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Attachment 5 - Geotechnical Assessment · MCU18/0015
RTI 11/055 Folio B422 —- L i La i ) Mm om mmm [ 4 i a foe es SHEET: 1 OF 1 CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan MACHINE: 1.5 Tonne Excavator PROJECT: Housing Development SURFACE RL: 22m DATUM: AHD71 CONTRACTOR: Bebbington LOCATION: — Attunga Heights PIT DEPTH: 2.30 m LOGGED: ACD DATE: 16/10/03 JOB NO: 03632248 BUCKET TYPE: 350 mm toothed CHECKED: Aw DATE: 21(10)03 Excavation Sampling Field Material Description ag g 3 g 2 © iG STRUCTURE AND 8 ge el oe eMBLE OR [ag 5 SOIL / ROCK MATERIAL DESCRIPTION B ee ADDITIONAL E a2 z & 2 cere 8 So o 2/29) OBSERVATIONS = lie] S| o£ oR 7/59) 3 = (88 9.0—7 2200 TSP]SAND q fine to medium grained, light grey, trace of roots to 1.5 mi 7 a} 4 | r 3 0.5 0.60 7 oO 21.40 becoming white, light grey 5 = 4 gs; | a | fi 7 4 10 4 | 4 = : Bleie) 4 3 4 2 3 4 4 = oO 7 4 15-4 L 4 - 4 = 4 2.0 = 1 230 7 | 19.70 TEST PIT [email protected]'m 254 LIMIT REACH OF MACHINE J 30 4 z 3.5 - 8 J s 4.0— 4 ag oan 4 5 4 4 x 4 4 3 45—~ 4 g 4 4 a 4 4 a 4 4 e 4 4 § 5.04 4 2 a § 4 4 s 4 4 8 5.54 | 2 4 4 fe 6 4 4 a 4 4 3 60 4 8 4 J y "| 4 = J 4 2 65— 4 q 7 4 @ 4 4 @ 4 4 8 4 4 =, a} J. Let» a 4 g This report of test pit must be read in conjunction with accompanying notes and abbreviations, It has been prepared for geotechnical 9 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. P giNT FN. aie
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