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

Record of Borehole

 

Soil Surveys and Exploration Pty Lto
eys and Expl " y

Consulting

12 Meewesier Torracs
Matron, Queenatand, 4084

Engineers

Unit 1, 27 Lawrence Drive,
Nereng, Quescateed, 4211

 

 

 

 

 

 

 

 

 

“phone: (07) 388 6000. #0. Boa 22
fox: 157) 208 4680 Ashmore City Cid 4214
CHlent The Tod Group (8C) Pty Ltd 0, Bon 37 na, aonn eam (O7R1 96 1308
Unh 3, 1? Duetroon Street Uni 1, Let 10 Larniernay Sree
Project Proposed Extensions SoliSurveys sie cone oo i ee ,
tocstion = Noosa Surf Life Saving Club meme
om 11 Production Avenue
Kewera Weters, Queensiand, 457+
dobnumper 90K/324 Ciercnemyaore, Qusendand, 455)
Date 21/12/90 Fao tonsa east
Borehole number BH2 Surface RL Sampling and feld testing
Depth of Classification Bit Depth (m) type Field test
Saye tm} Australian Standard 1726-1981 used resutts
0.00]. SAND (SP) loose, fine to medium  <..|V we
grained, light grey, dry.
1.00] SAND (SP) loose, fine grained,
grey, dry. -60-1.95/SPT | 4,5,7
N=12
1.60)" loose to medium dense,
fine to medium grained, light brown
grey, moist.
2.30] SAND (SP) loose to medium dense,
fine to medium grained, dark brown,
moist.
2.60| As above, wet. $.00-3.45|SPT 614.5
N=
4.00! Continuous drilling with mud
circulation.
4.10] SAND (SP) loose, fine to coarse
grained, brown. 4.50-4.95/SPT |3,3,3
N=6
5.40] As above, grey.
$.00-6.465/SPT | 3,4,4
6.80} Gravelly SAND (SP) medium dense, N=8
fine to coarse grained, tight
brown and grey, fine to coarse
sized gravel, wet.
7.20) As above, fine to medium sized
gravel. -50-7.95/SPT | 11,10,8
N=18
7.80) SAND (SP) medium dense, fine to
medium grained, light brown.
(Continued)
Drititype Jacro 350 Water 2.60m
Driller J. Manns. and B. Champ. steady -

 

 

 

 

UW 50 Undisturbed Somm diam, tube sampie

0 Disturbed Sample

SPT Standard Penetration Test. N Vatue is number of blows to drive SOmm sampler 300mm
with a 63.4k9 drop haremer failing 76zmm. Blow caunt shown} Jisthe number of
blows required to drive 50 300mm.

P and pevetromete: estimate of shear strength, kPa

S$ Vane shear value, kPa
V_ Steel V Bt
i Tungsten Carbide Bit

OC Oyram Cone Test. 9.09%g hammer, fall SGBmm, driving SP dnreetaper cone
fied to rods of smatter section.