12.2022 20220218 RFI response · MCU22/0172

            6 December 2022

            Ref:    MCU22/0172, OPW22/0243, RAL22/0024

            Ms L Pienaar
            PO Box 141
            Tewantin, QLD 4565


            Attention:       Lisa Pienaar

            Dear Ms Pienaar,

                    Re:      Information Request
                    At:      22 Grant St Noosa Heads Qld 4567

            With reference to the abovementioned development application and the subsequent
            further advice from Council, we have prepared a response to the engineering matters
            raised as follows.

            Engineering
            Item 8d. Vertical vehicle clearance checks
            Item 13. Vehicle swept path collision

            The drawings have been amended to incorporate these additional details.

            Item 11c. Connection to stormwater network

            The invert level of the existing stormwater pit is 19.82m whilst the existing downstream pit
            is 19.49m according to Council’s mapping system. Based on the distance between these
            pits of around 43m, the grade between these assets is 0.75%. The proposal is to maintain
            this grade from the new stormwater pit downstream of the driveway.

            The drawings have been amended to incorporate these additional details.

            We believe that the above satisfactorily addresses the engineering matters raised in the
            information request however, should additional information be required, please contact
            our office directly.

            Yours faithfully,
            RECOR Pty Ltd

            Prepared by



            Jaro Bauleka
            Civil Engineer
            CPEng RPEQ: 20693



P +61 7 5211 1003         A 75 Noosa Dr, Noosa Heads Qld 4567   E [email protected]    recorconsulting.com