Response to RFI - 25-27 Toolar St · MCU21/0083

                                                                        Approximate location
                                                                        of visitor carpark


Figure 2: Proposed location of visitor space on eastern boundary.



Item 3 Information required

    3. Provide a stormwater management strategy which demonstrates how the development is
         consistent with the Water Quality and Drainage Code of the Noosa Plan of the Noosa Plan. In
         particular, the plan must demonstrate how the development is consistent with PO2, PO6, and
         PO10 of that code.

Response to Item 3

The applicant’s stormwater management strategy incorporated into the Concept Stormwater
Management Plan in Attachment 1 prepared by SCG. Roof runoff will be collected and directed to
the on site rainwater tank beneath the driveway. Rainwater in the underground tank will be retained
on site for reuse in gardens and other lawful uses within the buildings such as toilet flushing. Once
full, the rainwater tank will overflow to a further detention tank before release into Council’s stormwater
network. Gross pollutant traps will be located inside the site boundaries to capture gross pollutants
prior to discharge to the street. Surface runoff from the driveway will be collected in a grated drain
across the driveway and water directed to the GPT’s before discharge.




Concept Planning and Development Consultants ABN 99 789 542 467                                           4


[OCR of page images]
Approximate location
of visitor carpark

 

Figure 2: Proposed location of visitor space on eastern boundary.

Item 3 Information required

3. Provide a stormwater management strategy which demonstrates how the development is
consistent with the Water Quality and Drainage Code of the Noosa Plan of the Noosa Plan. In
particular, the plan must demonstrate how the development is consistent with PO2, PO6, and
PO10 of that code.

Response to Item 3

The applicant’s stormwater management strategy incorporated into the Concept Stormwater
Management Plan in Attachment 1 prepared by SCG. Roof runoff will be collected and directed to
the on site rainwater tank beneath the driveway. Rainwater in the underground tank will be retained
on site for reuse in gardens and other lawful uses within the buildings such as toilet flushing. Once
full, the rainwater tank will overflow to a further detention tank before release into Council’s stormwater
network. Gross pollutant traps will be located inside the site boundaries to capture gross pollutants
prior to discharge to the street. Surface runoff from the driveway will be collected in a grated drain
across the driveway and water directed to the GPT’s before discharge.

 

Concept Planning and Development Consultants ABN 99 789 542 467 4