6m DATUM: AHD71 DRILLER: LOCATION: Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 9/10/03 JOB NO: 03632248 HOLE DIA: 100 mm HOLE DEPTH: 0.80 m CHECKED: Aco DATE: 24 ((ofo3 Drilling Sampling Field Materia! Description Zz Ped 28 a 3 y 2 DCP TEST (AS1289.6.3.2) Slf4 e |] oe SAMPLEOR [ayo | SOIL / ROCK MATERIAL DESCRIPTION Shee Blows per 100 mm zeae) ES 8/809 2195 2 lee) S| BE a #1898 eigen fe 9.0-T 7056 TSP] SAND 4 fine to medium grained, light grey, trace of root matter to 7 7 0.2m 1 $ 1 a> 1 05 4 "|_0.20 | DS 0,70-0.80m ous 1 | 19:70 END OF [email protected] 4 10-] UNABLE TO EXTRACT J 15 4 2.0 4 25 4 3.0 4 3.6 | 4.04 45 4 5.0 4 5.5 4 6.0 - 65 4 Ltt ty. Ld i | __d_d ks This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical purposes only, without 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 contamination. GAP gINT FN. at 1p
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