tanks. cps. wastewater treatment systems · contents 3 contents mission ⇢ be the leading national...

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standartpark.ua

Сепаратори⇢нафтопродуктів OilLine

Сепаратори нафтопродуктів OilLine

Tanks. CPS. Wastewater Treatment Systems

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OIL SEPARATORS • SORPTION FILTERS • GREASE SEPARATORSTANKS • COMPLETE PUMPING STATIONS • WELLS

SEPTIC TANKS • BIOLOGICAL WASTEWATER TREATMENT PLANTS

Kyiv67 Peremohy Ave, building К+38 (044) [email protected]

Odesa21/49 Buhayivska St., office 45+38 (048) [email protected]

Dnipro 29 Pastera St., office 401+38 (067) [email protected]

Kharkiv20 O. Matrosova St., office 1+38 (057) [email protected]

Lviv359 Horodotska St.+38 (032) [email protected]

Ternopil8 Denysa Lukyanovycha St., bldg. 1/7+38⇢(067)⇢[email protected]

Ivano-Frankivsk9 Makukhy St.+38⇢(0342)⇢[email protected]

Uzhhorod1 O. Blystiva St., office 16+38⇢(067)⇢[email protected]

Zaporizhia13 O. Matrosova St.+38⇢(067)⇢[email protected]

standartpark.ua

waste water treatment systems

3Contents

ContentsMISSION

⇢ Be the leading national innovator in development of terrain and facilities to make the living space safe, appealing and harmonious with nature.

⇢ We stay close to our customers and partners trying to provide a high level of service and support.

Change the look of our buildings, backyards, streets and cities

standartpark.ua

About Us . . . ............................................... 04

Scope of Equipment ............................... 05

Fiberglass. Benefits 06

Oil Separators OilLine ............................ 07

OilLine S-200 vert. .......................... 08

OilLine S-200 horizont. ................... 09

OilLine S-700 vert. .......................... 10

OilLine S-700 horizont. ................... 11

OilLine S-1300 horizont. ................. 12

Design of Bypass Line for Horizontal Oil Separators ................ 13

Sorption Filter SorptionLine .................. 14

Combined Treatment SystemOilSorptionLine ......................................15

GreaseLine Grease Separators ..............16

GreaseLine GLE, GLE2 ......................16

GreaseLineS .......................................17

TankLine Tanks ................................. 18Service Fluid TanksTankLine TLT ....................................18Drinking Water StorageTanks TankLine TLD ........................19Special Purpose Tanks TankLine TLA ....................... 19

TankLineMax Collection Tanks ....... 20

Complete Pumping StationsPumpLineS.............................................. 21

PumpLineS with Valvesin a Separate Casing ..................... 22

PumpLineS with Two or MoreReceiving Chambers ...................... 22

PumpLineS with “Dry” Installation of Sewer Pumps ................................. 23

Complete Booster PumpStation PumpLineP ........................ 23

Sewer and Water Wells WellsLine ........ 24

WellsLineW ..................................... 24

WellsLineU UV-Desinfection Well .. 26

WellsLineF Water Wells ................. 26

Household Wastewater TreatmentSystems ................................................. 28

Septic SepticTankLine-1 ................. 28

Septic SepticTankLine-2 ................ 29

Septic SepticTankLine-3 ................ 29

BWTP BioLine ECO ......................... 30

BWTP BioLine CAS ......................... 31

BWTP BioLine SBR ......................... 32

BWTP Rainpark CAS Max .............. 33

Examples of Technical Solutions .......... 36

Installation Tips ...................................... 37

Rainpark’s Additional Equipment ......... 38

Shipped Products ................................... 39

...............................

5Scope of Equipment4

standartpark.ua

About Us

standartpark.ua

4

Scope of Equipment

We offer:

⇢ Surface wastewater treatment systems⇢ Sand traps⇢ Oil separators⇢ Sorption filters⇢ Integrated treatment systems⇢ Sewer pumping stations⇢ Grease traps⇢ Fire water tanks⇢ Special purpose containers⇢ Food containers⇢ Chemical resistant containers⇢ Drinking water containers⇢ Complete wells for engineering networks⇢ Wastewater treatment plants

For home construction

⇢ Wastewater treatment plants⇢ Septic tanks⇢ Rainwater collection tanks⇢ Complete pumping stations⇢ Complete wells for engineering networks

For civil and industrial construction

Standartpark Today

Product Range of Distributing and Engineering Network

650

Ukraine, Poland, Romania,Moldova, Russia, Belarus, Kazakhstan, Spain and the USA

International team

product lines,10 under own brands

over

people

over

15

9

Design department Design service

Sales officesManufacturing facilities6

International distributor and manufacturer, Standardpark has been operating in the area of wastewater collection, treatment and drainage, terrain arrangement and improvement, since 2000.

