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21556-C001_C500 & SWCLC - full set

Attached to the e-mail 25 Pavilion St - Response to information Request - OPW22/0104.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6RP809059




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                                                                                                                                                                                                                                                                                                                                                                                                         2-A                     9                                                 1RP189023

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                                                                                                                                                                                                                                                                   6                                                                                                                                  0.5237 ha
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                                                                                                                                                                                                                                                                                                             0.1328 ha                                                                                    1                                       0.6328 ha         20SP316902

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                                                                                                                                                                                                                                                                                                                             CATCHMENT PLAN
                                                                                                                                                                                                                                                                                                                                             SCALE 1:500
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1% CROSSFALL



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OVERLAND FLOW PATH CAPACITY TABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MANNING'S FORMULA ... Q = A . R 0.67. Sf 0.50. n -1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (Sf = 3.2% : n = 0.015)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DEPTH (dg) CAPACITY (Q) VELOCITY (V)           dg.V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.050 m        132 l/s          1.26 m/s    0.06 m²/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.092 m        479 l/s          2.08 m/s    0.19 m²/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.100 m        567 l/s          2.22 m/s    0.22 m²/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.150 m       1201 l/s          2.96 m/s    0.44 m²/s




                                                                                                                COPYRIGHT ©                                                                                 Associated Consultants                   Client                                                                                                Drawn                         Verified                          Project                                                                        Drawing Title                                                                         Scale                               Sheet Size
                                                                                                                                                                                                                                                                                                                                                           JF                            DR
                                                                                                                This drawing is subject to
                                                                                                                copyright in accordance with
                                                                                                                                                                                                            SURVEYORS & PLANNERS                     JNE DEVELOPMENTS P/L                                                                                                                                                  25 PAVILION ST, POMONA                                                         STORMWATER DRAINAGE                                                                                                         A1
                                                                                                                the agreement between TOD                                                                   LAND SURVEYING DYNAMICS (LSD)                                                                                                                  Designed                      Verified
                                                                                                                Consulting Pty Ltd (tc) and tc's
                                                                                                                                                                                                            p 0412 666 516                                                                                                                                 JF                            DR                                RESIDENTIAL SUBDIVISION                                                        CATCHMENT PLAN & CALCULATIONS                                                         Drawing Number
                                                                                                                client. This drawing shall only
                                                                                                                be used for this specific project.                                                          e [email protected]                                                                                                               Approved                      RPEQ No                           RP DESCRIPTION            21SP316902                                                                                                                                         21556-SWCLC
                                                                                                                This drawing shall not be used                                                              w www.landsurveyingdynamics.com                                           Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190               D. REYNOLDS                   9072                              LOCAL AUTHORITY           NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                           MCU APPROVAL              -                   HORIZ DATUM MGA 2020                             0     10     20     30    40     50      60                           Sheet                                Revision
                                                                                                                for construction until marked as                                                                                                                                                 PO Box 61, Noosaville, QLD 4566                           Signed
                                                                                                                                                      A    11.04.22   OPW SUBMISSION                JF                                                                                [email protected]     www.todconsulting.com                                                                                ROL APPROVAL              RAL21/0017          VERT DATUM AHD
                                                                                                                'Issued For Construction' in the
                                                                                                                revision description.                Rev    Date      Revision Description        Drawn                                                                                               ABN 39 128 805 336                                                                                      11.04.22     OPW APPROVAL              -                   RL DATUM    (PSM112428) 98.616                       MEASUREMENT BAR - INCREMENTS IN mm                                       14 of 14                        A
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