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5.2. Excavations

Load-bearing soil is required as subsoil! 
The following EV2 value is required for 
the soil compaction: 45 MN/sqm.

To provide sufficient working space, 
which can also be compacted, the 
footprint of the excavations must exceed 
the tank size by 

 400 mm (for a 

trafficable variant) and by 

 200 mm (for 

a walkonable variant) on each side.

For a walkonable variant, the tanks can 
be placed directly next to each other, for 
a trafficable variant the tanks required 

 400 mm distance between each other.

The distance of the excavations from 
fixed structures must be at least 1.00 m.

From excavation depth > 1250 mm, the 
excavations must be battered with a 
slope to DIN 4124 (with or without 
excavation supports – depending on the 
requirements and situation)

The depth of the pit must be dimensioned 
so that the maximum soil cover (see 
section 4 – installation conditions) above 
the tank is not exceeded. 
For all-year round use of the system, the 
tank and the water-carrying parts of the 

system must be installed at a frost-free 
depth. In general the frost-free depth is 
approx. 600 mm (Northern Germany) to 
approx. 1200 mm (Austria); contact the 
competent authority for the place of 
installation for more precise information.

A layer of gravel (max. grading range 
0-5 mm stone free, approx. 100-150 mm 
thick) is laid and compacted as the 
subbase/blinding layer.

5.2.1 Hillside location, slope, etc.

If the tank is installed in the immediate 
vicinity (< 5.00 m) of a hill, hillside or 
slope, a structurally designed retaining 

wall must be built to absorb the soil 
pressure; the wall must protrude above 
the tank dimensions by at least 500 mm 

and be a minimum distance of 1000 mm 
from the tank.

If the underground tanks are installed 
next to traffic areas, which is used by 
heavy vehicles (over 3.5 t) (e.g. adjacent 
road), the minimum distance of the tank 
from these areas should be at least equal 
to the excavation depth.

5.2.2 Installation next to trafficked areas (e.g. roads)

the named conditions for the excavations apply to all installation situa-
tions (the shallow variant has been illustrated here by way of example)

At least 1000 mm 
distance from fixed 
structures

Construction of slope (batter) or excavation supports from 
1.25 m excavation depth, to DIN 4124

installation at a frost-free depth is required for all-year use

Installation of several tanks:
- the tanks can be positioned directly next to each other for a walkonable version
- a compacting space at least 40 cm wide must be left between the tanks for a trafficable version

Blinding layer, gravel, max. grading range 0/5 mm stone-free, compacted

> 200 mm 
(walkonab-
le variant)

400 mm 
(trafficable 
variant)

Depending on 
the installation 
situation

Distance =

Excavation depth

Excavation depth

Summary of Contents for Rain4me

Page 1: ...rk must be carried out according to DIN 18300 DIN 4124 EN 1610 and the DWA A 139 and ATV DVWK A 127 standards Accessing the tank without appropriate soil cover is not planned and should be avoided sho...

Page 2: ...points Technical Data Tank Art No Weight kg L mm W mm H mm Material Basic 103000 approx 105 2230 1230 855 PE LLD Extension 103002 approx 105 2230 1230 855 PE LLD production related dimensional differ...

Page 3: ...with the values required in the installation instructions to deter mine whether it is suitable it is possible for the functional capability of the system or the tank connections to be impaired and th...

Page 4: ...one free approx 100 150 mm thick is laid and compacted as the subbase blinding layer 5 2 1 Hillside location slope etc If the tank is installed in the immediate vicinity 5 00 m of a hill hillside or s...

Page 5: ...utside the tanks by assembling straight pipe lengths and bends in the corners 1 x 90 87 2 x 45 or 3 x 30 for installation of the seals pipes see sketch above V 2 Lying installation possible extension...

Page 6: ...ow webs here slurrying must be used 5 5 Laying the connections The inlet pipe from the house to the tank must be laid with a gradient of at least 1 in the direction of flow the overflow pipe from the...

Page 7: ...rews can be removed and screwed back in on the inside of the dome to secure its position After backfilling the soil the screws should be removed again to prevent possible risk of injury in the dome ac...

Page 8: ...the joint between the plastic dome and the concrete frame not included in the scope of supply 6 4 Integral tank filter If an integral tank filter is used and it is not preinstalled it must be install...

Page 9: ...the cable from the float switch of the drinking water topup from the under ground tank to the service connection room in the house IMPORTANT Now plug the intermediate connector of the float switch in...

Page 10: ...nstallation Garden use only Inlet Overflow House garden use Blank pipe for hoses cable Overflow Opening must be closed Garden use only House garden use Inlet Opening must be closed Overflow Overflow W...

Page 11: ...check of the ventilation air supply and removal Compare the level in the store with the level indicator Check the visible pipes and cables for condition leaktightness fixing and corrosion Check the w...

Page 12: ...filtration system ACO sludge trap required for House and Garden Compact and Professional The piping from the tank to the sludge trap and on to the Stormbrixx must be laid with at least the same pipe d...

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