07/1586 - Response to Information Request [As Published] · 132007.1586

 

 

 

 

 

  

 

 

   

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Soil Surveys Engineering Pty. Limited BOREHOLE RECORD SHEET
ee RPECQ No. 193
saetarerecy Soe MER 8 28 aren OF [ipoain ae Borehole Number : 1
i Beau = Renee, = SSE are .
Ree ORs, Project Number: = 307-2624
Project Name : Proposed House
Easting: Northing : RL: Location : 6 The Promontory, Noosa Waters
Logger: RH Driller: RH DrilingRig: Evini7s0 ‘Client: De Nova Group Pty. Ltd.
Date : 10/08/2007 Page : 1
Drilling Method 2 , DCP Test $
= i amples and
~ela]s|a]a]  Deeth & Description & rows/100mm) Remarks
i - 0.12 FILL L Silty SAND (SM) Loose, fine to medium grained, Tp 5 =
- 0.30 grey. with oreanics, mo Pobot: > 4
= 0.60 ; : >
LE g nd dark brown, nist i D 4
1.0 NATURAL sat SAND (SM) Loose to medium dense, fing : —
- to medium grained, light grey, moist. : o 3
_ 1.40 ‘ ~ pb 7
— Silty SAND (SM) Med! di to dense, fine t ; - ~~
~ Leo ; median aie moist. sey line v0 ' Yo ° 3
r 2.0 , LL) Sitty SAND (SM) Dense to very dense, fine to medium ! » 4
— grained, light grey, moist, : fib ~y
F ire ;
rw 270 ! ° 7
= Silty SAND (SM) Medium dense, fine to medium ‘ op +
grained, light grey, wet. ' 1 —
1 - 3.40 ! 7
— {A Silty SAND (SM) Medium dense, fine to medium : —
— ‘A4/\ grained, dark grey and brown, wet, ‘ q
F 40 Uj 4
| E50 J
- 60 iy
—_ :
| - 6.70 KZ fot
m C/ 7) Silty SAND (SM) Dense to medium dense, fine to tot
- 7.0 /, medium grained, dark grey and brown, wet. tog
- 250. ‘hd : :
- Borehole 7.50m i |
{ a Terminated io
F 80 i
F_20 PE 4
C pbb od 4
FE 16.0 i i
COMMENTS
1) Groundwater noted at 2.7m. 2) DCP Refusal at 1.9m, SZ
Approved = +f
; Date : o aT
‘w Water First Noted ~7 Water Steady Level
ISSUE No. 1.1 080/97 RSOO7A