App D - Effluent

                      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