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 3 P_| Depth PB. Depth EB
100 Silty Sand (SM) 4 3100 3 6100 1
200 Fine to coarse grained, grey 1 3200 3 6200 11
300 brown, roots, moist, loose 1 3300 3 6300 14
400 1 3400 4 6400 15
500 | 4 3500 4 6500 15
600 Silty Sand (SM) 1 3600 4 6600 16
700 Fine to coarse grained, pale 2 3700 Becoming dense 5 6700 16
800 brown grey, moist, loose 2 3800 5 6800 18
900 1 3900 5 6900 20
1000 2 | 4000 5 7000 | 20
1100 1 4100 6 7100 +
1200 2 | 4200 6 7200
1300 2 | 4300 6 7300
1400 1 4400 7 7400
1500 2 | 4500 8 7500
1600 | ee 1 4600 8 7600
1700 Silty Sand (SM) 2 | 4700 8 7700
1800 Fine to coarse grained, pale 2 | 4800 9 7800
1900 grey, moist, loose 4 4900 10 7900
2000 1 5000 10 8000
2100 2 5100 10 8100
2200 4 5200 11 8200
2300 2 5300 1 8300
2400 2 | 5400 12 8400
2500 2 | 5500 13 8500
2600 2 5600 10 8600
2700 2 5700 10 8700
2800 2 | 5800 10 8800
2900 Becoming medium dense 3 | 5900 11 8900
3000 3_| 6000 End 11 9000

 

 

 

 

 

 

 

 

 

 

 

 

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\32027logsBH3.doc