Council archive · source document
Appendix D - Engineering Assessment · OPW26/0090
As the proposed development does not trigger any of the above criteria, stormwater quality compliance is
not mandatory. No further stormwater quality controls are recommended for this development.
Conclusion
In summary,
- The existing Lawful Point of Discharge arrangement is proposed to be maintained.
- A new kerb adaptor to Overlander Avenue is proposed to service Lot 1
- The subject site is not flagged by the Flood Hazard Overlay Map
- No stormwater quantity controls are recommended
- No stormwater quality controls are recommended
For further information, refer to the attached Concept Civil Engineering Plans.
Regards,
Michael Van Itallie
Director, RPEQ CPEng NER
RPEQ 13469
Attachments:
1. C001 Site Works Plan
2. C002 Sewer and Water Connections
3. C003 Sewer Longitudinal Sections
4. Rational Method Calculations
www.sunshinecoastcivilengineers.com
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 D - Engineering Assessment.pdfRelated documentApplication case desk ↗
Appendix D - Engineering Assessment.pdfRelated documentApplication case desk ↗
About this file
- File size
- 2.5 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.