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Additional Geotech Investigation 22.02.01 From Douglas Partners - 95120.01.R.001 · OPW21/0315
DETERMINATION OF ACID SULFATE SOIL PROPERTIES CERTIFICATE OF ANALYSIS Bio-Track Analysis By: Bio-Track Pty Ltd aBn 91 056 237 275 781 Mt. Glorious Road Highvale, Brisbane, Australia, 4520 Ph. 07 32897179 LAB REFERENCE LRO61020.716 DATE OF REPORT 08 OCTOBER 2020 4@18:32:29 Page 1 of 1 Report Pages CLIENT NAME Brett Egen c/o Douglas Partners Pty Ltd (Sunshine Coast) 28 Kessling Avenue Kunda Park 4556 PROJECT NAME 33 Wyuna Drv Noosaville YOUR PROJECT/JOB REFERENCE 95120 SAMPLING DATE NUMBER OF SAMPLES 4 Samples supplied by client SAMPLE TYPE:Soil/Solid DATE RECEIVED 6/10/2020 5:11:39 PM PACKAGING Plastic Bag Ground Oven Dry Samples DISPOSED ON 5/12/2020 Sample ID as received. METHODOLOGY: As per (DNR QASSIT May 2004), oven dried (85°C), >1000 um shell removed, fine grind. All reported values gravimetric, dry mass. %sEQ (equivalent sulphur) calculated as moles TAA/624 + %S Cr + %SNAS - sANC_BT (sNAS included irrespective of pH). LIME1 rates calculated to neutralise TPA (or TAA if >TPA)+ aS_RAS -ANC_BT/1.5 LIME2 rates calculated to neutralise TAA + aS_POS or S_Cr + aS_RAS -ANC_BT/ 1.5 NB. Lime rates assume 97% Lime neutralisation but DO NOT include any safety factors. Suggested factor=1.5-2. Rates are kg/ton. Multiply by bulk density to convert to kg/m3. Fineness Factor (FF)=1.5 CBN POS= moles carbonate alkalinity released by oxidation assuming (Ca POS - Ca KCL) + (Mg POS - Mg KCL) is due to carbonate solution. Blanks represent unmeasured values, zeros & <0.x represent measured values. If pH KCl>4.5 then s-RAS (calculated from acid extract) may be zero for undisturbed soil. acid reactive calcium calculated as the difference between 1 M KCl and 4 M HCL soluble Ca. ID. DEPTH pH pH TAA TPA TSA S KCL SP $ POS S$ Cr s-NAS s EQ Ca KCL Ca P Mg KCL Mg P CBN POS LIME1 LIME2 sANC_BT mm KCL Ox m/t m/t m/t % % & % % % mg/kg mg/kg mg/kg mg/kg m/t kg/t kg/t % Analytical Method Codes 23A 23B 23F 23G 23H = 23Ce 23De 80 23 Ee 22B s20Je s 23Vh 23Wh 238m = 23Tm a23U&X s19A2 Bore1 750-1000 5.41 23 <0.01 <0.01 <0.01 0.037 108 26 1 Bore1 1750-2000 5.84 21 <0.01 <0.01 <0.01 0.034 25 0 1 Bore1 3000-3250 5.08 22 <0.01 0.02 <0.01 0.054 92 0 2 Borel 3500-3750 6.47 4 <0.01 0.02 <0.01 0.022 179 0 1 Signatory ff us8? For and on behalf of Bio-Track Pty Ltd Ca NAS is the Ca NAS mg/kg 20E <10 <10 <10 68
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Additional Geotech Investigation 22.02.01 From Douglas Partners - 95120.01.R.001.pdfRelated documentApplication case desk ↗
22.02.01 From Douglas Partners - 95120.01.R.001.pdfRelated documentApplication case desk ↗
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