Page 120 - ELBI - COMPENDIO 2022

TRATTAMENTO ACQUE METEORICHE

SUGGESTED PLANT FINAL DRAINAGE

DEGREASER IMHOFF TANK (a) COMPOSIZIONE IMPIANTO SCARICO FINALE
PUBLIC SEWER
(DG / DG-PRO) + Table 3

FILTRO (f)
CORSO D’ACQUA
VASCA
DEGREASER + SEPTIC TANK (a) COMPOSIZIONE IMPIANTO SCARICO FINALE
BI-CAMERAL DEGRASSATORE
PERCOLATORE
(a)
(DG / DG-PRO) IMHOFF Tabella 3
ANAEROBICO
FILTRO (f)
FILTRO
DEGREASER + TRI-CAMERAL DEGRASSATORE VASCA (a) PERCOLATORE CORSO D’ACQUA
VASCA
Tabella 3
SETTICA
(DG / DG-PRO) SEPTIC TANK (a) DEGRASSATORE IMHOFF PERCOLATORE SECONDARIA
ANAEROBICO

(a)
(c)
IMHOFF
(b)
AEROBICO

DEGREASER DEGRASSATORE ANAEROBIC FILTRO SETTICA
VASCA
EXPULSION GULLY
IMPIANTO A
(DG / DG-PRO) + IMHOFF TANK (a) + PERCOLATING FILTER + PERCOLATORE SECONDARIA
(c)
(a)
VASCA
IMHOFF
DEGRASSATORE
(FAN)
AEROBICO A
(b)
(a)
IMHOFF FANGHI ATTIVI
BASSO CARICO
SECONDARY
DEGREASER + IMHOFF TANK (a) + AEROBIC PERCOLATING + IMPIANTO A
VASCA
(DG / DG-PRO) DEGRASSATORE FILTER (FAE) (b) FANGHI ATTIVI A SUB-IRRIGATION

SEPTIC (c)
VASCA
FITO-
DEGRASSATORE
(a)
IMHOFF DEPURAZIONE (d) Table 3
(a)
BASSO CARICO
IMHOFF
BIOLOGICAL TREATMENT
DEGREASER + IMHOFF TANK (a) + THROUGH LOW LOAD
IMPIANTO A FANGHI ATTIVI AD
(DG / DG-PRO) DEGRASSATORE ACTIVATED SLUDGE FITO-
VASCA

DEGRASSATORE
(a)
(d)
PROCESS (FBC) DEPURAZIONE
IMHOFF OSSIDAZIONE TOTALE

DEGREASER IMHOFF TANK (a) PHYTO-DEPURATION (d)
+
(DG / DG-PRO) + DEGRASSATORE IMPIANTO A FANGHI ATTIVI AD

OSSIDAZIONE TOTALE
(f)
SCARICO SU SUOLO
BIOLOGICAL TREATMENT
DEGREASER + THROUGH EXTENDED VASCA TRATTAMENTO Tabella 4
DEGRASSATORE

(a)
(DG / DG-PRO) AERATION ACTIVATED IMHOFF SECONDARIO (g)
SLUDGE (FOT) (f)
SCARICO SU SUOLO
Tabella 4
DEGRASSATORE VASCA TRATTAMENTO DRAIN ON THE GROUND (e)
Table 4
(a)
DEGREASER IMHOFF TANK (a) SECONDARY SECONDARIO (g)
IMHOFF
(DG / DG-PRO) + + TREATMENT (f)
IRRIGAZIONE
(h)
Tabella 4 (g)
DEGRASSATORE VASCA (a) TRATTAMENTO IRRIGATION

Table 4
IMHOFF
DEGREASER + IMHOFF TANK (a) + DRIVEN SECONDARY SECONDARIO SPINTO
(h)
(DG / DG-PRO) TREATMENT IRRIGAZIONE
DEGRASSATORE VASCA TRATTAMENTO Tabella 4
(a)
IMHOFF SECONDARIO SPINTO
DEGREASER ANAEROBIC
(DG / DG-PRO) + IMHOFF TANK (a) + PERCOLATING FILTER
(FAN)

DEGREASER AEROBIC PERCOLATING SECONDARY STREAM (e)
+
(DG / DG-PRO) + IMHOFF TANK (a) + ELBI S.p.A. – Amministrazione e stabilimento: Via Buccia, 9 – 35010 LIMENA (PD) – Partita I.V.A. 00838770287
FILTER (FAE)
SEPTIC
(b)
(c)
Table 3
Tel. 049 8840677 – Fax Commerciale 049 8841610 – Fax Amministrativo 049 769675 – Internet: http://www.elbi.it – E-mail: info@elbi.it
Stabilimento e deposito: Via delle Magnolie – 70026 MODUGNO (BA) – Tel. 080 5316843 – Fax 080 5316822
BIOLOGICAL TREATMENT
DEGREASER THROUGH LOW LOAD 2/3
ELBI S.p.A. – Amministrazione e stabilimento: Via Buccia, 9 – 35010 LIMENA (PD) – Partita I.V.A. 00838770287
(DG / DG-PRO) + IMHOFF TANK (a) + ACTIVATED SLUDGE
Tel. 049 8840677 – Fax Commerciale 049 8841610 – Fax Amministrativo 049 769675 – Internet: http://www.elbi.it – E-mail: info@elbi.it
PROCESS (FBC)
Stabilimento e deposito: Via delle Magnolie – 70026 MODUGNO (BA) – Tel. 080 5316843 – Fax 080 5316822

DEGREASER 2/3
(DG / DG-PRO) + IMHOFF TANK (a) + PHYTO-DEPURATION (d)
BIOLOGICAL TREATMENT
DEGREASER + THROUGH EXTENDED
(DG / DG-PRO) AERATION ACTIVATED
SLUDGE (FOT)
Note:
a) Imhoff tanks are usually preferred instead of septic tanks. Check local ordinances before the installation of septic tanks as they could be only allowed in case of replacement within existing
plants or if required by local government.
b) The outlet of the aerobic percolating filters is fitted on the bottom of the tanks. In case of no slope to allow washing off the filter, it is recommended to uplift the sewage liquid in order to force
its drainage.
c) The outlet of the aerobic percolating filters is fitted on the bottom of the tanks. Solid particles flow away spontaneously. It is recommended to install after the aerobic percolating filters an
additional septic tank in order to avoid that solid particles may contaminate the environment.
In case of drainage directly on soil, the secondary septic tank must be installed also after anaerobic filters.
d) When phytodepuration is carried out after degreaser and imhoff tanks an absorption area of 4/6 m2/E.P. is required.
In case of phytodepuration as refining tertiary system an absorption area of 1 m2/E.P. is required
e) A stream must guarantee at least 120 days p/year of water flow. If this flow is not ensured, the final outlet has to be considered as wastewater on soil
f) For secondary treatment systems, please contact us.
g) For system with final destination as irrigation, please contact us.
N.B. Prior to installation, always contact the local responsible for obtaining the necessary permits for the dumping of the waste.
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