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1-22276-01 site plan
Plans and drawings
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Log in to see the plans as drawn SOIL SURVEYS ENGINEERING PTY LIMITED HELENSVALE LAB
Specialists in Applied Geotechnics GOLD COAST
A.B.N. 70 054 043 631 Unit 8, 140 Millaroo Drive
HELENSVALE QLD 4212
PH:07 55026795 FAX:0755026724
www.soilsurveys.com.au [email protected]
PARTICLE SIZE DISTRIBUTION
Client : Belo Developments Report No: WHL20-0133-S3
Client Address : C/O 2/19 Finchley Street, Milton, QLD, 4064 Report Date: 11/03/2020
Project Number : 1-22276 Issue Number: 1
Project : Proposed Service Station Reconstruction Page 1 of 1
Location : 52-54 Mary Street & Weyba Road, Noosaville
SAMPLE DETAILS:
Sample ID: S3
Date Sampled: 25/02/2020
Date Tested: 28/02/2020
Soil Description: Sand (SP) Brown, Trace of Silt
Sampling Method: As Supplied
Sampled by: SSE
Sample Location: BH5
Depth (m): 0.8-1.2
Source: Borehole
Material: Unknown
Test Methods AS1289.3.6.1
TEST RESULTS:
Sieve Size(mm) Passing (%) 100
90
75.0
37.5
80
26.5
19.0
13.2 70
9.5
6.7 60
% Passing
4.75
2.36 50
1.18
0.600 100 40
0.425 98
0.300 89
30
0.150 12
0.075 5
20
10
0
0.010 0.100 1.000 10.000 100.000
Sieve Size (mm)
Remarks :
This document is issued in accordance
APPROVED SIGNATORY
with Soil Surveys Engineering quality C.Ferguson-Hannah
requirements.Accredited for compliance
with ISO/IEC 17025 - Testing.This
document shall not be reproduced, except
in full without the approval of Soil
Surveys Engineering Pty Limited.Results
Only apply to test items in this report
NATA Accred No:15301
END OF DOCUMENT FORM NUMBER REP-PSD-06 V2 13/1/20
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