Original source · versioned page text
Reference Document - OPW23 0189
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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.