The "GAZEBO" TREATMENT IN CONTINUOUS FOR WATER OF FIRST RAIN, prefabricated in vibrated reinforced concrete, are monobloc and made using RcK> 400 Kg/sqcm vibrated on metallic caissonns and steam seasoned, reinforced with inner ribs, open face, with total elimination of porosity and gravel nests, with internal steel reinforcement with upgraded adhesion and electrically-welded square mesh type Fe B44K, factory tested, in compliance with Antiearthquake law Cat. 1.

The cycle of purification/treatment develops him through various sections what decantazione, disoleazione and coalescence filtering, without aid of electric tide (absence of organs elettromeccanici).

Firms, public corporations and privacies.

Squares, parking lot, stations of restocking fuels, industry, etc.

Coverages carrabili/pedonabili, traps, coverings interni/esterni (resinature and paintings), sensor survey level oils, material special (steel inox and others).

Table 1 - Spillway

TYPE		EXTERNAL SIZE			SPILLWAY (A)	DRIVEWAY COVERING LIGHT TRAFFIC load 20 ql./mq. (B)		(A) + (B)	DRIVEWAY COVERING HEAVY TRAFFIC load 70 ql./mq. (C)		(A) + (C)
Code	Nominal size l/s	Wid. cm.	Len. cm.	Hei. cm.	Wei. ql.	Thick. cm.	Wei. ql.	Wei. ql.	Thick. cm.	Wei. ql.	Wei. ql.
SPC-01	NS 1,5	140	160	100	25	16	8	33	20	10	35
SPC-02	NS 2	140	160	100	25	16	8	33	20	10	35
SPC-03	NS 4	140	160	100	25	16	8	33	20	10	35
SPC-04	NS 6	140	160	100	25	16	8	33	20	10	35
SPC-05	NS 8	140	160	100	25	16	8	33	20	10	35
SPC-06	NS 10	140	160	150	30	16	8	38	20	10	40
SPC-07	NS 15	140	160	150	30	16	8	38	20	10	40
SPC-08	NS 20	140	160	150	30	16	8	38	20	10	40
SPC-09	NS 30	140	160	150	30	16	8	38	20	10	40
SPC-10	NS 40	140	160	150	30	16	8	38	20	10	40
SPC-11	NS 50	160	180	150	40	16	11	51	20	14	54
SPC-12	NS 65	160	180	150	40	16	11	51	20	14	54
SPC-13	NS 80	160	250	150	52	16	14	64	20	18	70
SPC-14	NS 100	160	250	150	52	16	14	64	20	18	70

Table 2 - Silting tank / Oil separator

TYPE S-I-II UNI EN 858			EXTERNAL SIZE			SILTING TANK OIL SEPARATOR (A)	DRIVEWAY COVERING LIGHT TRAFFIC load 20 ql./mq. (B)		(A) + (B)	DRIVEWAY COVERING HEAVY TRAFFIC load 70 ql./mq. (C)		(A) + (C)
Code.	Nominal size l/s	diameter of input pipes	Wid. cm.	Len. cm.	Hei. cm.	Wei. ql.	Thick. cm.	Wei. ql.	Wei. ql.	Thick. cm.	Wei. ql.	Wei. ql.
DSD-01	NS 1,5	Ø100	140	160	250	42	16	10	52	20	12	54
DSD-02	NS 2	Ø100	140	160	250	42	16	10	52	20	12	54
DSD-03	NS 4	Ø125	140	160	250	42	16	10	52	20	12	54
DSD-04	NS 6	Ø150	160	180	250	59	16	11	70	20	18	77
DSD-05	NS 8	Ø150	160	250	250	71	16	14	85	20	18	89
DSD-06	NS 10	Ø150	160	290	250	77	16	17	94	20	20	97
DSD-07	NS 15	Ø200	200	250	250	82	16	19	101	20	22	104
DSD-08	NS 20	Ø200	250	250	250	92	16	24	116	20	28	120
DSD-09	NS 30	Ø250	250	325	250	112	16	31	143	20	38	150
DSD-10	NS 40	Ø300	250	450	250	144	16	43	187	20	52	196
DSD-11	NS 50	Ø300	250	550	250	163	16	52	215	20	64	227
DSD-12	NS 65	Ø300	250	650	250	190	16	62	252	20	76	266
DSD-13	NS 80	Ø400	250	750	250	217	16	72	289	20	88	305
DSD-14	NS 100	Ø400	250	950	250	262	16	92	354	20	114	376

All of the products included in the table are branded

FOR HIGHER TREATMENT POTENTIALS, PLEASE CONTACT THE MARKETING DEPARTMENT
THE "light traffic" DRIVEWAY COVERINGS ARE PROVIDED WITH CLASS C250 CAST IRON INSPECTION MANHOLES
THE "heavy traffic" DRIVEWAY COVERINGS ARE PROVIDED WITH CLASS D400 CAST IRON INSPECTION MANHOLES
THE MINIMUM THICKNESS OF THE FOOTING SHALL BE 20 cm, AND IT SHALL BE REINFORCED WITH A DOUBLE ELECTROWELDED STEEL MESHWORK, diam. 8 mm, mesh 20x20 cm.
A 3-5 cm THICK SAND LAYER SHALL BE PLACED ABOVE THE FOOTING TO LAY THE PREFABRICATED STRUCTURES
THE DIMENSIONS OF THE PREFABRICATED STRUCTURES ARE INDICATIVE. GAZEBO S.p.A. RESERVES THE RIGHT TO A FEW CENTIMETRES' TOLERANCE


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