Appendix E - Soil and Effluent Disposal Report

 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 Cabin 2
system should be covered                          Proposed Cabin 4         Proposed Cabin 3                        (Approx RL 120)              Proposed Septic Tank
and adequately vented and                         (Approx RL 121)          (Approx RL 122)                                                      (1200L) & Pump Well
be vermin/insect proof.                                                                                                                         (Approx RL 120)
All work carried out should
meet relevant
                                                                                                                                                                                             Proposed Cabin 1
codes/standards and be done
                                                                                                                                                                                             (Approx RL 121)
by an appropriately qualified
and licensed person.
Proposed system should be                                                                                                                                                                                 Proposed Advanced
constructed in a way to                                                                                                                   BH7                                                             Secondary ASTP
maximize evapotranspiration                                                                                                                                                                               (Approx RL 121)
and minimize potential                                                                                                                              Slope
pooling and runoff.                                                                                                                                 3%
                                                                                                           Creek
If plans were not available at                                            Slope                                                                        Creek




                                                                                                                                                                                                                2m
the time of investigation                                                 8%
                                                                                          BH6
further reporting and design
work may be needed prior to
council submission and                                                                                                                                                          B8
installation.                                                                                                                                                                                                        2m
Care is to be taken not to                                               BH3                                                                                                                     BH9
compact,smear or damage
                                                    15m
                                       55




the soil structure during                                                                                                                                                                                BH10
                                        m




installation (This can lead to                                                                                                                                                         11m
premature failure).
If structures have been built                                                          Proposed Advanced
since our initial investigation               BH5                BH4                   Secondary ASTP
                                                                15                                                                                                                                       Proposed Surface
(Including neighboring                           8m                  m
                                                                                       (Approx RL 120.5)
                                                                                                                                                                                                         Irrigation Area - 160sqm
structures) please contact us
                                                                                                                                                                                                         (16 x 10m)
to confirm this will not




                                                                                                                                                                                           m
                                                                                                                                                                                                         (Approx RL 121)




                                                                                                                                                                                        91
adversely effect the design.
Final landscaping and
                                                                               Proposed Surface
installation should discourage
                                                                               Irrigation Area - 160sqm
and limit causal pedestrian
                                                                               (16 x 10m)
access.(By way of plantings,
                                                                               (Approx RL 119.5)
border, mounds, visual and
or physical deterrents)
The owner should obtain                                                                                                                  BH1
knowledge on how to use
and maintain the proposed                                                                                                                 BH2
system. Most of this is                                                    Creek
available from your chosen                                                                                                                                                     Creek
supplier/installer.
This report must be
approved by the local council
prior to any work
commencing.
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- M. McGee
Site - 157 Lawnville Road, Black Mountain
                                                                                                                                                                                                           Ground Drill Pty Ltd
Date - 29/11/22
                                                                                                                                      Abbreviations                                                        Sunshine Coast, QLD.
Job# - 22/408
                                                                                                                                      BH : Borehole           DCP : Dynamic Cone Penetrometer              QBCC # 150 345 80
Scale - 1 : 1600 @ 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