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Site Classification Report
Notes
Levels shown are
approximate and are sourced
from local council mapping N
or information provided by
the client. These levels are
93m
solely to demonstrate the
functionality of the system.
Actual floor height is to be
Proposed Sub-Surface
10m
confirmed with the builder
Irrigation Area - 240sqm
prior to installation.
(20 x 12m)
All pipe work from the
(Approx RL 68)
structure to the proposed
system should be covered
and adequately vented and BH7
PT3 Slope 20% BH6
be vermin/insect proof. Reserve Area
PT2
All work carried out should
meet relevant
codes/standards and be done
by an appropriately qualified
and licensed person. BH5
Proposed system should be PT1
constructed in a way to 10-30m
maximize evapotranspiration 22 Trees
m
and minimize potential
pooling and runoff.
If plans were not available at
the time of investigation TP3 Slope 27%
further reporting and design
work may be needed prior to
council submission and
installation. 10-30m
Care is to be taken not to Trees TP2 Slope 27%
compact,smear or damage
the soil structure during 10-30m
Slope 12-16%
Ridgline Trees
installation (This can lead to
TP4 TP1
premature failure).
If structures have been built
since our initial investigation
(Including neighboring
structures) please contact us
to confirm this will not 10-30m
adversely effect the design. Trees
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 Proposed Shed Proposed Advanced Proposed Residence
available from your chosen (Approx RL 65) Secondary ASTP (Approx RL 81)
supplier/installer. (Approx RL 68)
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- Sarah Waller Architecture
Site - 178 Davis Road, Cootharaba
Ground Drill Pty Ltd
Date - 22/06/2
Abbreviations Sunshine Coast, QLD.
Job# - 22/237
BH : Borehole DCP : Dynamic Cone Penetrometer QBCC # 150 345 80
Scale - 1 : 900 @ 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
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