39

THE COMPANY’S PRODUCTION HAS BEEN CERTIFIED UNDER ISO 9001, AN INTERNATIONAL STANDARD FOR QUALITY

Surface water drainage

TM Standartpark

Wastewatertreatment systems

TM Rainpark

Pumps Pipes, drainage systems and wells

Grating for floorsand stairs

TM Gratepark

Indoor protectionfrom street dirt;

flooring

UrbanimprovementUrbanPark

Flat roof water drainage

systems

Stainless steel internal water

drainageTM Inoxpark

Manhole covers Geo materials Terrain improvementmaterials

countries of operatio

n

6 7

standartpark.ua

Oil Separators OilLine

Oil Separators OilLineFiberglass. Benefits

The concentration of pollutants in treated wastewater shall not exceed: for suspended substances — 15 mg/l, for petroleum products — 0.3 mg/l.

If wastewaters are additionally treated in a sorption filtering block, the concentration of pollutants in the treated water shall not exceed: for suspended substances — 5 mg/l, for petroleum products — 0.05 mg/l.

Oil separators OilLine are designed to trap and hold petroleum products and suspended substances in rainwater, meltwater and production wastewater. Wastewater oil separation systems can be used at parking lots, gas stations, garage complexes, industrial enterprises, shopping malls, manufacturing facilities, etc., where rainwater and meltwater may be contaminated with petroleum products and suspended substances.

The basic idea underlying the work of an oil separator is mechanical treatment of wastewaters. Once the wastewater gets through the first chamber of the oil trap, it settles, and coarsely dispersed pollutants (garbage, leaves, sand, etc.) gravitate to the bottom. To intensify the settling process, thin-layer settling units may be installed in this part of the facility.

Further, wastewater goes through coalescing filters, wherein oil particles coalesce and, due to a different density from that of water, float to the surface forming a film. The next step is to treat the wastewater in a polyurethane-foam-based filter block. Due to a complex structure of the material—a big number of pores (up to 98%), large free volume and hydrophobic properties—the pollutants penetrate and get trapped in the pores of the filtering material.

Fiberglass is a composite material consisting of a glass filler and polymeric adhesive. Fiberglass key properties include its high degree of corrosion resistance, low specific gravity, high strength, low thermal conductivity and dielectric properties.

⇢ Tailored approach to development and implementation of technical

solutions

⇢ Wide size range of up to 2,000 cubic m ⇢ Professional advice and equipment selection by our experts

⇢ Supervision of and professional advice on installation

⇢ Delivery of products fully ready for installation at your construction facility

⇢ Equipment certified in Ukraine and EU

⇢ Product casings are self-supporting, totally watertight, corrosion-resistant and repairable

⇢ Casing service life is over 50 years

BENEFITS OF CHOOSING TM RAINPARK EQUIPMENT

1. Unique identifi cation code of the product-type:

SHV-3-200-ST – OIL SEPARATOR FIBERGLASS, 3L/S, D. 1600, H=1650, VERTICAL, WITH COALESCENT FILTER AND BYPASS

2. Type / serial indefi cation number of the construction product (Article 11(4)):

Dimensional oil separatory range in fi ber glass with nominal debit between 1l/s up to 15l/s

3. Use / uses of the construction product, in accordance with the applicable harmonised technical specifi cation, as foreseen by the manufacturer:

Separators of light liquids (for example hydrocarbons) are applicable to light liquids separation plants when the latter are separated from wastewater by gravity and / or coalescence

4. Registered trade name and contact address of the manufacturer (Article 11(5)):

LLC «TENKI» 18028 Ukraine, Cherkassy, Chimikov av. 8/1

5. Name and contact address of the authorized representative (Article 12(2)):

S.C. STANDART PARK ROMANIA S.R.L. str. Preciziei, nr. 3F, sector 6, București, Romania

6. System / systems of assessment and verifi cation of constancy of performance of the construction product (Annex V):

Systems for the separation of light liquids from wastewater by gravity and or by coalescence

7. Declared performance:

8. The performance of the product identifi ed in point 1 and 2 is in conformity with the declared performance in point 7. This declaration of performance is issued under the sole responsibility of the manufacturer, identifi ed in point 4.

