Council archive · source document
Appendix G - Slope Stability Certification Report · MCU25/0022
6 FIELD AND LABORATORY TESTING Field Permeameter testing was undertaken in three test pits on the site and all tests returned values of 25mm/hr. A 150mm diameter permeameter embedded 600mm into the ground with a 250mm depth of water was used. A sample of the clay was tested for liquid limit and liner shrinkage and returned values of 38.5% and 14.5% respectively. 34,5% of the sample was retained on a 0.425mm sieve. Report Sheets are included in Appendix B. 193 Sankeys Rd Slope Stability Certification July 2023 8
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 G - Slope Stability Certification Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 7.3 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.