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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]

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                 EXISTING LEGEND
                                                     SUBJECT PROPERTY BOUNDARY
                               4.00                  MAJOR CONTOUR
                                                     MINOR CONTOUR
                                                     SEWER MAIN DN150 AC
                                                                                                                                                                                                                                                                           CM
                                                     WATER MAIN DN150 AC                                                                                                                                                                                                                     DR
                                                     U/G TELECOMMS
                                                     O/H ELECTRICITY
                                                     STORMWATER
                                                     FENCE


                                                                                                                                                                                                                                                                                         PROVIDE SAND BAGS IN KERB AND
                 PROPOSED LEGEND                                                                                                                                                                                                                                                         CHANNEL DOWNSLOPE OF CROSSOVER
                                                                                                                                                                                                                                                                                                                       10.700
                                                                                                                                                                                                                                                                                                                                                                                                               11.500
                                                                                                                                                                                                                                                                                                                                                                                                               11.4 00
                                                     AREA OF CLEARING/TOPSOIL REMOVAL
                                                                                                                                                                                                                                                                                                               TEMPORARY CONSTRUCTION
                                                     INLET PROTECTION                                                                                                                                                                                                                                          ENTRY/EXIT SEDIMENT TRAP
                                                                                                                                                                                                                                                                                                                                                                                                                   400
                                                     FLOW DIRECTION                                                                                                                                                                                                                                            REFER TO STD DRG IPWEA DS-140                                                                   11.
                                                                                                                                                                                                                                                                                DR
                                                                                                                                                                                                                                                                                                                                                                                                             00




                                                                                                                                                                                                                                                                                                                                    10
                                                     SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                                                                             LEO AL                                       .5




                                                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                       70
                                                                                                                                                                                                                                                                                                                                                                   LEY RO                              11




                                                                                                                                                                                                                                                                                                                                                                                                           11.
                              50.00                  MAJOR CONTOUR 0.50m INTERVAL




                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                             E (OH)
                                                                                                                                                                                                                                                                                                                                   10.50                                          AD           TEMPORARY CONSTRUCTION FENCING TO




                                                                                                                                                                                                                                                                                                                                                                                                               500
                                                     MINOR CONTOUR 0.10m INTERVAL                                                                                                                                                                                                                                                           0
                                                     DIVERSION DRAIN/BUND                                                                                                                                                                                                                                                                                                                      BE INSTALLED WITH LOCKABLE GATE TO
                                                                                                                                                                                                                                                                                                                                          00
                                                     LIMIT OF CLEARING                                                                                                                                                                                                                                                                .6                                                       BOUNDARY AS REQUIRED TO SECURE SITE
                                                                                                                                                                                                                                                                                                                                    10




                                                                                                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                            SE




                                                                                                                                                                                                                                                                                                                                                                                                          .4
                                                                                                                                                                                                                                                                                                                                                                                              WS




                                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                                        11.200




                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DR

                                                                                                                                                                                                                                                                                                                                10.20                                                                       00
          NOTE:                                                                                                                                                                                                                                                                                                                 10.00 0                                                                   .3
          ALL DISTURBED AREAS IN THE VERGE TO BE TOP SOILED                                                                                                                                                                                                                                                                           0                                                                 11
                                                                                                                                                                                                                                                                                                                                9.800
          AND TURFED ON COMPLETION.                                                                                                                                                                                                                                                                                            10.800
                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                               10.900                                                                11 .300                                                               E (OH)
                                                                                                                                                                                                                                                                                                                                                                                                    11 .200




                                                                                                                                                                                                                                    10.500
                                                                                                                                                                                                                                                                                                                                                                                                    11..100




                                                                                                                                                                                                                                                           10.800
                                                                                                                                                                                                                                                      10.
                                                                                                                                                                                                                                                                                                                                                                                                       000
                                                                                                                                                                                                                                                                                                                                                                                                   10.900




