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Appendix C - Stormwater Management Plan

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                                                                                                                 ADJACENT SHED DOWNPIPES                                                                                                                                                                                               SW
                                                                                                                 OUTLETTING THROUGH BOUNDARY
                                                                                                                                                                                                                                                                                                                            SW
                                                                                                                                                                                                                               EXISTING 900x900 SW INLET PIT
                                                                                                                                                                                                                               SL: 91.63
                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                               IL: 90.83
                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                                                   SW
                            5.5m



                                                                                                                                                                                                                                                                            SW                          91
                                                                                                                                                                                                                                                               2.5
                                                                                                                                                                                                                                                                   %   SW


                                                                                                                                                                                                                                                                                    91
                                                                                                                                                                                                                                                            E@
                                                                                                                                                                                                                                                           IP
                                                                                                                                                                                                                                                       VC PSW
                                                                                                                                                                                                                                                   mmP
                                                                                                                                                                                                                                               5 0
                                                                                                                                                                                                                                             Ø2
                                                                                                                                                                                                                                       ING    SW
                                                                                                                                                                                                                                    IST
                                                                                                                                                                                                                                EX
                              1m




                                                                                             EXISTING 5.5m WIDE DRIVEWAY &                                                                                                     SW
                                                                                             CONCRETE CROSSOVER IN SHARED
                                                                                             ACCESS EASEMENT                                                                                                            SW
                                                                                                                                                                                                                  SL: 91.63m
                                                                                                                                                                                                                  IL: 90.83m
94
                                                                              EXISTING 1m WIDE CONCRETE
                                                                              FOOTPATH

                                                                                                                                                                                                                                          EXISTING Ø250mm SW PIPE
                                                                                                                                                                                                                                          USIL: 90.83
94




                                                                                                                                                                                                                                          DSIL: 87.95
                                                                                                                                                                                                                                          GRADE 2.5%
                                                                                                                                                                                                                                          LENGTH 114.9m




                                                                                                                                                                                           92
 94




                                                                                                                                                             92   9 2
               94




                                                                                                                                                                                                             92




                                                                                                                                                                                                                                                                                                                91
                                                                                                                                                                                                                                      NOTE:

                                                                                                                                                                                                                                      CONTOUR DATA FROM NOOSA-GYMPIE 2015 LIDAR SURVEY,
                                                                                                                                                                                                                                      REFERENCED TO GDA94 MGA ZONE 56 COORDINATES (EPSG:28356).
                                                                                                                                                                                                                                      LEVELS SHOWN ARE AUSTRALIAN HEIGHT DATUM (AHD).
                                                                                                                                                                                                                                      STORMWATER AND CROSSOVER DATA FROM JOHN NORDEN &
                                                                                                                                                                                                                                      ASSOCIATES DESIGN PLANS 94/35-1 & 94/35-2
                                                                                                                                                                                            92




                                                                                                                                                                                                                                                   92




                                                                                                                                                                                                                                                                                                             919
                                                                                                                CLIENT DETAILS:                                         PROJECT ADDRESS:                 APPROVED BY:                              PROJECT NAME:

                                                                                                                                                                                                                                                   POMONA SMOKEHOUSE




                                                                                                                                                                                                                                                                                                                1
                                                                                                                            BEAU & ARROW PTY LTD                                                                                                   TITLE:                                     STATUS:

                                                                                                                                                                                                                                                   EXISTING FEATURES PLAN PRELIMINARY NOT FOR
     © ABN 89 647 469 707
                                                                                                                                                                          14-16 RESERVE STREET, POMONA          BENJAMIN PARRY                                            CONSTRUCTION
     37 MARY ST                                                                                                                                                                                                   RPEQ: 28084
                                    1    21/10/2022 RFI ISSUE                           BP                BP    SCALE:
 NOOSAVILLE, QLD 4566                                                                                                                                                                                             CPEng NER
    +61 7 5211 1003                REV    DATE                  DESCRIPTION            DWN      CHK       APP
                                                                                                                                    AS INDICATED                                                                 DATE: 21/10/2022
                                                                                                                                                                                                                                                   DRAWING NUMBER:                            PROJECT NUMBER:             SHEET REV:
                                                                                                                                                                                                                                                                                                                           SIZE:
 RECORCONSULTING.COM                                                REVISIONS
                                                                                                                                  DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                   001                                        20220213                    A1 1
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