Attachment I - Updated Engineering Report & SWMP

              Inspection     Maintenance staff     -            4           As        Excessive
                                  1 man                      during      required      ponding.
                                                             rainfall                Downstream
Stormwater                                                   events.                  scouring.
  Outlet                                                                             Discoloured
                                                                                      discharge.
              Rectificatio    Environmental        -           As            -
                                                                                     Unacceptable
                   n           Consultant                   required
                                                                                        odours.




   7.0       CONCLUSION

   The proposed commercial unit development over existing Lot 32 RP893427 and
   Lot 903 T 1631 can be readily serviced by existing water, sewer, electrical and
   telecommunications infrastructure.

   There are no significant earthworks required.

   A complying water quality management scheme can be effectively implemented
   in accordance with Noosa Council requirements.

   With the provision of a roof water attenuation tank, existing discharge flow rates
   can be maintained at Doonella Street.

   There are no constraints or impediments for the proposed development that
   cannot be overcome by ongoing design and construction.




   ___________________________________________________________________________________
   A6035/21/Engineering Report/30-32 Doonella Street, Tewantin                  Page 9 of 9
   May 2021    WM/tk
                                       Alta Projects P/L