Attachment 7B - Site Based Stormwater Manamgment Plan by ADG.pdf

Noosa Shire Council – The Noosa Plan 2020
Water Quality and Drainage Code
Performance Criteria and Acceptable Solutions




 PERFORMANCE OUTCOMES                           ACCEPTABLE OUTCOMES                                            COMMENTS
                                                AO4.2                                                          N/A. Rainwater captured in
                                                Where infrastructure is located on private land an easement    Bioretention Basin will gradually
                                                is dedicated over the infrastructure in accordance with PSP6   infiltrate to soil layers and freely
                                                Engineering Design Standards - Roads, drainage and             discharges subsoil to an outfall to
                                                earthworks.                                                    Weyba Creek. Refer to Stormwater
                                                                                                               Management Plan prepared by this
                                                                                                               office.
                                                AO4.3                                                          N/A. Rainwater captured in
                                                Any alterations or repairs to infrastructure as a result of    Bioretention Basin will gradually
                                                the development are made at no cost to Council.                infiltrate to soil layers and freely
                                                                                                               discharges subsoil to an outfall to
                                                                                                               Weyba Creek. Refer to Stormwater
                                                                                                               Management Plan prepared by this
                                                                                                               office.
                                                AO4.4                                                          Development will comply.
                                                Development avoids stormwater inflow and infiltration to
                                                the sewer infrastructure network.
                                                AO4.5                                                          N/A. Rainwater captured in
                                                Stormwater infrastructure is designed to minimize              Bioretention Basin will gradually
                                                maintenance costs and the requirement for specialized          infiltrate to soil layers and freely
                                                equipment for maintenance techniques.                          discharges subsoil to an outfall to
                                                                                                               Weyba Creek. Refer to Stormwater
                                                                                                               Management Plan prepared by this
                                                                                                               office.




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June 2021