MCU14/0106 Appendix E - Engineering Report

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POSITION: Refer to Site Plan SHEET: 1 OF 1
CUENT: Stockwell Building & Development COORDS; 504730 m E 7078!40mN MGA94 MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 6m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 270m LOGGED: PGH DATE: 21/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation Sampling Field Material Description
bE
Io) a =< (Oo
I56O itt S a
ake z SAVPLEOR Q }e SOIL/ ROCK MATERIAL DESCRIPTION & b> STADOTIONA,
2 eo &| £8 FIELD TEST e p @e
EBsle| bs be g 5 2g OBSERVATIONS
= fie} =] aE |e Zz} oS|$ £ Be
00
6.00 PJM | Cayey Sandy SLT
4 z 7} | iow plasty, dark ore, trace of root matter
—
4 uw
0.40 |_|
5.60 Silty Cayey SAND
os fine grained, ight grey a
4 a
=
280 }
5.20 ‘Sandy CLAY
4 medium plasticity, light grey, light brown
194 ° 4
4.10 ||
420 Sity CLAY .
4 high plasticity, light grey and red, trace of fine sand
=
s 7 BS 130-140n
2 4
2 154 4
3 tot | Fy Lee
3 430 becoming light grey and red, trace af light brown
a 7 g
z| &
3 : | 2.00
2 3 >a1)!OUlUté‘(COé‘U;#;CWRSSD Ree 4
g 2 20 4,00 becoming medium plastiaty, some gravel
5 u 220
8 2 3.80 ‘Sily Sandy CLAY
qi Gi J medium plasticity, pale grey, red and light brown motiled, some clay
8 a
4 oe
Z = 250
d [>| 25-350 >| | SANDSTONE 7
z J extremely low strength, fine to medium grained, some lay, highly
5 fractured, extremely weathered
8 270
3 3.30 TEST PIT [email protected]
3 J REFUSAL
qi
g 4
8
3 305 4
: 4
d 4
3 4
g 4
8
41 tej Ld Jt ae Poo Jo
2 ‘This report of test pit must be read Conjunction with aocompanying notes and abbreviations. thas been prepared for geotechnical purposes only, without
a altempt to assess possible contamination. ‘Ary references to potential contarrination are for information only and do not necessarily indicate the presence or
absence of soll or groundwater contamination, GAP gINT FEN, Fote,
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