SUPERDEDED NEGOTIATED - OPW25 0042 - Approved Plans (As Published) · OPW25/0042

                     Major event flows surcharging from the RIPs in the unlikely event of RIC
                     failure would be directed eastward via a stone pitched weir toward existing
                     vegetated swale areas and ultimately Noosa Inlet (legal point of discharge) as
                     dispersed sheet flow.

                     The rough nature of the stone pitching will also provide an “energy
                     dissipation” effect.

                     All grated stormwater pits around the site will be fitted with litter baskets to
                     intercept gross pollutants.


                     6.1RAPID INFILTRATION PITS/RAPID INFILTRATION CULVERTS
                     (RIP/RICS)

                     RIPs/RICs consist of a bottomless stormwater pit/culvert which promotes
                     infiltration through its base.

                     Crushed rock and multiple layers of geofabric and “sacrificial sand” are
                     installed at the base of the RIP to protect against clogging of dune sands
                     below.

                     Refer engineering drawings at Appendix A for RIP/RIC details.



                     6.2       RIP/RIC INFILTRATION CAPACITIES


                     6.2.1 PROTOTYPE RIP TESTING 2003

                     Alta Projects Engineers (formally TATE) were involved in formulation of the
                     over-arching development approval document and EMP1.

                     Such involvement included construction of a prototype RIP on the Settlers
                     Cove site consisting of a 225mm diameter pipe buried vertically in clean
                     white sand and with a geofabric filter across the base.

                     A test site was chosen near the end of Serenity Close at the time (circa 2003)
                     roughly coinciding with the existing stormwater/sewer easement through the
                     site.
                     By inspection it is inferred that 2003 prototype testing would likely to have
                     been carried out at an approximate level of RL18-20m AHD, with a
                     corresponding estimated base RL of 15-17m AHD for a 3m length of pipe.
                     __________________________________________________________________________

                     A6769/25/SWMP/Rev OpW(A) – Feb 2025
                                                                                                  Page 7 of 9
                     SH/PL
                                              Brah101 Pty Ltd t/as ALTA PROJECTS
Document Set ID: 23646596
Version: 1, Version Date: 21/03/2025