Council archive · source document
J000154-001-R-Rev0_ASS Investigation Report · RAP15/0034
Attached to the e-mail RAP15/0034 information response 1 of 2.
Attached to the e-mail FW_ 47 Witta Circle, NOOSA HEADS .eml, inside RAP15/0034 information response 1 of 2.
J000154-001-R-Rev0 November 2015
Treatment should be carried out on prepared pads. However, due to site constraints it may be more
practical to mix the lime insitu in 300 mm layers prior to excavation. This would require verification
testing of the material before removal off site.
Verification sampling and analysis is to be carried out on the treated soil to confirm that appropriate
amounts of the neutralising agent have been incorporated into the soil at a rate of 1 sample per 50 m2 of
natural material removed.
Groundwater quality should be monitored through new groundwater monitoring wells located across the
site.
Management of groundwater seepage and rainfall collected in excavations and other works areas on
site, including treatment recommendations, must be incorporated into the ASS MP.
During construction, it is recommended that all waters collected from groundwater or surface water
inflow, be retained, monitored and if needed, treated to comply with the appropriate discharge criteria
prior to discharge offsite.
8.0 LIMITATIONS
Your attention is drawn to the document “Limitations”, which is included in Appendix C of this report.
9
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
J000154-001-R-Rev0_ASS Investigation Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 2.4 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.