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PLASTIC MOULDINGS 

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IA DELL

ARTIGIANATO

,

 

6

 

 

61026

 

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(PU)

 

 

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TALY 

 

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EL

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+39

 

0722

 

722801

 

 

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www.rototec.it

 

 

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CODE

  

01476690415

 

 

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120.000,00 

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HAMBER OF 

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OMMERCE 

R

EG

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N.)

 

12602

 

P

ESARO

 

 

 

 

 

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

Page 2 of 13

 

   

 

 

1. INTRODUCTION 
 

The  DEPURO  ONE  treatment  plant  constitutes  a  totally  biological  system  for  treating  domestic  sewage  and  assimilable 

effluent  (dwellings,  hotels,  restaurants,  etc.)  and  has  been  designed,  tested  and  certified  in  accordance  with  European 

standard  UNI  EN  12566:3  (Small  wastewater  treatment  systems  for  up  to  50  PT  –  Part  3:  Packaged  and/or  site 

assembled  domestic  wastewater  treatment  plants).  The  tests  were carried  out  at  the German  PIA  Gmbh  laboratory 

(NB 1739) which issued the certificate for the system as provided for by the European standard.

 

 

DEPURO ONE consists of two tanks: a primary tank for sludge separation, digestion and accumulation and an oxidation 

tank  with  recirculation  for  oxidising  the  pollutants  present  in  the  effluent.  Both tanks are manufactured  in plastic material 

(LLDPE) using rotational moulding technology. 

DEPURO ONE can guarantee high levels of domestic sewage purification as regards the principal reference parameters: 

BOD

5

, COD, SS (Suspended Solids) and N

tot

 (Total Nitrogen). 

 
Advantages of DEPURO ONE
 

Operating guarantee: the tests carried out according to the European standard under the control of a qualified 

laboratory certify the actual sewage 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 cheap to install: thanks to the lightweight components. 

Strength: strong and durable one-piece elements. 

Respect for the environment: polyethylene is 100% recyclable

.  

 

2. STANDARD UNI EN 12566-3 
 

European standard UNI EN 12566:3 (Small wastewater treatment systems for up to 50 PT – Part 3: Packaged and/or site 

assembled  domestic  wastewater  treatment  plants)  specifies  the  requirements,  test  methods,  marking  and  conformity 

assessment  of  packaged  and/or  site  assembled  domestic  wastewater  treatment  plants  for  a  population  of  up  to  50 

inhabitants.  The  standard  applies  to  plants  constructed  using  elements  in  concrete,  steel,  PVC,  Polyethylene  (PE), 

polypropylene (PP), fibreglass reinforced polyester, polydicyclopentadiene and flexible membranes. 

The standard specifies a series of tests that must be carried out by European laboratories qualified at European level. 

After having completed all the tests, the laboratory issues a certificate.  

The principal tests to which the plant is subjected are: 

 

Treatment efficiency test: the plant is tested under normal operating conditions for a period of 38 weeks and the 

actual treatment efficiency is determined. 

Watertightness test: the watertightness is tested on all tanks in the range.  

Structural behaviour test: simulation of an underground installation with a strength test carried out on the plant. 

 

As required by the European standard, the results of the tests carried out by the PIA Gmbh laboratory (NB 1739) on the 

DEPURO ONE are reported on the certificate and are available on request

Summary of Contents for DEPURO ONE

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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...

Page 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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