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PLASTIC MOULDINGS 

V

IA DELL

ARTIGIANATO

,

 

6

 

 

61026

 

LUNANO

 

(PU)

 

 

I

TALY 

 

T

EL

.

 

+39

 

0722

 

722801

 

 

F

AX 

+39

 

0722

 

70599

 

 

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EB

:

 

www.rototec.it

 

 

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MAIL

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[email protected] 

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[email protected]

  

VAT

 

and TAX

 

CODE

  

01476690415

 

 

C

OMPANY 

C

APITAL

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120.000,00 

CCIAA

 

(C

HAMBER OF 

C

OMMERCE 

R

EG

.

 

N.)

 

12602

 

P

ESARO

 

 

 

 

 

DEPURO ONE Use and Maintenance Manual, Rev. 00 of 27/01/2016 

Page 12 of 13

 

   

 

 

20/30cm

5mt

60°

1

5

/2

0

c

m

Topsoil

Topsoil

WATER

1)

WATER

3)

WATER

2)

WASHED

GRAVEL 2/6

4)

WASHED

GRAVEL 2/6

5)

TOPSOIL

Washed gravel 2/6

Topsoil

Topsoil

Topsoil

Extension chamber

Topsoil

Topsoil

Topsoil

Washed gravel 2/6

Extension chamber

Washed gravel 2/6

Topsoil

Topsoil

Extension
chamber

Vent pipe

Cover

Concrete

slab

Cover

Concrete

slab

Washed gravel 2/6

Topsoil

Topsoil

Concrete slab

Topsoil

Cover

1. 

EXCAVATION 

 

1.1

 

Excavate a hole of suitable  dimensions  with  a flat  bottom, leaving a space of at least  20/30 

cm around the tank. In the presence of heavy ground (e.g. clayey subsoil and/or groundwater) the 
distance  must  be  at  least  50  cm.

 

Spread  a  15/20cm  deep  layer  of  2/6  washed  gravel  on  the 

bottom of the excavation to allow the tank to rest on a uniform and level base. Excavated material 
must not be used as backfill. 
The excavation must be a minimum of 1 m from any structures.

 

 
 
 

 

2. 

BACKFILL AND FILLING 

 

2.1 

Place

 

the  totally  empty  tank

 

on  a  bed  of  2/6  washed  gravel  spread  at  the  bottom  of  the 

excavation, gradually fill the tank with water and at the same time backfill with 2/6 washed gravel. 
Continue with successive layers of 15/20cm, filling the tank and then backfilling with gravel. Fill the 
tank  to  3/4  of  its  capacity  and  backfill  the  last  40cm  with  topsoil  (NOT  clayey/limey  material, 
NOT  excavated  material)
.  To  prevent  excessive  pressure  on  the  tank,  NEVER  use  backfill 
material with sharp edges. 
N.B.  For  installation  in  more  severe  conditions  (groundwater,  clayey  soils  or  in  sloping  ground), 
refer to chapter 3 “Exceptional Installation”. 

 

 

2.2  After  the  tank  has  been  filled  and  the  excavation  suitably  backfilled,  gradually  cover  with 
topsoil  (NOT  clayey/limey  material,  NOT  excavated  material)  to  a  depth  of  30/40cm,  leaving 
the inspection covers exposed. In this way, the area concerned is suitable for pedestrian traffic
while the  transit  of motor vehicles  within 2 m of the  excavation is prohibitedN.B.  To render  the 
site trafficable by motor vehicles, refer to chapter 4 “Trafficability” 

 
 

 

2.3 EXTENSION INSTALLATION 

 

If the tank is installed at a depth of 30/40cm and the site is to remain open to pedestrian traffic, it is 
advisable to install the Rototec PE extension  directly on the inspection holes. In the case where 
the  tank  is  installed  deeper  than  that  previously  indicated,  which  constitutes  an  unfavourable 
and  not  recommended  condition,  adhere  scrupulously  to  the  instructions  reported  in  chapter  4 
"Trafficability".
 The technician  responsible for  the installation  will follow  the instructions reported 
in the two paragraphs according to the installation depth. 

