Referenced Doc - Effluent - MCU24/0071

                                 SOIL CHARACTERISTICS                          TRENCH/BED CONSTRUCTION:
                                                                                - EXCAVATE WITH LASER LEVEL                                                                                                                                         IOS AT THE END OF




                                                                                                                                              TABLE 5.1 AS3500.1
                                                                                                                                                MIN COVER PER
                                                                                - RIP LEVEL OF BASE ≈300 to 400mm                                                                               BACKFILL                                            EACH DISTRIBUTION                                      TYPICAL WARNING SIGN
               SOIL TEXTURE               SANDY CLAY LOAM OVER SANDY CLAY
                                                                                - RE-EXCAVATE BACK TO CORRECT LEVEL                                                                                                                                 PIPE
                                                                                                                                                                                                                                                                                                            - COMPLYING WITH AS 1341.9 AT
                                                                                                                                                                                                                                                                                                              BOUNDARIES OF LAA                             REVISIONS
                STRUCTURE                       MODERATELY STRUCTURED              USING A LASER LEVEL                                                                                                                                                                                                      - CLEAR VISIBLE TO PROPERTY
                                                                                - GYPSUM BASE AT 1kg/m2                                                                                                                                                                                                       USERS                         #    DATE       SUBJECT           AUTHORISED
              SOIL CATEGORY                                  5                  - PLACE DISTRIBUTION PIPE ENSURING THEY                                                                                                                                                                                     - WORDING SUCH AS "RECYCLED     A    27/05/2024 REVISION A        C. TAYLOR
                                                                                                                                                                                                COMPACTED PIPE                                                                                                WATER - AVOID CONTACT -




                                                                                                                                                                   75 od 75
                                                                                   ARE LEVEL                                                                                                    SUPPORT (SIDE AND
                                                                                - PLACE AGGREGATE THEN FILTER CLOTH                                                                                                                                                                                           DO NOT DRINK"
               PERMEABILITY                          0.06 - 0.12 m/DAY                                                                                                                          OVERLAY)
                                                                                - REPLACE EXCAVATED TOP SOIL
                                                                                - ALLOWANCE TO BE PROVIDED FOR RAIN                                                                             COMPACED BEDDING
           DESIGN LOADING RATE                          10 mm/DAY                                                                                                                                                                                                                                           75mm x 50mm HARDWOOD
                                                                                   WATER SHEDDING AND FUTURE SETTLEMENT                                                                                                                                                                                     POST OR 100mm TREATED
                                    DESIGN VOLUME                               - GRASS TO PROMOTE EVAPOTRANSPIRATION                                                           75 od 75                                                                                                                    LOG

              WATER SUPPLY                   BORE WATER AND RAIN WATER
            VOLUME ALLOWANCE                         150 L/PERSON/DAY                                                                        TYPICAL PIPE TRENCHING                                                                  IOS/FLUSH POINT                                     WARNING SIGN
           NUMBER OF BEDROOMS                         2x 1-BR CABINS
            DESIGN POPULATION                           4 PERSONS                                                                                                                                                                                                                                                                                 TAYLOR ENVIRONMENTAL
           TOTAL DESIGN VOLUME                          600 L/DAY                                                                Ø32OD Ø26ID PN12.5 LILAC
                                     TREATMENT
                                                                                                                                 COATED PIPE FROM OSSF

             TYPE OF FACILITY                    AUSSIE TREAT MODEL 20                                                            6-OUTLET DISTRIBUTION BOX,
                                                                                                                                  INSTALLED LEVEL ON A PRE-CAST                                                                                                          IOS/FLUSH POINT AT
                APPROVAL                                 09 - 2022                                                                SLAB/PAVER OR BEDDED IN CONCRETE                                                    ∅100 SLOTTED PIPE                                  END OF EACH PIPE
             TREATMENT LEVEL                     ADVANCED SECONDARY
          SERVICING REQUIREMENTS                        QUARTERLY
                                   DISPOSAL AREA
                                                       TRENCHES
             DISPOSAL METHOD
                                                 WITH ∅100 SLOTTED PIPE




                                                                                                                                                                                                                                                                                 600
              AREA REQUIRED                          A = Q/DLR = 60m²
                INSTALL AS                  6 TRENCHES x (0.6m x 17m) = 61m²




