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RFI - C - Site Based Stormwater Management Plan

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 Design Criteria
 The items on this page must be reflected on other project plans, specifications and engineering drawings.
 The development must be designed and constructed in accordance with the following:



 Rainwater Tank Specifications
   Total rainwater tank volume (L)                    0                                                               *This is the rainwater tank volume
                                                                                                                                    retention + detention

                                                      0
                                                                                                                      *This is the rainwater tank volume
   Total rainwater retention* tank volume (L)                                                                                   that is available for reuse
                                                                                                               *This is the rainwater tank volume that is
   Total rainwater detention* tank volume (L)         0                                                         reserved for slow release to stormwater
   Roof connected to rainwater tank (m )    2
                                                      0.0


   Rainwater tanks connected to                       Toilet , Laundry
                                                                                               Irrigated Garden
   Other rainwater tank end uses (L/day)                                                               Area (m2)
                                                                                                      First Flush
   % building rainwater end uses connected            100                                                Device?    0
   (to rainwater tanks)
                                                                                                     *Site storage added adjacent to the legal point of
   Additional* Site Storage (L)                       9150                                     discharge for peak flow detention or volume infiltration
   Recycled water source (Yes/No)
   Water tank reliability %                           0.0
                                                      0.0
                                                                                    *Note if this number is under 25%, then 30% of the tank’s retention
   Rainwater tank overflow %                                                                       volume will be counted toward the detention volume




 Water Efficiency Specifications
   Basin WELS star rating                       > 4 Star WELS rating
   Toilet WELS rating                           > 4 Star WELS rating
   Bath WELS star rating                        Medium Sized Contemporary Bath
   Washing Machine WELS star rating             Default or unrated
   Kitchen Taps WELS rating                     > 4 Star WELS rating
   Urinal WELS rating                           Not Applicable
   Shower WELS star rating                      3 Star WELS (> 7.5 but <= 9.0) (minimum requirement)
   Dishwasher WELS star rating                  > 3 Star WELS rating




4300 litres of additional Site Storage Requirement (SSR) (in addition to the combined rainwater / detention tanks) which is provided
by 9150 litres of additional site storage adjacent to the legal point of discharge.
 Stormwater management measures selected are
 This includes all impervious areas in the site connected to Council or Stormwater Authority drains. This excludes
 pervious areas like garden, gravel, and lawn areas)

•253m2 of Other Roof draining to 3m2 of treatment: Infiltration Sand
•123m2 of Driveway Driveway draining to 3m2 of treatment: Infiltration Sand




                                                                         © 2020 InSite Water www.insitewater.com.au
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