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003 ECM_22828362_v1_Reference Document - OPW23 0189 · OPW26/0094
Acid Sulfate Soil Report
CLIENT: DD Sunnyside CD Sunnyside Pty Ltd PROJECT NUMBER: PG-10899
ADDRESS: 30 Mossman Court, Noosa Heads REPORT NUMBER: 23-537 Rev. No.0
PROJECT NAME: Proposed Residence REPORT DATE: 13.10.23
SAMPLE LOCATION
SAMPLING METHOD: Disturbed
SAMPLED BY: Pacific Geotech
DATE SAMPLED: 6.10.23
DATE RECEIVED: 9.10.23
DATE TESTED: 9.10.23
PREPERATION/ANALYSIS METHOD: ENV01/ENV02
Lab Ref Number E23-537-1 E23-537-2 E23-537-3 E23-537-4
Sample Description Unit LOR BH01 BH01 BH01 BH01
Depth (m) 1.0 2.0 3.0 4.0
pHKCL pH Unit 0.1 6.4 6.6 5.3 5.1
Chromium Reducible Sulfur %w/w S 0.005 <0.005 0.017 0.037 0.056
Chromium Reducible Sulfur mol H+/t 3 <3 11 23 35
TAA pH to 6.5 mol H+/t 2 <2 <2 <2 <2
s-TAA pH to 6.5 %w/w S 0.005 <0.005 <0.005 <0.005 <0.005
KCl Ext S %w/w S 0.005 0.006 0.005 0.006 0.006
HCl Ext S %w/w S 0.005 0.012 0.010 0.015 0.012
Retained Acidity (SNAS) %w/w S 0.005 N/R N/R N/R N/R
Retained Acidity (SNAS) mol H+/t 3 N/R N/R N/R N/R
ANC %CaCO3 0.1 0.1 0.1 0.1 0.1
ANC mol H+/t 5 12 13 13 11
Net Acidity mol H+/t 5 <5 11 23 35
Net Acidity %w/w S 0.005 <0.005 0.018 0.037 0.056
Net Acidity - ANC mol H+/t 1 <1 <1 10 24
Liming Rate kg CaCO3/t 1 <1 1 2 3
Liming Rate - ANC kg CaCO3/t 1 <1 <1 1 2
Liming rate only includes ANC when its effectiveness has been corroborated by simulative oxidation procedures such as incubation. Unless corroborated, the results for ANC analyses should not be used when determining Net Acidity for
for comparison with action criteria. The Liming Rate-ANC calculation is only inluded when the amount of acid neutralising present in the soil is capable of buffering the soil at pH 6.5 or above. A liming safety factror of 1.5 has been applied.
Results apply to samples that have been dried at 85±5oC. LOR denotes Limit of Reporting. N/R denotes Not Required. The results in this report pertain only to the samples as received. This document shall not be reproduced except in full.
Method uncertainty data is available at www.pacgeo,com,au/safety-and -quality-assurance. This report supercedes anty previous report(s) isssued with this reference number.
Pacific Geotech accepts no responsibilty for the collection and transport of samples submitted by external parties.
Accredited for Compliance with ISO/IEC 17025 - Testing Approved Signatory
Pacific Geotech Pty Ltd - Accreditation No. 21130
Daryl Surkitt
Gold Coast Laboratory - Site No. 25487 Environmental Laboratory Manager
Form ER004.1
Page 1 of 1
Document Set ID: 22828362
Version: 1, Version Date: 26/02/2024
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