MCU14/0106 Appendix E - Engineering Report

 

Gisx..

REPORT OF BOREHOLE: GA21

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAP5_1_MDORE.GLB FULL PAGE JA2004\GEOTECHNICAL\04662104\FIELDWORK_LOGS\046521047PBH.GPJ GAPS_1.GDT_06/08/2004_12:42:24 PM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘This repart of borehole must be read in conjunction with accompanying notes and abbreviations. Ithas been prepared for geotechnical purpases 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.

SHEET: 1 OF 1
Stockwell Building & Development POSITION: Refer to Site Plan DRILL RIG: Edson CP4
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 11m DATUM: AHD71 DRILLER: Contract Drilling
LOCATION: Eenie Creek Road INCLINATION: -90° LOGGED: PGH DATE: 22/7/04
JOB NO: 04682104 HOLE DIA:_ 100 mm_ HOLE DEPTH: 3.00 m CHECKED: DATE:
Drilling Sampling Field Material Description
iz >
Eg SAMPLEOR g 2 yw E STRUCTURE AND
gk a we Fé SOIL/ ROCK MATERIAL DESCRIPTION B foe ADDITIONAL
ais) zs FIELD TEST z 1a 5 OBSERVATIONS
GB) 2 | BE [oom glag|8 3 Ba
= ite] }| o£ | re e| 53} 8 Ba
0000 P= Tau] Sity SAND
7 te ‘| fine grained, light grey, trace of root matter
| Q
5 bj
0.40. =
10.60 ‘Sandy CLAY
8 05 Jow plasticity, light brown and red 7
i 4
z 4
8 0.80 =
6 40.20 [> =] CH | Sity Sandy CLAY
5 q high plasticity, pale grey and red, trace of gravel a
z| 104 g 4
o 4
= 4
8
g 4
g 4 -
> ° 1.50 2
4 15: 4
2 250 SANDSTONE
7 DS 4160-170 extremely low strength, pale grey, trace of red, exiremely weathered
204 4
254 , 4
7 Ds260270n
a 7 3.00
800 END OF BOREHOLE @ 300m
7 REFUSAL
354 4
4044 4
454 4
50 4

 

GAP gINT FN. FOta|

Ri2