Attach G- Engineering Report

                                       3 Garnet Street Cooroy, QLD 4563
                                               Water Supply & Sewerage Reticulation Code



Water Supply & Sewerage Reticulation Code
Specific Outcomes                             Acceptable Solutions/Probable Solutions                Compliance
                                                                                                     designed and constructed in
                                                                                                     accordance with SEQ D & C Code
                                                                                                     and PSP6 Engineering Design
                                                                                                     Standards – Water and Sewerage.
                                              S9.2 Erosion and sediment control measures are         The proposed development will
                                              designed and implemented in accordance with the        incorporate erosion and sediment
                                              Institution of Engineers Australia (Queensland         control measures as shown on
                                              Division) Soil Erosion and Sediment Control -          the preliminary civil engineering
                                              Guidelines for Queensland Construction Sites.          design drawings.
O10 Sewerage reticulation infrastructure is   No solution provided.                                  The proposed development
proven to be suitable for its use prior to                                                           works will comply with this
Council accepting the dedicated asset.                                                               requirement, with the proposed
                                                                                                     internal sewer reticulation being
                                                                                                     privately owned and constructed
                                                                                                     in accordance with AS3500.
                                                                                                     Sewer reticulation will be
                                                                                                     designed and constructed in
                                                                                                     accordance with SEQ D & C Code
                                                                                                     and PSP6 Engineering Design
                                                                                                     Standards – Water and Sewerage.
O11 Sewerage reticulation infrastructure is   No solution provided.                                  The proposed development
provided with all supporting technical                                                               works will comply with this
documentation.                                                                                       requirement.
O12 Where buildings or other structures       S12.1 The footing of any structure or building is      The proposed development
are developed adjacent to Council’s           located clear of the zone of influence but no closer   works will comply with this
sewerage reticulation infrastructure;         than 1.5m (measured horizontally) from                 requirement.
satisfactory provision is made to protect     infrastructure including sewers, water mains and