Effluent Disposal Report_compressed

 Notes
Levels shown are
approximate and are sourced
from local council mapping                                                                                                                                                                                          N
or information provided by
the client. These levels are
solely to demonstrate the
functionality of the system.
Actual floor height is to be
confirmed with the builder
prior to installation.
All pipe work from the
structure to the proposed                                                                                                                                            Proposed
system should be covered                                                                                                                                             Amenities Block
and adequately vented and                                                                                                         Proposed Advanced                  (Approx RL 81)
                                                                                                                    Proposed
be vermin/insect proof.                                                                                                           Secondary
                                                                                                     0m             4000L
All work carried out should                                                                       29                              Treatment Plant
                                                                                                                    Septic
meet relevant                                                                                                                     (Approx RL 83)                      Proposed
                                                                                                                    Tank
codes/standards and be done                                                                                                                                           4000L
by an appropriately qualified                                                                                                                                         Septic
and licensed person.                                                                                                                                                  Tank
Proposed system should be
constructed in a way to                                                                      Proposed                                                                  Proposed
maximize evapotranspiration                                                                  Amenities Block                                                           450L
and minimize potential                                                                       (Approx RL 84)                                                            Pump
pooling and runoff.                                                                                                                                                    Well
If plans were not available at
the time of investigation
further reporting and design                                                                                                             Proposed
work may be needed prior to                                                                                                              4000L
council submission and                                                                                                                   Septic                  32-40mm Pump Well line
installation.                                                                                                              Proposed      Tank                    (Burried in a 200mm sand layer)
Care is to be taken not to                                                                                                 Amenities
compact,smear or damage                                                                                                    Block
the soil structure during
installation (This can lead to
premature failure).
If structures have been built
since our initial investigation
(Including neighboring
                                                                           82m




structures) please contact us
to confirm this will not
adversely effect the design.
Final landscaping and                                                                  BH4
installation should discourage                                                         PT2
and limit causal pedestrian
                                                                     BH5
access.(By way of plantings,                                                                           32mm Delivery line
                                                                     PT3
border, mounds, visual and                                                                             (Burried in a 200mm sand layer)
or physical deterrents)
The owner should obtain
knowledge on how to use
                                                           Slope
and maintain the proposed                                                        BH3
                                                           16-22%
system. Most of this is                                                          PT1
available from your chosen
supplier/installer.
This report must be                   Reserve Area         Proposed Surface
approved by the local council                              Irrigation Area - 400sqm
prior to any work                                          (10x 40m)
commencing.                                                (Approximate RL 101)
The effluent disposal
report must be
accompanied by a Site
Classification Report. If
the Site Classification is
H1,H2, E or P an
articulation joint will need
to be designed by a
person licensed to do so.

Client- QRE Consruction
Site - 332 Eastern Branch Road, Kin Kin
                                                                                                                                                                                                   Ground Drill Pty Ltd
Date - 11/11/22
                                                                                                                                  Abbreviations                                                    Sunshine Coast, QLD.
Job# - 22/388
                                                                                                                                  BH : Borehole           DCP : Dynamic Cone Penetrometer          QBCC # 150 345 80
Scale - 1 : 2000 @ A4 (Site features are approximate-Do not scale)
                                                                                                                                  PT : Percolation Test   HD : Heavy Droplet Lilac Sprinkler       E: [email protected]
                                                                                                                                  TV : Turf Valve         RWT : Rain Water Tank                    W: www.grounddrill.com.au
                                                                                                                                                                                                   P: 0407 035 220