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18556-C122_[C]

Attached to the e-mail IDAS Form 5 - Minor Change Application - 64 Gateway Dr Noosaville.

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                                                                                                                                                                       EXISTING 1050Ø STORMWATER
                                                                                                                                                                       PIPE AT 0.26% HAS CAPACITY
                                                                                                                                                                       OF 1450 l/s




                                                                                                                                                                        CUL-DE-SAC SAG




                                                                                                                                                                                                                                                           EXTERNAL CATCHMENT FLOW CALCULATIONS




                                                                                                                                    GATEWAY DRIVE
                                                                                                                                                                                                                                                           Catchment EXT A
                                                                                                                                                                                                                                                           Q10 Flow = (1.47 x 0.88 x 173 ) / 360 = 622 l/s
                                                                                                                                                                                                                                                           Q100 Flow = (1.47 x 1.00 x 251 ) / 360 = 1025 l/s
                                                                                                                                                                                                                                                           Catchment EXT B
                                                                                                                                                      EXT B                                                                                                Q10 Flow = (0.32 x 0.88 x 173 ) / 360 = 135 l/s
                                                                                                                                                                                                                                                           Q100 Flow = (0.32 x 1.00 x 251 ) / 360 = 223 l/s
                                                                                                                                                      0.32ha
                                                                                                                                                                                                                                                           Catchment EXT C
                                                                                                                                                                                                                                                           Q10 Flow = (1.00 x 0.88 x 173 ) / 360 = 423 l/s
                                                                                                                                                                                                                                                           Q100 - Q 10 travels east into Venture Drive
                                                                                                                              EXT A
                                                                                                                              1.47ha                                                                                                                       Total Flows to Gateway Drive Cul-de-sac - Catchments Ext A, Ext B and Ext C
                                                                                                                                                                                           VENTURE DRIVE                                                   Q 10 Flow = 1180 l/s (Travels through existing 1050Ø Stormwater pipe)
                                                                                                                                                                                                                                                           Q 100 Flow = 1248 l/s
                                                                                                                                                                                                                                                           Overland flow through our site = 491 l/s




                                                                                                                                                    EXT C
                                                                                                                                                    1.00ha




                                                                                                                                                       GATEWAY DRIVE




                                                                                                                                                                                                                                                                                                                                                                         0      20        40    60m

                                                                                                                                                                                                                                                                                                                                                                             Scale 1:1000 @A1
                                                                                                                                                                                                                                                                                                                                                                             Scale 1:2000 @A3

     COPYRIGHT ©                                                                  Associated Consultants   Client                                                                             Drawn         Verified   Project                                                                                 Drawing Title                                                   Scale            Sheet Size
This drawing is subject to                                                                                                                                                                    M.K.P.        D.R
copyright in accordance with the                                                  PIVOTAL PERSPECTIVE      64 GATEWAY DRIVE                                                                   Designed      Verified
                                                                                                                                                                                                                       64 GATEWAY DRIVE, NOOSAVILLE                                                             STORMWATER DRAINAGE                                            AS SHOWN            A1
agreement between Tod
                                                                                  PLANNING CONSULTANT      PTY LTD
Consulting pty ltd (tc) and tc's
client. This drawing shall only be                                                4/59 MARY STREET
                                                                                                                                                                                              M.K.P.        D.R                                                                                                 EXTERNAL CATCHMENT                                             Drawing Number
used for this specific project.
                                                                                  NOOSAVILLE, QLD 4566
                                                                                                                                                                                              Approved
                                                                                                                                                                                              D. REYNOLDS
                                                                                                                                                                                                            RPEQ No
                                                                                                                                                                                                            9072
                                                                                                                                                                                                                       RP DESCRIPTION: LOT 9 ON RP251589                                                        PLAN                                                           18556 - C122
                                                                                                                                                    Noosa: 07 5449 9600                                                LOCAL AUTHORITY: SUNSHINE COAST
This drawing shall not be used        C   03.12.19 STORMWATER AMENDED    M.K.P.                                                     Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                              Signed        Date       MCU APPROVAL: MCU 12/0060.02                                                                       0      10     20    30     40    50       60         Sheet             Revision
for construction until marked as                                                                                                             PO Box 61, Noosaville, QLD 4566                                                                                       HORIZ DATUM: LOCAL
'issued for construction' in the      A   10.09.19 ISSUED FOR APPROVAL   M.K.P.
revision description.                Rev Date Revision Description       Drawn
                                                                                                                                  [email protected]      www.todconsulting.com
                                                                                                                                                    ABN 39 128 805 336                                      10.09.19
                                                                                                                                                                                                                       ROL APPROVAL:
                                                                                                                                                                                                                       OPW APPROVAL:
                                                                                                                                                                                                                                                                   VERT DATUM: AHD
                                                                                                                                                                                                                                                                   RL DATUM: PSM 13296                                         MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                22 of 23            C
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