6.2.4    Connection of several tanks 
Two or more tanks may be connected via the 
designated areas near the bottom of the tanks by 
means of manufacturer’s special seals and (customer 
furnished) basic drainage pipes.  The apertures must 
be drilled using the manufacturer’s special crown bit in 
the appropriate size. The distance between the tanks 
should not be less than 24”/600 mm and the pipe must 
extend at least 8”/200 mm into the tanks. 
6.3     Insertion and filling 
Lower the tank (or tanks) carefully into the 
prepared trench. If the tank is inserted into 
the water-table, fill it 1/3 full with water 
before starting to fill in around it. If the tank 
is entirely aboved the water-table, this step 
may be omitted, however, partially filling 
the tank prior to back-filling is highly 
recommended. 
Fill in the pit around the tank using pea 
gravel (maximum grain size 8/16) in 1 ft (30 
cm) increments until reaching about 6″ 
(15cm) over the top of the tank.  At that 
point you may switch to soil and finish filling 
the trench.  Individual layers must be well 
compacted  by  hand;  mechanical 
compaction machines must not be used 
under any circumstances. 
6.4  Telescopic dome shaft (pedestrian) 
Pedestrian load-bearing dome shaft can handle weights of up to 330 
lbs/150 kg for short periods, and 110 lbs/50 kg for extended periods 
of time. 
Important: To prevent loads from being transferred onto the tank, 
pea gravel  (max. grain size 8/16) is filled in in layers around 
the telescope  and is evenly compacted. Damage to the tank 
dome  and telescope must be avoided during this step. The 
cover is then positioned and closed to prevent entry by children. 
Tighten the threaded connection on the cover tightly to 
prevent unauthorized access. 
6.5  Telescopic dome shaft (passenger vehicle load 
bearing) 
Vehicle load-bearing dome shafts are designed to bear a maximum 
axle load of 4850 lbs. 
If the tank is installed under areas used by passenger cars, the 
collar area of the telescope  (black) must be supported with 
concrete  (load class B25 = 0.356 psi/250 kg/m²). The layer of 
concrete to be installed must be at least 12″/300 mm wide and 
approx. 8″/200 mm high all around. The minimum coverage above 
the shoulder of the tank is at least 31.5″/800 mm (max. 
41.3″/1050 mm with telescope, coverage up to max. 47.2″/1200 
mm possible with intermediate section). 
Attention: Use the cast iron cover in all circumstances.