SSE - TE249167 - 328 Upper Pinbarren Creek Road, Pinbarren Qld 4568

 NOTE: THE AES SYSTEM TREATMENT PLANT                                                                                                                                                           GENERAL NOTES:
   APPROVAL (TPA) 06-2024 LAPSES ON 1                                                                                                                                                            - LOCATION OF HSTP, ORG, VENT PIPE AND OTHER
    JANUARY 2024. THIS DESIGN MUST BE                                                                                                                                                               WASTE PIPES TO BE DETERMINED BY PLUMBER
INSTALLED PRIOR TO THIS DATE, OTHERWISE                                                                                                                                                          - REFER TO COMPLIANCE PERMIT FOR CONDITIONS OF
  A COUNCIL AMENDMENT MAY BE REQUIRED                                                                                                                                                               COUNCIL APPROVAL                                             REVISIONS
                                                                                                                                                                                                SEPTIC TANK / PUMPWELL:                           #    DATE       SUBJECT           AUTHORISED
                                                                                                                                                                                                 - TO BE INSTALLED AS PER MANUFACTURERS           A    06/11/2024 REVISION A        C. TAYLOR
                                                                                                                                                                                                    SPECIFICATION
                                                                                                                                                                                                 - SWIVEL KNUCKLE AND EXPANSION JOINTS TO BE
                                                                                                                                                                                                    INSTALLED ON INLET PIPE
                                                                                                                                                                                                 - SUBMERSIBLE TRANSFER PUMP WITH PUMP
                                                                                                                                                                                                    FAILURE ALARM
                                                                                                                                                                                                 - VENTING AS PER AS3500.2 SECTION 12.6.3

                                                                                                                                                                                                AES SYSTEM:
                                                                                                                                                                                                 - TO BE INSTALLED AS PER MANUFACTURERS
                                                                                                                                                                                                    SPECIFICATIONS AND BY A SUPPLIER APPROVED
                                                                                                                                                                                                    PERSON
                                                                                                                                                                                                 - DEEP RIP BASE OF BED AND SPREAD GYPSUM AT
                                                                                                                                                                                                    1kg/m2                                            TAYLOR ENVIRONMENTAL
                                                                                            PROPOSED PARTITIONED SEPTIC TANK FOR GREYWATER                                                       - 150mm MIN TOPSOIL OVER AES SAND BED
                                                                                                                                                                                                 - GRASS/TURF OVER BED
                                                                                             · 3000L (MINIMUM) CAPACITY                                                                          - NO TREES WITHIN 2m OF BED
                                                                                             · EG: EVERHARD POLY 3000L #87003 SIMILAR                                                            - 3m HIGH VENT AND VELOCITY REDUCER REQUIRED
                                                                                             · EXACT LOCATION TO BE CONFIRMED BY INSTALLER                                                          FOR PUMPED DELIVERY
                                                                                             · INSTALL SUBMERSIBLE TRANSFER PUMP IN SECOND
                                                                                                CHAMBER:
                                            APPROX LOCATION OF LEACHATE                         ·· DAVEY D25VA (OR EQUIVALENT) WITH DUTY
                                                 DRAIN TO BE ABANDONED                              OF 40 L/MIN @ 10m HEAD
                                                                                                ·· PUMP FAILURE ALARM
                                                                                                ·· VENTING AS PER AS3500.2 SECTION 12.6.3
                                                COMPOSTING TOILET TANK
                                            (CLIVUS MULTRUM). RE-DIRECT
                                          LEACHATE TO NEW SEPTIC TANK
                                                                                                                             1940

                                                                                                15000                                                              22%
                                                                                                                                                                         SLO
                        DAM                                                                                                                                                 PE

                                                                                                                                                                                                                                                        QBCC LICENCE NUMBER 150 556 72
                                                                      E




                                                                                                                                         RESERVE AREA
                                                                  HOM




                                                                                                                                                                                                                                                           ABN NUMBER 95268308955
                                                             TINY




                                                                                                                                                                                                                                                             Phone: +61 400 301 364
                                                                                                                                                                                                                                                         Email: [email protected]
                                                            1br




                                                                                                                                                                                                                                                          Web: www.taylorenviro.com.au




                                                                                                                     12900
                                                                                                                                                                                                                                                  WASTE WATER TREATMENT &
                                                                                                                                                                                                                                                  EFFLUENT DISPOSAL SYSTEM




                                                                                                                                        200
                                                                          APPROX CUT BANK                                                                        INSTALL 1m LONG VELOCITY                                                         AUTHORISED FOR ISSUE             DATE




                                                                                                                                            0
                                                                                                                                                                 REDUCER AND 3m TALL 'HIGH
                                                                                                                                                                 VENT' AT DELIVERY POINT                                                                                          06/11/2024

                                                                                                                                                                                                                                                  STREET ADDRESS
                                                                                                                                                                                                                                                  328 UPPER PINBARREN CREEK RD, PINBARREN
                                                                                                                                             LAND APPLICATION AREA                                                                                LOT & PLAN
                                                                                                                                              · AES BED [TPA 06-2024]                                                                             LOT 3 RP851976
                                                                                                                                              · 12.9m LONG x 1.94m WIDE = 22m²                                                                    COUNCIL
                                                                                                                                              · 1 ROW OF 4 AES PIPES
                                                                                                                                              · CURVE AROUND SLOPE AS REQUIRED                                                                    NOOSA SHIRE
                                                                                                                                              · ESTABLISH GRASS OVER FINISHED BED. TO BE MOWN                                                     NAME OF CLIENT
                                                                                                                                                 REGULARLY BY HOMEOWNER                                                                           VIKI DIOSZOGI
                                                                                                                                              · NO TREES PERMITTED WITHIN 2m OF BED
                                                                                                                                              · DRIVING OVER LAND APPLICATION AREA TO BE                                                          DESIGNER
                                                                                                                                                 GENERALLY AVOIDED. DO NOT PARK ON THE BED                                                        C. TAYLOR
                                                                                                                                              · STORMWATER TO BE DIVERTED AWAY FROM BED
                                                                                                                                                                                                                                                  DRAWN
                                                                                                                                              · THIS LAND APPLICATION AREA IS DESIGNED FOR A
                                                                                                                                                 MAXIMUM HYDRAULIC LOADING OF 300L/DAY                                                            M. MAHONY
                                                                                                                                              · 100% RESERVE AREA TO BE LEFT CLEAR OF                                                             DRAWING DETAILS
                                                                                                                                                 PERMANENT STRUCTURES
                                                                                                                                RISING MAIN                                                                                                       PROPOSED WORKS
                                                                                                                                  · ∅32od ∅26id PN12.5 LILAC
                                                                                                                                                                                                                                                  JOB NUMBER
                                                                                                                                     COLOURED POLYETHYLENE
                                                                                                                                  · INDICATIVE ALIGNMENT SHOWN                                                                                    TE249167
PROPOSED WORKS                                                                                                                    · BURY PER AS3500.1                                                                                                 SCALE         REVISION          DWG #
            1:200 @ A3                                                                                                                                                                                                                                1:200             A              SL2