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Appendix G - Geotechnical Report
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
proof.
All work carried out should meet Proposed Covered Surface
relevant codes/standards and be Irrigation Area - 240sqm
done by an appropriately (20 x 12m)
220m A (Approx RL 187-186)
qualified and licensed person. pprox.
Proposed system should be
constructed in a way to
maximize evapotranspiration
and minimize potential pooling
and runoff.
If plans were not available at
the time of investigation further
reporting and design work may
be needed prior to council Proposed Proposed Lot 2
submission and installation. Residence
26m
Care is to be taken not to (Approx RL 188.5) Slope
sompact,smear or damage the 37%
Reserve Area
Blac
soil structure during installation
(This can lead to premature
k
failure). BH4
Mou
BH2 Slope
If structures have been built Slope PT2 5-15%
BH5
nt
since our initial investigation 25%
ain
PT3
(Including neighboring
15m
Ran
structures) please contact us to
confirm this will not adversely
ge R
effect the design. BH3
Final landscaping and installation PT1
oad
should discourage and limit BH1 Slope
2m
causal pedestrian access.(By 11-13%
way of plantings, border, Trees 10-25m
mounds, visual and or physical
deterrents) BH6
The owner should obtain
knowledge on how to use and Proposed Advanced
maintain the proposed system. Proposed Lot 1 Secondary ASTP
Most of this is available from Existing (Approx RL 188)
your chosen supplier/installer. Residence
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 - 07/12/20
Abbreviations Sunshine Coast, QLD.
Job# - 20/373
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]
TV : Turf Valve RWT : Rain Water Tank W: www.grounddrill.com.au
P: 0407 035 220
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