 
 
 

2.4 PUMP/BIOGAS VENT CONNECTION 

 

a)  When  installing  a  pump,  whether  internally  or  externally,  always  install  an  open-air  vent,  free 
and  correctly  sized  to  prevent  the  formation  of  a  vacuum  and  deformation  of  the  tank  when  the 
pump is running. After connecting the vent, make the connections and check them.  
b) In order to prevent the formation of bad smells and, consequently, enable the treatment plant to 
function efficiently, ALWAYS connect a pipe (PVC or PE) to the connection point provided for the 
biogas  vent  on  the  tank  cover.  Run  the  pipe  to  the  highest  point  of  the  building  or  along  the 
downpipes, but in any case higher than the level of the roof.  
The pipe indicated on the drawing for venting is not included in the supply.  
 
 
 
 

2.5 MANHOLE INSTALLATION 

 

The  installation  of  manholes  or  covers  of  weight  exceeding  50kg 
must always be solid with the concrete slab, suitably designed for the 
load  to  support  and  exerting  a  uniformly  distributed  load  over  the 
tank.  The  slab,  therefore,  must  NOT  be  constructed  directly  on  the 
tank  but  must  rest  on  undisturbed,  load-bearing  ground.  AVOID 
constructions  in  brickwork  which  would  compromise  maintenance 
and/or eventual replacement of the tank. 

 
 
 
 
 

Содержание DEPURO ONE

Страница 1: ...415 COMPANY CAPITAL 120 000 00 CCIAA CHAMBER OF COMMERCE REG N 12602 PESARO DEPURO ONE Use and Maintenance Manual Rev 00 of 27 01 2016 Page 1 of 13 UNI EN12566 3 CERTIFIED Domestic Sewage Treatment Pl...

Страница 2: ...ewage treatment levels of the system High sewage treatment efficiency Wide range of models for dwellings of 2 to 40 Population Equivalents Simpler maintenance and reduced management costs Easy and che...

Страница 3: ...to stable non putrescible compounds as follows organic substance O2 new bacteria CO2 H2O working as aerobic bacteria organic substance new bacteria CO2 CH4 H2S H2O working anaerobic bacteria The diffe...

Страница 4: ...st tank The physical process of gravity separation combined with the cold anaerobic digestion processes that take place in this first tank result in an over 50 reduction of the solid and organic compo...

Страница 5: ...61 31 2 DEPURO04ONE 1150 1720 1360 1340 110 362 906 906 362 800 240 61 31 4 DEPURO07ONE 1710 1350 1000 980 125 629 1432 1432 629 1400 420 91 31 7 DEPURO10ONE 1710 1625 1240 1220 125 760 1765 1765 760...

Страница 6: ...ng Install the tanks scrupulously following the installation instructions supplied by ROTOTEC Paragraph 9 DEPURO ONE plants must always be installed underground Blowers compressors Diaphragm type air...

Страница 7: ...wo blower compressors to be managed independently Each blower has an ON OFF switch a thermal cut out and a digital timer to adjust when it is turned on and off The thermal cut outs are connected to a...

Страница 8: ...olled anaerobic digestion phenomena leading to an over production of biogas and bad smells Furthermore the reduction in the volume available in the digestion compartment and the excessive production o...

Страница 9: ...s of the year use a strainer to periodically remove any larvae that may proliferated following the reduction in the dispersion effect of the oxygen Blowers compressors The blowers do not have any movi...

Страница 10: ...rototec It PEC rototec pec it VAT and TAX CODE 01476690415 COMPANY CAPITAL 120 000 00 CCIAA CHAMBER OF COMMERCE REG N 12602 PESARO DEPURO ONE Use and Maintenance Manual Rev 00 of 27 01 2016 Page 10 o...

Страница 11: ...let or outlet pipes G For the choice of backfill material and compaction methods refer to European Standards UNI ENV 1046 and UNI EN 1610 H During the installation works mark the boundary of the worki...

Страница 12: ...backfilled gradually cover with topsoil NOT clayey limey material NOT excavated material to a depth of 30 40cm leaving the inspection covers exposed In this way the area concerned is suitable for pede...

Страница 13: ...he bottom of the excavation must be covered by a bed of 2 6 washed gravel and the sides of the tank backfilled with gravel diameter 20 30mm to aid drainage For tank filling and backfilling see para 2...

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