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 1 P_| Depth P
100 Silty Sand (SM) 1 3100 9
200 Fine to coarse grained, grey 1 3200 9
300 brown, roots, moist, loose 1 3300 9
400 | 1 3400 10
500 Silty Sand (SM) 2 3500 10
600 Fine to coarse grained, pale 3 3600 10
700 brown grey, moist, med dense 3 3700 11
800 3 3800 10
900 3 3900 11
1000 3 | 4000 14
1100 fo 3 | 4100 A¢
1200 Silty Sand (SM) 3 | 4200 15
1300 Fine to coarse grained, pale 3 4300 15
1400 grey, moist, med dense 3 4400 16
1500 3 | 4500 18
1600 3 | 4600 18
1700 4 | 4700 15
1800 4 | 4800 17
1900 Becoming dense 5 4900 18
2000 5 | 5000 19
2100 6 | 5100 20
2200 7 5200 20
2300 7 5300 +
2400 6 | 5400

2500 6 | 5500

2600 7_| 5600

2700 7 5700

2800 8 5800

2900 8 | 5900

3000 8 | 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.

 

 

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