                                                                                                                                                                                                                                                                                10.900
       EARTH DISTURBANCE:




                                                                                                                                                                                                                                                       50 0
                                                                                                        EXISTIN                                                                                                                                                                                                                                                                                                                                                                            CM
                                                                                                                G INDU                                                                                                                                                                                                                                                                             10.900
        1.          DRAINAGE CONTROL MEASURES MUST BE IMPLEMENT AND MAINTAINED TO MINIMISE                    SHED STRIAL
                    WATER FLOW INTO AREAS OF EXPOSED EARTH.
        2.          SEDIMENT AND EROSION CONTROL MEASURES MUST BE IMPLEMENTED AND MAINTAIN TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                           11.00
                    PREVENT SOIL LOSS FROM EARTH DISTURBANCE AREAS AND PREVENT DEPOSITION BEYOND
                    EARTH DISTURBANCES AREAS.                                                                                                                                                                                 CP                                                                                                                FFL 10.925
        3.          NO RELEASE OF CONTAINMENTS TO LAND BEYOND ON-SITE AREA OF EARTH DISTURBANCE                                                                                                                             SP115737




                                                                                                                                                                                                                                                                                                                                                                                                                                            10.900
                    OTHER THAN RELEASES THAT ACHIEVE WATER       POLLUTANT CONCENTRATION RELEASE




                                                                                                                                                                                                                                                                                                                                                                                                                                                          10.900
                                                                                                                                                                                                                                                                                                                                                                                                                                                            .100
                    LIMITS OF:




                                                                                                                                                                                                                                                                                                                                                                                                                                                            .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                            .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                            .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                            .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                          11.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11
           a)       50mg/L TSS (Total Suspended Solids);                                                                                                                                                                                                                                                                                                                                                                                                                                 11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  11.500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11.5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                                                                                          10.900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .80
           b)       TURBIDITY UNITS (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND, 75 NTU, OR AS AGREED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11.800
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11.900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       00
                    WRITING BY AN OFFICER FROM COUNCIL EROSION AND SEDIMENT CONTROL (ESC), TEAM IN                                                                                                                                                                                                                                                                                                                                                                                                                                                   .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .100
                    COMPLIANCE OR REGULATORY SERVICES;                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        00
                                                                                                                                                                                                                                             SE
         c)         PH BETWEEN 6.5 AND 8.5 AT ALL TIMES.
        4.          MAINTAIN A WRITTEN RECORD TO DEMONSTRATE THAT WATER DISCHARGES FROM THE SITE,                                                                                                                                                                                                                                                                                           10.900
                                                                                                                                                                                                                                                                      SE
                    INCLUDING ANY DEWATERING OPERATIONS, MEET THE RELEASE LIMITS AS DETAILED IN (c) FOR                                                                                                                                               DR
                    WATER DISCHARGES FROM SITE THAT OCCUR DURING OR IMMEDIATELY AFTER A RAINFALL                                                                                                                                                                                                                     10.900
                    EVENT, AND DURING NORMAL BUSINESS HOURS. THE WATER QUALITY OF THE DISCHARGE FLOWS
                    MUST BE MEASURED AT EACH DISCHARGE POINT FROM THE SITE, INCLUDING BUT NOT LIMITED
                                                                                                                                                                                                               10.700
                                                                                                                                                                                                                10.
                    TO SEDIMENT BASIN OUTLETS, OTHER APPLICABLE SEDIMENT CONTROL DEVICES, THE SITE
                                                                                                                                                                                                                 10.




                                                                                                                                                                                                                                             10.800
                                                                                                                                                                                                                                                                                                                                                                                          10.900
                                                                                                                                                                                                                    600

                    WATER DRAINAGE SYSTEM, AND RECORDED AGAINST THE RELEASE LIMITS AT LEAST ONCE EACH                                                                                                                500
                    CALENDAR DAY UNTIL SUCH DISCHARGES STOPS.




