Att11 - Land Suitability (effluent) Report

FPE Ref: 6195-220404-1.0



  3.6.1     Grease Trap/s

  The installation of a suitably sized grease trap/s should be considered given the nature of the wastewater
  associated with the likely kitchen waste / blackwater to be generated by the development. The grease
  trap should then be adopted as part of the operation and maintenance of the facility and require regular
  inspection, service and maintenance.

  3.6.2     Peak Flows and Low Flows

  The selected wastewater treatment plant must be able to cope with periods of sustained high or peak
  loads and also periods of very low influent. During these times, appropriate flow balancing may be
  necessary in order to buffer against such extreme variable conditions.

  3.6.3     Pump Station/s

  Due to the site topography and positioning of the proposed development (as per Appendix A), one or
  more pump stations will be required to distribute raw effluent to the proposed sewerage treatment plant
  (estimated to be positioned in the southern portion of Lot 650 M37380 (subject to change)).

  3.6.4     Alarms and Early Warning Systems

  The installation of early warning systems into the proposed development sewerage infrastructure is vital.
  It is recommended that a high level and failure alarms with battery backup are considered as part of the
  overall design.

  3.6.5     Service and Maintenance

  The service and maintenance provider must attend and complete the required service and maintenance
  of the sewerage treatment plant on a minimum 3 monthly basis.




20 April 2022                               Land Suitability Report                                            8
                                               CYC Campsite
                                          48 Kabi Road, Cootharaba