Attachment 5 - Geotechnical Assessment · MCU18/0015

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fates REPORT OF BOREHOLE: GA11
CLIENT: LEIGHTON PROPERTIES COORDS 509126 mE 7080896 mN SHEET: 1 OF 1
PROJECT: BAYVIEW SURFACE RL: m DATUM: AHD DRILL RIG: HYDRAPOWER SCOUT
LOCATION: NOOSA INCLINATION: -90° LOGGED: BR DATE: 10/2/01
JOB NO: 00632103 CHECKED: DATE: 22fof of
Drilting Sampling Field Material Description " -
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eg g 3 wi STRUCTURE AND
8lFzle| oe SAMPLER ule 5 SOIL / ROCK MATERIAL DESCRIPTION 5 [oe ADDITIONAL
& ee) BY EE leon EAS & leg OBSERVATIONS
= [Hel =| SE | Re 2169/3 $ |88
9 Pas] GC] CLAYEY GRAVEL
7 7 4 Gravel and cobble size rock fragments in a clayey =]. 4
4 2 matrix
0.50. . dayey matrix, medium plasticity, red brown, moist, 7
4 stiff = 4
4 . possible fill 8
CLAY . | > | 4
14 SPT Medium to high plasticity, mottled brown and grey, 4
4 7,00 - 1.45 m moist, very stiff to hard d
245 Neo . some sand with depth
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4 US50 4
2.50 - 2.90 m
12.90 7
3-4 SPT SANDSTONE 4
wz 3.17 [2.90 -3.09 m Extremely low strength, mottled brown
_ 7 13, 21/35 mm End of [email protected] m 7
4 (T/C Auger Bit Refusal) 4
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@ This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
Z| Geotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are No.9
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination. GAP Form RL 5