Signed for and on behalf of the manufacturer by:

CEONEGRU DOREL

10.10.2017Romania, Bucharest

Essential characteristics Performance Harmonised technical specifi cation

Liquid tightness E

SR EN 858-1:2002/A1:2005

Liquid tightness No water loss or leakage has been observedEffi ciency 1,97 mg/lResistance under load 85,7 kN* Durability 95,65 MPa

DECLARATION OF PERFORMANCE №RI-17.06.2017According to REGULAMENTULUI (EU) №305/2011

1. Unique identifi cation code of the product-type:

SG1L – FIBERGLASS GREASE/OIL SEPARATOR, 1L/S, D.1000, H=1600, VERTICAL (SG1L)

2. Type / serial indefi cation number of the construction product (Article 11(4)):

Dimensional grease separatory range in fi ber glass with nominal debit between 1l/s up to 8l/s

3. Use / uses of the construction product, in accordance with the applicable harmonised technical specifi cation, as foreseen by the manufacturer:

Separators for the separation of greases and oils of vegetable and animal origin from wastewater by means of gravity and without any external energy

4. Registered trade name and contact address of the manufacturer (Article 11(5)):

LLC «TENKI» 18028 Ukraine, Cherkassy, Chimikov av. 8/1

5. Name and contact address of the authorized representative (Article 12(2)):

S.C. STANDART PARK ROMANIA S.R.L. str. Preciziei, nr. 3F, sector 6, București, Romania

6. System / systems of assessment and verifi cation of constancy of performance of the construction product (Annex V):

System for the separation of greases and oils of vegetable and animal origin from wastewater by means of gravity and without any external energy

7. Declared performance:

8. The performance of the product identifi ed in point 1 and 2 is in conformity with the declared performance in point 7. This declaration of performance is issued under the sole responsibility of the manufacturer, identifi ed in point 4.

Signed for and on behalf of the manufacturer by:

CEONEGRU DOREL

10.10.2017Romania, Bucharest

Essential characteristics Performance Harmonised technical specifi cation

Reaction to fi re E

SR EN 1825-1:2005Liquid tightness No water loss or leakage has been observedEffi ciency 6,72 mg/lResistance under load 167,1 kN* Durability 94,39 MPa

DECLARATION OF PERFORMANCE №RI-17.06.2017According to REGULAMENTULUI (EU) №305/2011

Rainpark equipment includes a wide range of products of various functions and scopes manufactured of high-impact reinforced fiberglass.

Rainpark wastewater treatment systems are developed and manufactured in compliance with applicable laws and regulations pertaining to water supply and water drainage.

⇢ DBN (State Construction Code) V.2.5-75:2013 Sewerage. Outdoor networks and facilities. Basic design regulation

⇢ SanPiN (Sanitary Rules and Regulations) No. 4630–88. Sanitary rules and regulations for pollution-protection of surface waters

⇢ DBN.V.2.5-64:2012 Indoor water supply and sewerage

systems

⇢ DBN V.2.3-15:2007 Transport facilities. Parking lots and garages for cars

⇢ HBN (Sectoral Construction Code) V.2.3-218-007:2012 Environmental requirements to highways

⇢ DSTU-N (State Standards of Ukraine) B V.2.5-71:2013 Surface wastewater treatment facilities. Design guide

⇢ DSTU 3013-95 Rain water and snow water drainage from the territories of cities and industrial enterprises. Supervision rules

⇢ Regulations for acceptance of wastewaters from enterprises into municipal sewer systems of Ukraine.

⇢ BS EN858 Separator systems for light liquids (e.g. oil andpetrol)

⇢ EN 1825 Grease separators

⇢ EN 12050 Wastewater list ing plants for buildings and sites

⇢ EN 12566-3 Small wastewater treatment systems for up to 50 PT

Fiberglass. Benefits

Residential complex, Kyiv

Fraction composition of rain/melt waters by suspended substances

Fraction composition of rain/melt waters by petroleum products

Perc

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tot

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onte

nt

Perc

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nt

Particle size d, mm

8 9

standartpark.ua


Oil Separator OilLine S-200 Horizontal

Keys: 1 - oil separator casing;2 - maintenance throat with ventilationnozzle; 3 - inlet nozzle; 4 - coalescing unit;5 - polyurethane-foam-based filter unit;6 - outlet nozzle; 7 - manhole cover(or fiberglass cover Ø620); 8 - floating flangeof the throat Ø620; 9 - pipe to remove sediment;10 - ladder.

Name Performance, l/sec Casing diameter D, mm Casing length L, mm Din./Dout., mm Drop btw. Din./Dout., mm Approx. weight, kg

OLS-200-10 10 1600 3100 160 100 490OLS-200-15 15 1600 3500 160 100 530OLS-200-20 20 1600 4300 200 100 630OLS-200-25 25 1600 4700 200 100 660OLS-200-30 30 1600 5300 200 100 730OLS-200-35 35 1600 5900 200 100 800OLS-200-40 40 2000 4900 250 100 1160OLS-200-45 45 2000 5500 250 100 1270OLS-200-50 50 2000 5900 250 100 1320OLS-200-55 55 2000 6500 250 100 1480OLS-200-60 60 2000 6700 315 150 1550OLS-200-65 65 2000 7300 315 150 1655OLS-200-70 70 2000 7900 315 150 1760OLS-200-80 80 2000 8300 315 150 1850OLS-200-90 90 2400 7800 315 150 2365OLS-200-100 100 2400 8400 315 150 2485OLS-200-110 110 2400 9200 400 200 2730OLS-200-120 120 2400 9600 400 200 2800OLS-200-135 135 2400 10400 400 200 3050OLS-200-150 150 2400 11000 400 200 3150

* For standard configuration, Н is up to 2,000 mm.

