Council archive · source document
Appendix 5. Geotechnical Engineering Report [As Published] · 132007.2399
October 2007 Starco/Subdivision/Noosa Springs 077682076
TABLE C1 - SUMMARY OF ACID SULFATE SOIL FIELD AND LABORATORY ANALYSIS RESULTS
Quick Screening Test Lab pH Sulfur Trail Acid trail Acid Neutralising Capacity Retained Acid - Base Required
PointID Depth Description pHF pHFOX1 Reaction Remark pHKCl pHOX SKCL SP SPOS2 Scr² a-S TAA2 TPA2 TSA Ca-A Mg-A a-CaA+a-MgA ANC-E SNAS Account3 Lime Rate 4
(m) (%S) (%S) (mH+/t) (mol H+/tonne) (%Ca) (%Mg) mol H+/t mol H+/t mol H+/t mol H+/t kg CaCO3/t kg CaCO3/m3
BH5 0.25 Sandy CLAY (FILL) pale grey 5.0 3.4 1
0.50 5.2 3.2 1 4.9 <0.02 0 21 21 1.6 3
0.75 Silty CLAY (FILL) pale grey and red 5.1 3.1 1
1.00 4.4 2.6 1
1.25 Clayey SAND dark grey, trace of roots 4.3 2.2 1
1.50 Sandy Silty CLAY, dark grey 4.3 2.1 1
1.75 Clayey SAND, dark grey 4.4 1.9 1 4.7 <0.02 0 58 58 4.4 8
2.00 4.7 2.0 1
2.25 5.0 1.3 2 4.7 0.45 281 66 347 26.0 47
2.50 Silty Clay, dark grey 6.0 1.4 3
2.75 6.5 2.4 3
3.00 6.6 2.9 5
BH8 0.25 Clayey SAND, dark grey 5.8 3.8 1
0.50 4.8 3.4 1 <0.02 0 9 <10 <1 <1
0.75 becoming pale grey 5.1 2.6 1 5.4
1.00 Sandy CLAY, grey 5.6 2.2 1
1.25 6.1 1.9 2
1.50 Silty CLAY, dark grey, trace shells 6.3 1.7 2
1.75 6.4 1.3 4 7.5 1.17 730 <2 262 730 54.8 99
2.00 6.9 4.2 3
2.25 6.8 1.3 3
2.50 6.8 3.5 3
2.75 becoming pale grey 6.8 3.0 3
3.00 6.8 1.9 5 5.1 0.04 25 11 36 2.7 5
Notes:
1. Shaded pHFOX results are those where there is a drop of 2.0 or more pH units (light shade) or where the pH FOX is less than 3.0 (darker shade) after oxidisation.
2. Shaded TAA, TPA, & S CR results are those exceeding the QASSIT action levels of 18 mol H +/t or 0.03 %S.
3. Acid-Base Account = Total Acidity (ie. Potential + Actual + Retained), not including ANC, but not less than TSA
4. Required Lime Rate is calculated from the net Acid-Base Account with a factor of safety = 1.5 and bulk density of 1.8 t/m³
Golder Associates
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix 5. Geotechnical Engineering Report [As Published]Related documentApplication case desk ↗
About this file
- File size
- 6.3 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.