Applicant's response to Council Information Request - 10074-16541ms.ms - 30-32 Doonella Street (00016995)

Applicants Comments
With regard to these issues please note the following:

        a revised truck turning path showing a rear loading truck is provided in
        Attachment B;

        drawing 00000-A-06-01 B in Attachment A shows that the chute will be for
        general waste only. Drawing 000-A-00-01A G shows that a separate bin
        enclosure will be provided for recycling waste directly to the west of the
        general waste collection room;

        dimensions for the bin room and the location of the chute are shown on
        drawing 0000-A-06-01 B in Attachment A;

        the notes on drawing 0000-A-06-01 B confirm that the bin collection room
        will be used as the bin wash area; and

        the notes on drawing 0000-A-06-01 B advise that the bins will be wheeled by
        the on-site manager approximately 5m to the loading point for the waste
        collection vehicle.

3. The MUSIC model for the proposed development to demonstrate how the
   Overall Outcomes of the Water Sensitive Design Code, and the State Planning
   Policies for water quality are to be achieved.

Applicants Comments
A MUSIC model has been prepared by Aquaintel and is provided in Attachment D.

4. Peak flow modelling results to demonstrate the proposed development will not
   cause an increase in peak runoff in a 1 year ARI compared to the existing
   scenario.

Applicants Comments
The Stormwater Management Plan prepared by Aquaintel in Attachment C
demonstrates that the proposed development will not cause an increase in peak
run off in a 1 year ARI event.

5. Preliminary stormwater drainage plan which demonstrates that it will be
   possible for the proposed development to incorporate the water quality and
   quantity treatment measures proposed in modelling (or in Healthy Waterways
   Deemed to Comply Solutions). The preliminary stormwater treatment plan
   must include the following:
       a. Proposed surface levels that demonstrate all areas of the developed
           site will flow to the proposed water quality and quantity treatment
           devices
       b. Invert levels of inlet and outlet pipes to and from the proposed
           detention tank and bioretention basin to demonstrate there is
           adequate fall between the low flow outlet of the detention tank, inlet to
           the bioretention basin and outlet pipe to legal point of discharge
       c. The preliminary stormwater design must also provide adequate footprint
           in the design for 1:4 batters and inlet scour protection within any
           proposed bioretention basin.




August 2015                      Response to Council’s Information Request                   Page 3
                       Proposed Multiple Housing Type 4 – 30 -32 Doonella Street, Tewantin