07/1571 - Response to Information Request [As Published] · 142007.1571

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Record of Borehole - Sonauhany Geotecincal engineers
Moon Severn Novag, Oueerennds S20
Ror GSES AE oe ae
Client The Tod Group (SC) Pty Ltd ce. tums, ace Fant” fel bs sone
. Unit 3, 17 Duntroon Bt: unit, Lorne Lschterney per!
Project Proposed Extensions SoilSu Potente foe laa toes
Location Noosa Surf Life Saving Club Drona: 107 08 sass Fen: Riloar
™ Kovara Warr, Gusenind, 457
dobnumber =90K/324 Ratenciny ee, Cuwensiand, 4551
Date 21/12/90 Fen” ont ba dea?
Borehole number BH2 (Cont'd Surtace re Sampting and fieid resting
Bepth at Classification Bh Depth im) Type | Fleldeest
change|m) | — Austratian Standard 1726-1981 used results
8.30} SAND (SP) medium-dense, fine to Vv “How,
medium grained, grey. 9.00-9.45 |SPT oedee tT
=.
10.05 Silty Sandy CLAY (CH) very stiff,
high plasticity, light grey and 0.580 SPT |5,7,8
blewish grey, fine to medium N=15 : Y
grained sand,
11.66 As above with yellow brown and
red brown layers. 2.00 SPT |8,8,12
N=20 |

12.45 Borehole Discontinued

 

 

 

 

 

 

 

 

 

i ‘Water
Orilltype Jacro 350 need 2.60m
Dritier J. Manns, and B. Champ. seaty =
USO Undisturbed Somm diam. tube sample ‘Vane shear value, KPa
D_ Disturbed Sampte V_ Steeiv Bit
SPT Standard Penetration Test, N Valve is number of blows ta drive 50mm sampler 300mm TC Tungsten Carbide Bit
with a 63.6k9 crop hatrmer falling 762mm. Blow count shown { Jis the number ot oc Symamic Cone Test. 9.079 hammer, fail SOBmm, driving 30 degree taper cone
blows required to drive U50 300mm. ) fitted to rods of smaller section.

P Hand penetrometer estimate of sheay strength, kPa