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Slope Stability AG-220616-RPT-G-01_[Rev A]
Notes
Levels shown are
approximate and are sourced
from local council mapping
or information provided by N
the client. These levels are
solely to demonstrate the
functionality of the system. Proposed Fixed Surface
Actual floor height is to be Irrigation Area - 240sqm
confirmed with the builder (12 x 20m)
prior to installation. (Approx RL 119)
All pipe work from the
structure to the proposed
system should be covered
and adequately vented and
be vermin/insect proof.
All work carried out should
meet relevant
codes/standards and be done
by an appropriately qualified BH4
BH5
and licensed person. PT2
PT3
Proposed system should be
constructed in a way to
maximize evapotranspiration
and minimize potential
pooling and runoff. 2m
If plans were not available at
BH3 Proposed Advanced
the time of investigation
PT1 Secondary ASTP
further reporting and design
Reserve Area (Approx RL 126)
work may be needed prior to
council submission and
installation.
Care is to be taken not to
compact,smear or damage
the soil structure during
20m
installation (This can lead to
premature failure).
Slope 27-30%
If structures have been built
since our initial investigation
(Including neighboring
structures) please contact us Proposed Residence
to confirm this will not (Approx RL 130)
adversely effect the design.
Final landscaping and
82
installation should discourage
m
and limit causal pedestrian
Ap
access.(By way of plantings, BH2 BH1
pro
border, mounds, visual and
x.
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 Typical Fixed Surface Installation (NTS)
supplier/installer.
Heavy
This report must be
Droplet
approved by the local council
Sprinkler
prior to any work
commencing.
The effluent disposal
report must be
accompanied by a Site
Classification Report. If
300mm
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- Bliss Homes & Renovations
Site - Lot 8 Hinterland Close, Tinbeerwah
Ground Drill Pty Ltd
Date - 16/06/22
Abbreviations Sunshine Coast, QLD.
Job# - 22/224
BH : Borehole DCP : Dynamic Cone Penetrometer QBCC # 150 345 80
Scale - 1 : 750 @ 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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