20220206 48 Elm St SWMP

     3. Stockpiles for soils and materials are to be protect using bunded banks to divert upstream flows, and with
        downstream sediment fencing to prevent sediments being lost from the stockpile area

     4. Diversion of upstream catchments around any exposed areas using diversion drains around the site.

     5. Disturbed areas are to be stabilised through turfing or hydromulching as soon as practicable once
        earthworks are complete.


     4.2. Operational Phase
As the proposed development site is less than 2,500m 2 in area, the development is not required to meet stormwater
quality design objectives outlined in Table B in Appendix 2 of the State Planning Policy (2017). As this is not required
under the State Planning Policy, water quality improvement devices have not been included in the design.




Project number 20220206                                                                               Page 15 of 19
File 20220206 48 Elm St SWMP, 2023-02-03 Revision 1

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