                                                                                                                                                                                                                                                                                          8600
                                                                                                                                                                                                                                                                                 1000
              RESERVE AREA                  6 TRENCHES x (0.6m x 17m) = 61m²                                             ∅100 uPVC DWV DRAINAGE
                                                                                                                         1:60 MIN GRADE                                                                                                                                                                                                            QBCC LICENCE NUMBER 150 556 72
                          PUMP DUTY (PUMP STATION TO OSSF)                                                                                                                                                                                                                                                                                           ABN NUMBER 37 147 807 420
                   PIPE                              ∅32od ∅26id PN12.5
                                                                                                                                                                                                                                                                                                                                                        PHONE: 0400 301 364
                  LENGTH                                100m & 55m                                                                                                                                                                                                                                                                                 EMAIL: [email protected]
                                                                                                                                                                                                                                                                                                                                                    WEB: www.taylorenviro.com.au
                HEADLOSS                                    4m
               FRICTION LOSS                                6m
               TOTAL LOSS                                   10m
                FLOW RATE                                60 L/MIN
                                                    10m HEAD @ 60 L/MIN                                                                                                                                       15000
                                                                                                                                                                                                                                                                                                                                                WASTEWATER TREATMENT &
                PUMP DUTY
                                                                                                                                                                                                                                                                                                                                                EFFLUENT DISPOSAL SYSTEM
           TRANSFER TIME [200L]                           3.33 MIN                                                                                                                                            17000
                               PUMP DUTY (OSSF TO LAA)
                                                                                                                                                                                                                                                                                                                                            AUTHORISED FOR ISSUE             DATE
                   PIPE                              ∅32od ∅26id PN12.5
                  LENGTH                                    5m
                                                                                                                                                                                                TYPICAL PLAN VIEW                                                                                                                                                         27/05/2024

                HEADLOSS                                    2m                                                                                                                                                                                                                                                                              STREET ADDRESS
               FRICTION LOSS                                3m                                                                                                                                                                                                                                                                              486 TABLELANDS ROAD, COORAN 4569
               TOTAL LOSS                                   5m                  STORMWATER DIVERSION                                                                                                                                                                                                                                        LOT & PLAN
                                                                                                                                             TOP SOIL                                                                                                                                                                                       LOT 2 RP165079
                FLOW RATE                                60 L/MIN                                                                                                                                      IOS
                                                                                                     NATURAL
                                                                                                               SLOPE =
                                                                                                                                                                                                                                                                                                                                            COUNCIL
                PUMP DUTY                           5m HEAD @ 60 L/MIN                                                    7%
                                                                                   300 100




                                                                                                                                                                                                           DISTRIBUTION AGGREGATE                                                                                                           NOOSA COUNCIL
           TRANSFER TIME [200L]                           3.33 MIN                                                                                                                                         (20-40mm)
                                                                                                                       300 100




                                                                                                                                                                                                                                           ∅100 SLOTTED PIPE                                                                                NAME OF CLIENT
                                                                                                                                                                                     300 100




                                                                                                                                                                                                                                              FILTER CLOTH                                                                                  THOMPSON
                                                                                               600                                                                                                                                                                                                                                          DESIGNER
                                                                                                                                                                                                                           300 100

                                                                                                                1000                   600                                                                                                                                                                                                  C. TAYLOR




                                                                                                                                                                                                                                                            300 100
                                                                                                                                                                              1000               600                                                                                                                                        DRAWN




                                                                                                                                                                                                                                                                                                 300 100
                                                                                                                                                                                                                    1000             600                                                                                                    M. MAHONY
                                                                                                                 RIP BASE AND SPREAD GYPSUM AT 1kg/m²                                                                                                1000               600                                                                 DRAWING DETAILS
                                                                                                                                                                                                                                                                                        1000                       600                      DETAIL
                                                                                                                                                                                                                                                                                                                                            JOB NUMBER
                                                                                                                                                                                                                                                                                                                                            TE24855
                                                                                                                                                                                                                                                                                                                                                 SCALE         REVISION        DWG #
                                                                                                                                                                                               TYPICAL SECTIONAL VIEW
                                                                                                                                                                                                                                                                                                                                                 N/A              A              SL3

Document Set ID: 23040840
Version: 1, Version Date: 31/05/2024