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9.
Installation under traffic areas up to HGV60
Description
1
Traffic area
Pavement
according
2
valid guidelines e.g. RStO
12
3
Top levelling course
2+3
Geotextile/plastic geomem-
4
brane
5
Side backfilling
6
Blinding layer
7
Trench bed
9. Installation under traffic areas up to HGV60
Table 3 Definitions of areas suitable for vehicle loading
Height
to
According
valid guidelines
Min. 400 mm
Min. 800 mm
Max. 2000 mm
To top edge
Blocks
800 – 100 mm
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Please note:
The infiltration ditch modules are in-
stalled and connected in accordance
with sections 6 and 7. Ventilation
heads should be installed in green
spaces.
The backfill materials of the different
soil layers may have a maximum spe-
cific weight of 20 kN/m³ [124.86
lbs/ft³].
The soil layers must be evenly distrib-
uted all round and compacted in layers
of max. 300 mm using light or medium
compaction equipment. A degree of
compaction Dpr of
achieved.
The use of compaction equipment
with vibration switched on is not per-
mitted.
Sudden backfilling with large earth
masses is not permitted.
Properties
Observe local conditions with regard to frost-
to
free installation depth
Macadam road base
Free from foreign objects
E
45 MN/m²
V2
Infiltration application: completely wrapped in
geotextile to prevent dirt ingress from the sur-
rounding soil
Retention application: 3-ply layer structure
(geotextile-sealing sheet-geotextile) to pro-
tect the sealing sheet and make the tank wa-
tertight
Gravel 8/16 mm [0.31/0.63"]
free from foreign objects (e.g. roots, shatter,
waste or organic material)
The permeability of the side backfill should
at least correspond to that of the existing soil.
Gravel 8/16 mm [0.31/0.63"]
Level layer, without sharp objects, large
stones or similar foreign objects
E
45 MN/m²
V2
Level, flat and load-bearing base consisting
of subsoil that allows infiltration
33 / 72
97% should be
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