20220218 22 Grant SWMP · MCU22/0172

Due to the central location of the driveway, the existing kerb inlet pit in front of the site will be demolished and
replaced. A new kerb inlet will be provided downstream of the driveway access, with the existing 375mm stormwater
line connected into the pit and all drainage from the site discharged into the new pit.

The roof and allotment drainage system for the proposed site shall be designed to comply with:

     1. Noosa Shire Council Planning Scheme Policy (PSP) - Engineering Design Standards – Roads, drainage and
        earthworks;

     2. The Queensland Urban Drainage Manual (QUDM); and

     3. AS/NZS 3500.3:2015 - Plumbing and Drainage Part 3: Stormwater Drainage.

Refer to Appendix A Proposed Development Concept Plan for the proposed stormwater drainage layout plan
illustrating the concept described above.



     2.4. Flood Considerations
Review of the Noosa Shire Council Intramaps flood layers including the Flood Hazards Overlay has identified that
the site is located outside of any flood or inundation areas within the locality indicating it is not expected that that
the proposed development will be subject to flooding.




Project number 20220218                                                                                       Page 6 of 14
File 20220218 22 Grant SWMP.docx, 2022-09-15 Revision 1

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