Attachment 5 - Geotechnical Assessment · MCU18/0015

 

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GAPS_1.GL6 FULL PAGE JABRISBANE.OS\GEOTECH.0303632045102_GINTW03622045BH.GPJ GAP5_1.GDT 30/04/2003 8:58:12 AM

RTI 11/055 Folio B426

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: John Holland Pty Ltd COORDS: 803.991 mE 1663.247mN LOCAL DRILL RIG: Hydrapower Scout
PROJECT: Bayview SURFACE RL: 28.887 m DATUM: AHD DRILLER:
LOCATION: Noosa INCLINATION: -90° LOGGED: PGH DATE: 19/3/03
JOB NO: 03632045 HOLE DIA: 100 mm HOLE DEPTH: 7.50 m CHECKED: “JDL DATE: $/o2
Drilling Sampling Field Material Description
z >
ow Qa — O
Eg @ z w la STRUCTURE AND
8 Bs «lag eer 1g & SOIL / ROCK MATERIAL DESCRIPTION 2 [be ADDITIONAL
E ig # E £ — 9 o 4 |g OBSERVATIONS
= #2] S| SE | Re @ 8 2 |88
ie oc CIT Silty CLAY
4 Medium plasticity, light brown, trace sand 4
1-4 =
4 | a 4
244 +
a 0 q
26.39 trace light grey 4
3.00
3135.89 7
44 4
J g |
6 4
15.50 4
23.39 1) Sandy CLAY q
Medium plasticity, light greyAight brown J
es -|
6.20. J
22.69 SANDSTONE
74 a
77.50 * 4
| 21.39 END OF [email protected] m 4
Refusal to rotary blade bit
| GROUNDWATER NOT OBSERVED . 7
8— \ Ty
9 4
pHeHtolygt tt LL J~ toe —|
This report of borehole must be read in conjunction wilh 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. rea