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Attachment 5 - Geotechnical Assessment · MCU18/0015
my rtd oo t cd RTI 11/055 Folio B424 Brote. SHEET: 1 OF 1 CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan MACHINE: 1.5 Tonne Excavator PROJECT: Housing Development SURFACE RL: 16.5m DATUM: AHD71 CONTRACTOR: Bebbington LOCATION: _— Attunga Heights PIT DEPTH: 1.70m LOGGED: ACD DATE: 16/10/03 JOB NO: 03632248 BUCKET TYPE: 350 mm toothed CHECKED: Atup DATE: 2\ftojo3, Excavation Sampling Field Materiat Description > zu a 3 & a9 w g wile STRUCTURE AND 8(Ezla| oe SAMPLE QR |wio |e SOIL / ROCK MATERIAL DESCRIPTION Sloe ADDITIONAL z 48 # E g pepre 8 Se @ @ |Bg) OBSERVATIONS = Gr] =| ae [ee “Z(oS) 3 2 188 9.07650 ‘SM Silly SAND Colluvium 1 fine to medium grained, dark grey, contains some diorite Q L 4 gravel and cobbles to 200 mm across = 7 | | a | 040 -— 1 Zl os 16.10 Silty SAND Slightly Cemented _ a " BDS 0.50-0.70m fine to medium grained, grey and brown, orange brown, 8 1 trace of gravel 4 . 4 4 2 4 z 4 m/e 4 o 4 wy _| 4 g| 17> DS 1.00-1.10m : a z 4 4 a} | J | |e 1.40 . = J 8 16 76.10 H~SJ CL] Sandy CLAY a 4 H " —~ low plasticity, grey and brownyorange brown, fine to g 1 470 fn] medium grained sand, contains some high strength 7 14.80 diorite cobbles and boulders.up to 600 mm across | 7 TEST PIT [email protected] m 7 7 REFUSAL ON HIGH STRENGTH DIORITE (PROBABLY 7 2.0 BOULDERS) + 2.5— 4 3.0 4 z 3.544 4 g 4 4 g 4 4 g J 4 = 40 4 3 “ A 5 4 4 o z| 1 4 2 7 4 8 45-] 4 z 4 4 S|. 5 4 4 5] 4 4 3 J J q 5,04 4 Z J z 4 1 4 a 55 4 9 4 4 & 4 J & 4 5 4 g 6.0— a 5 4 4 g 7 4 Z 1 J 2 654 J a 4 4 & 4 4 @ 4 4 8 4 4 = spit—L—lbyet —-L———_~_——_4 tote a | 3 This report of test pit must be read in conjunction with accompanying notes and abbrevialions. 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. AP gINT FN. RU]
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