                                                                                                                                                                                                                                                                                    10.900




                                                                                                                                                                                                                                                                                                                                                                                                                                              11.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ACTION
                                                                                                                                                                                                                                                                                                                                                   FFL 10.925




                                                                                                                                                                                                                                                                                                                                                                                                                         10.900
                                                                                                                                                                                                                                                                                                                                                                                                                             10
                                                                                                                                                                                                                                                                                                                10.900                                                                                                                         10.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                    0 .800




                                                                                                                                                                                                                                                                                                                                                                                                                                  .9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .600
                                                                                                                                                                                                                                                                                                                                                                                                                                                   100




                                                                                                                                                                                                                                                                                                                                                                                                                                  00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                  10.900                                                                                                                                    10.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                         20
                                                                                                                                                                                                       RP171235
                                                                                                                                                                                                                                                                                                                                                                                 10.800
                                                                                                                                                                                                                           DR         DR                                                                      .800
                                                                                                                                                                                                                                                                                                       EMT1M0
                                                                                                                                                                                                                                                                                                       MCH4540

                                                                                                                                                                                                                                                                                                        10.700
                                                                                                                                                                                                                                                                                                        10.100                                                              10.700                                                                                                                  PROVIDE SAND BAGS IN KERB AND
                                                                                                                                                                                                                                                                                                       10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CHANNEL DOWNSLOPE OF CROSSOVER
                                                                                                                                                                                                                                                                                                         .3
                                                                                                                                                                                                                                                                                                           00




                                                                                                                                                                                                                                                                                                       10.200                                                              10.600
                                                                                                                                                                                                                                                                                                                                                                          10.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                       DR
                                                                                                                                                                                                                                                                                                                                                                          10.2000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                          10.10
                                                                                                                                                                                                                                                                                                      10.100                                  CP                                                                                                                                                         DR
                                                                                                                                                                                                                                                                                                                                            SP137629
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CM


                                                                                                                                                                                                                                                                                                                                                                        10.000
                                                                                                                                                                                                                                                                            EXISTIN
                                                                                                                                                                                                                                                                                   G INDU
                                                                                                                                                                                                                                                                                  SHED STRIAL



              THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN
              DEMONSTRATING AN APPROACH TO EROSION & SEDIMENTATION CONTROL
              FOR THE SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AN
              EROSION & SEDIMENT CONTROL DESIGN AND A COMPLETED DESIGN
              CERTIFICATE PRIOR TO COMMENCEMENT OF WORK. CERTIFICATION MUST BE
              UNDERTAKEN BY A SUITABLY QUALIFIED, EXPERIENCED PROFESSIONAL.



                                                                                                                                                                                                                                                            CLIENT                                                       PROJECT                                      DRAWING
                                                                                                                APPROVED        DRAWN   JW
                                                                                                                CHARLES COOK                                                                                                                                                                                                                                                                                                                                                                                                                STATUS FOR APPROVAL
                                                                                                                                                                                                                                                                    ABODA DESIGN GROUP                                       SMALL INDUSTRIAL TENANCIES                             EROSION & SEDIMENT                                                      N
                                                                                                                RPEQ            DESIGN JW
                                                                                                                                                                                                                                                                                                                                                                                      CONTROL PLAN                                                                                                                                               PROJECT NO.   DRAWING NO.   REV NO.
                                                                                                                APPROVED DATE   CHECK   CC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0m                        5                   10
                                                                                                                30.10.24                                                                                                                                                                                                            4 LEO ALLEY RD,                                                                                                   W              E
 A ISSUED FOR APPROVAL                                                                       30.10.24    CC                                                                                                                                                                                                                                                                                                                                                                         A1 1:200
                                                                                                                SIGNED                                                                                                                                                                                                             NOOSAVILLE, QLD                                                                                                                                                                                                    240127   OPW-C-00220     A
 P1 ISSUED FOR DISCUSSION                                                                    02.10.24    CC                                  COPYRIGHT © All rights reserved.                  CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
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