Effluent Disposal Report - RFI - RAL26-0015 · RAL26/0015

 Notes
Levels shown are
approximate and are
sourced from local council
mapping or information
                                                                                                                                                                                                                                               N
provided by the client.
These levels are solely to
demonstrate the                                                                                          Proposed Advanced
functionality of the system.                                                                             Secondary ASTP
Actual floor height is to be
confirmed with the builder                                          Possible
prior to installation.                                              Residence
All pipe work from the
structure to the proposed                                                                                                    Proposed Covered Surface
system should be covered                                                                                                     Irrigation Area - 240sqm
and adequately vented and                                                                                                    (20 x 12m)
be vermin/insect proof.
All work carried out should
meet relevant
codes/standards and be
                                                                                    BH1                         BH2
done by an appropriately
qualified and licensed                                                         x.
person.                                                                  Appro                                        30
                                                                    30m                                                  m
Proposed system should be                                                  Min.                                       10 App
                                                                      1 0m                                               m    r
constructed in a way to                                                                                    Slope 2%        Mi ox.
                                                                                                                             n.
maximize
                                                                                          Reserve Area
evapotranspiration and                              Dam
minimize potential pooling
and runoff.
If plans were not available
at the time of investigation
further reporting and
design work may be
needed prior to council
submission and installation.
Care is to be taken not to
sompact,smear or damage
the soil structure during
installation (This can lead
to premature failure).
If structures have been
built since our initial
investigation (Including
neighboring structures)
please contact us to
confirm this will not
adversely effect the design.
Final landscaping and
installation should
discourage and limit causal
pedestrian access.(By way
of plantings, border,
mounds, visual and or
physical deterrents)
The owner should obtain
knowledge on how to use
and maintain the proposed
system. Most of this is
available from your chosen
supplier/installer.
This report must be
approved by the local
council prior to any work
commencing.




                                                                                                                                                                                                                     M & K Bennett Pty Ltd ATF The Bennett
Client- J. Franz                                                                                                                                        Abbreviations                                                Family Trust T/A
Site - Proposed Lot 7, 434 Lake Cooroibah                                                                                                               BH : Borehole           DCP : Dynamic Cone Penetrometer      Onsite Wastewater Design
Date - 14/07/26                                                                                                                                         PT : Percolation Test   HD : Heavy Droplet Lilac Sprinkler   Gympie, QLD.
Job# - 24/377                                                                                                                                           TV : Turf Valve         RWT : Rain Water Tank                QBCC # 150 345 80
Scale - 1 : 900 @ A4 (Site features are approximate-Do not scale)                                                                                                                                                    E: [email protected]
                                                                                                                                                                                                                     W: www.wastewaterdesign.com.au
                                                                                                                                                                                                                     P: 0493615672