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Approved Plans - RAL21-0003
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Log in to see the plans as drawn Notes
Levels shown are approximate
No plans were available for the proposed residence at the time of investigation
and are sourced from local
council mapping or information N
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 system should
be covered and adequately
vented and be vermin/insect Proposed Advanced
proof. Secondary ASTP
All work carried out should meet (Approx RL 183)
relevant codes/standards and be Reserve Area
done by an appropriately
BH5
qualified and licensed person. Proposed Lot 2
m
PT3
Proposed system should be
15
constructed in a way to
maximize evapotranspiration
Slope
and minimize potential pooling
Proposed Building 10-28%
and runoff.
If plans were not available at Envelope
BH4
the time of investigation further Proposed PT2
reporting and design work may Residence
be needed prior to council (Approx RL 185) Proposed Covered Surface
submission and installation. 17m Irrigation Area - 240sqm
Care is to be taken not to (30 x 8m)
sompact,smear or damage the (Approx RL 186-183)
soil structure during installation BH3
(This can lead to premature PT1 2m
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) Proposed Lot 1
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.
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- Tectonic Geotechnical
Site - Proposed Lot 2, 108 Black Mountain Range Road, Black Mountain
Ground Drill Pty Ltd
Date - 22/03/21
Abbreviations Sunshine Coast, QLD.
Job# - 20/373-2
BH : Borehole DCP : Dynamic Cone Penetrometer QBCC # 150 345 80
Scale - 1 : 1100 @ A4 (Site features are approximate-Do not scale)
PT : Percolation Test HD : Heavy Droplet Lilac Sprinkler E: [email protected]
Document Set ID: 21426326 TV : Turf Valve RWT : Rain Water Tank W: www.grounddrill.com.au
Version: 1, Version Date: 24/03/2021 P: 0407 035 220
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