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SUPERSEDED Approved Plans - MCU22/0087 & OPW22/0140

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   NOOSA COUNCIL
   APPROVED PLAN                                               A-4                       A-3                        A-2                         A-1                    B-2                        B-1
MCU22/0087 & OPW22/0140
     21 JULY 2023




                                                                                         1°




                                                                                                                    11°
                                       Q2100 10% AEP                                                                              Q2100 10% AEP
                                    HYDRAULIC GRADE                                                                            HYDRAULIC GRADE
                                                LINE                                                                                       LINE




              DATUM RL                                             27.00                                                                                                    24.00
              COVER (& NATURAL SURFACE) LEVEL              34.60 (34.65)              34.60 (34.25)              34.60 (34.96)             34.97 (34.84)          32.20 (32.45)                30.21

              DEPTH TO INVERT                                      0.35                0.46 0.48                  0.59 0.61                 1.12 1.13                       1.20                       0.25

              HYDRAULIC GRADE LINE                         34.49 34.35                34.27 34.25                34.13 34.12                       33.96          31.32 31.11                          30.01

              INVERT LEVEL                                         34.25              34.14 34.12                34.01 33.99               33.85 33.84                      31.00                      29.96

              PIPE CHAINAGE                           0.00                             7.13                      13.75                     27.94                     0.00                       7.42
              PIPE LENGTH                                                   L=7.13                   L=6.62                    L=14.20                                               L=7.42
              PIPE SIZE (mm)                                                 150                       225                         225                                             (2x)75x125
              PIPE GRADE (%)                                                1.51%                     1.66%                      0.99%                                              14.02%
              PIPE GRADE (1 in)                                             1 in 66                  1 in 60.1                1 in 100.7                                            1 in 7.1
              PIPE COVER MINIMUM                                          Cover=0.20               Cover=0.25                 Cover=0.38                                           Cover=0.09
              PIPE CLASS                                           Class=uPVC SN10            Class=uPVC SN10             Class=uPVC SN10                                          Class=VC
              PIPE ROUGHNESS                                               n=0.013                   n=0.013                   n=0.013                                              n=0.013
              Vcap - CAPACITY VELOCITY (m/s)                              Vcap=1.06                Vcap=1.46                  Vcap=1.13                                            Vcap=2.36
              Vc - CRITICAL DEPTH VELOCITY (m/s)                           Vc=0.91                   Vc=0.99                   Vc=0.99                                              Vc=1.05
              Vn - NORMAL DEPTH VELOCITY (m/s)                             Vn=1.10                   Vn=1.36                   Vn=1.12                                              Vn=2.26
              Vf - FULL PIPE VELOCITY (m/s)                                Vf=0.62                   Vf=0.55                   Vf=0.55                                              Vf=0.95
              Qcap - CAPACITY FLOW (L/s)                                   Qcap=19                  Qcap=58                    Qcap=45                                              Qcap=44
              Q - PIPE FLOW (L/s)                                           Q=11                      Q=22                         Q=22                                              Q=18
              Qi - PIT INFLOW (L/s) & CHOKE (%)     Qi=11                             Qi=11                      Qi=0                                            Qi=18
              Ku (& Kw) - PIT LOSS FACTORS            7.23                             1.43 (1.45)               0.94 (1.12)                                         4.53
              PIT TYPE                          450x450 FI                    450x450 FI                600x600 FI                  EXISTING                 450x450 FI       KERB ADAPTOR

              PIT SETOUT
                                                                                                                                          34.97Z                                            30.21Z
              ROAD NAME &
              ROAD CHAINAGE & OFFSET

              SCALE: H 1:250, V 1:25                               LINE A                                                                                                   LINE B

                                                                                                                                                            SCALE:                                             CLIENT:                         APPROVED BY:                PROJECT NAME:

                                                                                                                                                                                                                                                                           RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
                                                                                                                                                                                               AS SHOWN                                                                    TITLE:                  STATUS:

                                                   D    15/03/23   RFI UDPATE                                                 BP           BP         BP                                                                                                                   STORMWATER DRAINAGE    MCU / OP WORKS
             © ABN 89 647 469 707                  C    29/11/22   RFI UPDATE                                               BRP            JB         BRP                                                       BOTTLEBRUSH PROPERTY PTY LTD             BEN PARRY         SECTIONS
                                                   B    10/10/22   RFI UPDATE                                               BRP           MVP         BRP
                37 MARY ST                                                                                                                                                                                                                               RPEQ: 28084
                                                   A    12/05/22   MCU / OPW ISSUE                                          BRP           BRP         NW
            NOOSAVILLE, QLD 4566                                                                                                                                                                                                                         CPEng NER         DRAWING NUMBER:         PROJECT NUMBER:            REV:
               +61 7 5211 1003                    REV   DATE                       DESCRIPTION                             DWN            CHK         APP                                                                                                                                                            SHEET
                                                                                                                                                                                                                                                        DATE: 15/03/2023                                              SIZE:
           RECORCONSULTING.COM                                                        REVISIONS                                                                                                                                                                            C42                     20220051          A1 D

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