MCU14/0106 Appendix E - Engineering Report

 

REPORT OF BOREHOLE: GA19

 

 

 

 

 

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GAPS_1_MDORE.GLB FULL PAGE JJ.\2004\GEOTECHNICAL04682104\FIELDWORK_LOGS\046821047TP3H.GPJ_GAPS_1.GDT_06/08/2004_12:42:18 PM

 

 

 

 

SHEET: 1 OF 1
Stockwell Building & Development POSITION: Refer to Site Plan DRILL RIG: Edson CP1
Noosa Business Centre - Stage 1 SURFACE RL: 11m DATUM: AHD71 DRILLER: Contract Drilling
Eenie Creek Road INCLINATION: -90° LOGGED: PGH DATE: 22/7/04
04682104 HOLE DIA:_100 mm HOLE DEPTH: 5.00 m CHECKED: DATE:
Orilling Field Material Description
iz p=
Ww 1
ES g 3 w a STRUCTURE AND
8 EE s E SOIL/ ROCK MATERIAL DESCRIPTION 5 ee ADDITIONAL,
= 2|f| es 8 5p OBSERVATIONS
GES|—) 8 |ocen 9 3 be
= fr} = {o£ | ee iz 3 = |6a
99-750 SM] Sity SAND
7 | fine to medium grained, light grey, trace of root mater 9
1 0.30
10.70 Clayey SAND
7 fine to medium grained, light grey and light brown
g | 05—- 4
Gi 4
E 070
3 10:30 Sity Sandy CLAY =
FA 4 high plasticity, ight grey and light brown g
bE 4
21 104 4
fl 4
= 4
2 wo} ti si=iYYiCUT LL ||
3 q 3.70 becoming pale grey, trace of red mottling
oO
15 4
2044 4
7 220 | Peep LPL Lt
1 880 becoming medium plasticity, pale grey =
a] | |= :
7 x
30 4
s_| 350 4
35750 Sandy CLAY
4 medium plasticity, pale grey
404 4
45 ‘| 450 J
650 SANDSTONE
4 extremely low strength, pale grey and red, fine to medium grained,
4 extremely weathered
| 500
6.00 END OF BOREHOLE @ 500m

 

 

 

 

 

 

This report of borehole must be read in conjunction with accompanying notes and abbreviations. [thas been prepared for geotechnical purposes only, without
attempt i assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or

absence of sof or groundwater contamination. GAP INT FN. Ota