35484 Approved Plans Ba · MCU21/0222.01

SCG CONSULTING ENGINEERS LOG SECTIONS File No.32027
Client: Bevan & Jodie Slattery

Location:.. Beaches Noosa 7/56 David Low Way, Sunrise Beach

Date:21/2/22

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Depth TEST SITE No 2 P_| Depth P
100 Silty Sand (SM) 1 3100 8
200 Fine to coarse grained, grey 1 3200 9
300_| ___ brown, roots, moist, loose ____ 1 3300 9
400 Silty Sand (SM) 4 3400 10
500 Fine to coarse grained, pale 1 3500 11
600 brown grey, moist, med dense 2 3600 11
700 2 | 3700 12
800 3 | 3800 12
900 2 3900 12
gl ee 3 | 4000 12
1100 Silty Sand (SM) 3 | 4100 13
1200 Fine to coarse grained, pale 3 4200 14
1300 grey, moist, med dense 3 4300 14
1400 3_| 4400 17
1500 3 | 4500 12
1600 3 | 4600 15
1700 4 | 4700 15
1800 4 | 4800 15
1900 4 | 4900 16
2000 4 | 5000 16
2100 4 | 5100 17
2200 Becoming dense 5 5200 17
2300 6 | 5300 18
2400 6 | 5400 18
2500 7_| 5500 19
2600 6 | 5600 20
2700 6 | 5700 20
2800 6 | 5800 20
2900 7_|_ 5900
3000 7_| 6000 End

 

 

 

 

 

 

 

 

 

 

 

Depth = mm below ground level.

P = blows per 100mm penetration with an approved 9kg penetrometer.

Notation such as (SP) refers to the soil description to Table A1 AS1726 ‘Guide to the description
identification and classification of soils’.

Solid lines represent sharp interface between different soil types. Dotted lines represent
gradation form one soil type to another.

Abbreviations used
UTP - unable to penetrate, Bec. — becoming, N.S.L. — Natural Surface Level
Med. — medium, MW - Moderately weathered
EW - extremely weathered, Plast. - Plasticity

No recovery means unable to extract samples from the base of the bore hole because the soil
will not bind in the auger head.

The colour of the soil is often abbreviated, for example Gy = grey Or = orange.
(Ls=? %) Indicates sample location and Linear Shrinkage result.

The footings must be dug into or supported on piers dug into the shaded material.

 

 

Z:\0-JOB FILE\32001-32999\32027-7_56 David Low Way, Sunrise Bch\GEO\32027logsBH2.doc