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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Surveys Engineering Pty. Limited BOREHOLE RECORD SHEET
Gastectnioa engineers «= RPECG No, 195
MO taewa > sNPrgacin tee Borehole Number: 2
PO Box 2011
Pe, | Rare Project Number: 307-2624
Project Name : Proposed House
Easting : Northing RL: Location : 6 The Promontory, Noosa Waters
Logger: RH Diller: RH’ DrilingRig: EVe7so Client: De Nova Group Pty. Ltd.
Date : 10/08/2007 Page : 1
Drilling Method DCP Test
qi] Deeth Description (blows/100mm) Samples and
> iets) e § 10 15 20 25 Remarks = §
i SN Pavers, pos pot o -
- FILL SAND (SP) Loose, fine to coarse grained, light Peabo; bod > 7
— FILL Sandy GRAVEL (GP) Medium dense, fine to coarse hopobot D 4
- size, dark brown, fine to coarse grained sand, robo bt 4
C Oist : Pb D 4
P10 FILL Silty SAND (SM) Medium dense, fine to medium : bob 7
D /7\\erained, dark grey and brown, with low plasticity ' hore 5 q
a ° UW. NATURAL Silty SAND (SM) Loose to medium dense, Anam ==: > 4
E Ai//A Silty SAND (SM) Medium dense, fine to medium it > 4
- 20 ZA grained, dark grey, trace of organics, moist. ‘ D o
a GY D I
FE Mh i ° 3
- Ww 270 e y
- = Vi, ‘J Silty SAND (SM) Medium dense, fine to medium : D 4
3.0 “A grained, dark grey, trace of organics, wet. , 4 —
E30 meds
Zz Silty SAND (SM) Loose to medium dense, fine to pore gt
- 3.60 Z medium grained, dark grey, with low to medium rr
E 40 / Silty SAND (SM) Loose to medium dense, fine to Porogo oto
-—" 4.10 i, medium grained, light grey, wet. pobobo gt
E ZZ Silty SAND (SM) Medium dense, fine to medium Popo or
i - VW grained, dark grey and brown, wet. fog obo
F 50 VY on
r toy
E 6.0 600 Doig
é Borehole 6.00m Poboroi
t- Terminated iit a
E70 -
F fot
| E80 ii
p90 i
E 100 Pb if
COMMENTS
1) Groundwater noted at 2.7m. 2) DCP Refusal at 1.9m.
Approved + e S
Date : gO 1 F 1 O77
-w Water First Noted \ Water Steady Level
om: ISSUE No. 1.4 0810/97 RSCO7A