Appendix D - Effluent Disposal System

                                                                                                                                                                                                    INT
                                                                      VP

                                                               BATH
                                                                                  BED 3           BATH

                                                                                                                               BED 2
                                           LIVING                     IO
                   ALFRESCO




                                                                                                                                                                                                       ER
                                                                                                 IO



                                                                                                                                IO   EJ
                                                                                                                                      S & EJ
                                                                                                                                      EJ
                                                                                          PROVIDE MIN. 300mm OF COVER           IO
                                                                                                                                     IO
                                                                                                 OVER DRAINAGE LINES

                  **SITE SOIL PROFILE
                 CLASSIFICATION -'M - P'**




                                                                                                                                                                                                                                                              LA
                NOTE:

                SWIVAL AND EXPANSION JOINTS WILL
                BE REQUIRED AS PER THE AS2870-2011.
                                                                                                                                          DN100mm UPVC SEWER LINE LAID
                REFER TO THE ATTACHED SCHEMATIC
                                                                                                                                              AT A MINIMUM 1.65% GRADE




                                                                                                                                                                                                                                                           N
                FOR INSTALLATION DETAILS.


                                     ENS
                                                                                                                                                                         IO S & EJ
                                                                                  KITCHEN                                                                                EJ ORG      EJ
                                                                                                                PTY
                                                                                                                               LDY
                                                      LIVING
                                                                                                              PWD                                                                                              CLIENT:-                  __________
                                                                                                                     IO
                BED 1           IO                                                                                                                                       IO S & EJ
                                                                                                                                                                                     IO
                                             VP
                                                                                                                          IO                                             EJ
                                                                                                                                                                               EJ
                                                                                                                                                                                                               CLIENT:-                  __________

                                                                                                                                                             GARAGE                                            DATE:-                    __________
                                                                                                            OFFICE
                                                                                                                                                                                                               BUILDER:- _ _ _ _ _ _ _ _ _ _

                                                      ALFRESCO                                                                                                                                                 DATE:-                    __________
                                                                                                                                                                                           S & EJ
          SPA                                                                                                                                                                             IO
                                                                                                                                                                              250
                                                                                                                                                                                 0

SEWER DRAINAGE DESIGN
                                  BBQ AREA
DRAINAGE LENGTH OUTSIDE OF DWELLING
                 = 22.816M
[email protected]%    = 377MM OF FALL                                           POOL                                                                                                                                             www.envirowaterdesign.com.au
                                                                                                                                                                                                                                  M: 0427 287 600
MINIMUM COVER                                                                                                                                                                                         E: [email protected] - A: PO Box 639, Hervey Bay Qld 4655

AT HEAD OF LINE  = 300MM                                                                                                                                                                                            QBCC 15336345 ABN 35 622 809 376

DN 100MM OD PIPE = 110MM
                                                                                                                                                                                                    PROJECT:

                                                                                                                                                                                                          PROPOSED RESIDENCE

NOTE:
                                                                                                                                                                                                    CLIENT:

                                                                                                                                                                                                         BROWYN SMIDT & KENNETH CLUCAS

BOTTOM OF INLET TO THE WASTE WATER SYSTEM
                                                       SEWER DESIGN
                                                                                                                                                                                                    REAL PROPERTY DESCRIPTION:
                                                                                                                                                         ALL CONSTRUCTION WORK TO BE                      LOT 8 ON RP162815
TANK TO BE A MINIMUM 787MM BELOW FINISHED                                                                                                                 CARRIED OUT BY A QUALIFIED,                     8 HINTERLAND CLOSE
GROUND LEVEL OUTSIDE OF DWELLING. SEWER
                                                                                                                                                              LICENSED INSTALLER                          TINBEERWAH
DRAINAGE TO BE LAID AT A MINIMUM 1.65% GRADE


                                                         CONCEPT
ALLOWING 300MM OF COVER AT THE HIGHEST
                                                                                                                                                                                                    DRAWN:                        DESIGNED:                   QBCC



POINT. ( A LASER LEVEL IS HIGHLY RECOMMENDED)                                                                                                            CONTRACTOR TO VERIFY ALL                      M.ALLWOOD                              A.SMITH                    15336345

SEWER DRAINAGE IS A CONCEPT ONLY AND WILL BE                                                                                                         MEASUREMENTS ON-SITE PRIOR TO THE              SCALE:                       DATE:                        JOB NO.

                                                                                                                                                                                                               1:125                     24/01/2024                      EWD4896
AS CONSTRUCTED ON-SITE AS PER LOCAL                                                                                                                  COMMENCEMENT OF ANY SUCH WORKS.
AUTHORITY REQUIREMENTS.                                                                                                                                                                               THESE DESIGNS ARE COPYRIGHT AND ARE NOT TO BE USED   SHEET SIZE:     SHEET:
                                                                                                                                                                                                     OR REPRODUCED WHOLLY OR IN PART WITHOUT THE WRITTEN
                                                                                                                                                                                                               CONSENT OF 'ENVIRO WATER DESIGN'                 A3           3 OF 6