Oil SeparatorOilLine S-200

Keys: 1 - oil separator casing; 2 - maintenance throat; 3 - inlet nozzle; 4 - bypass (fiberglass pan); 5 - coalescing unit; 6 - polyurethane-foam-based filter unit; 7 - outlet nozzle; 8 - manhole cover (or fiberglass cover Ø620) ; 9 - floating flange of the throat Ø620; 10 - ladder.

Vertical

Concentration of suspendedsubstances at the inlet is up to 200 mg/l.Concentration of oil productsat the inlet is 40 mg/l.

Name Performance, l/sec Casing diameter D, mm A, mm B, mm Din./Dout., mm Approx. weight, kg

OLS-200-3 3 1600 900 850 200 305OLS-200-5 5 1600 1200 1150 250 345OLS-200-7 7 1600 1400 1350 250 365OLS-200-10 10 1600 1550 1500 315 385OLS-200-15 15 2000 1550 1500 315 705OLS-200-20 20 2000 1950 1900 315 755

D D

Din

.

Dou

t.

Din

.

Dou

t.

D+200

1 1

D+200

A A

Ø620

А-АHA B1

1

2

3

5

6 7

4

8

9

10

4

56

6

10

73

Din

.

L

Dou

t.Ø800 Ø800

36

Сепаратор нафтопродуктів ПБМО-200

Ø62078

2

10

Ø62078

2

45

(ВВ-200) (горизонтальне виконання)1 - корпус сепаратору нафтопродуктів; 2 - горловина для технічного обслуговування звентиляційним патрубком; 3 - вхідний патрубок; 4 - коалесцентний модуль; 5 - блок

1

9

H 10

D


Concentration of suspendedsubstances at the inlet is up to 200 mg/l.Concentration of oil productsat the inlet is up to 40 mg/l.


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standartpark.ua

Oil Separator OilLine S-700Horizontal

Name Performance, l/sec Casing diameter D,mm Casing length L, mm Din./Dout., mm Drop btw. Din./Dout., mm Approx. weight, kg

OLS-700-10 10 1600 3900 100 100 610OLS-700-15 15 1600 4300 100 100 645OLS-700-20 20 1600 4700 200 100 695OLS-700-25 25 1600 5400 200 100 745OLS-700-30

301600 6600 200 100 8502000 4700 200 100 1100

OLS-700-35 35 2000 5300 200 100 1340OLS-700-40 40 2000 6000 250 100 1395OLS-700-45 45 2000 6700 250 100 1465OLS-700-50 50 2000 7300 250 100 1590OLS-700-55 55 2000 8200 250 100 1640OLS-700-60 60 2000 8700 315 150 1870OLS-700-65 65 2000 9500 315 150 1990OLS-700-70 70 2000 10100 315 150 2100OLS-700-80 80 2400 8600 315 150 2630OLS-700-90 90 2400 9600 315 150 2845OLS-700-100 100 2400 10400 315 150 3020OLS-700-110 110 2400 11400 400 150 3370OLS-700-120 120 2400 12400 400 150 3705OLS-700-135

1352400 13600 400 150 44003000 10000 400 150 4930

OLS-700-150150

2400 15000 400 150 48003000 11000 400 150 5300

завислих речовин до 700 мг/л.

нафтопродуктів до 70 мг/л.

Oil Separator OilLine S-700Vertical

Name Performance, l/sec Casing diameter D, mm A, mm B, mm Din./Dout., mm Approx. weight, kg

OLS-700-3 3 1600 1100 1050 200 330OLS-700-5 5 1600 1400 1350 250 370OLS-700-7 7 1600 1600 1550 250 390OLS-700-10 10 1600 1750 1700 315 410OLS-700-15 15 2000 2150 2100 315 800OLS-700-20 20 2400 2000 1950 315 1150

D D

Din

.

Dou

t.

Din

.

Dou

t.

D+200

1 1

D+200

A A

Ø620

А-АHA B1

1

2

3

5

6 7

4

8

9

10

4

56

6

10

73

Din

.

L

Dou

t.

Ø800 Ø800

Ø620 Ø620

3 7

8

92 2

Ø800

Ø620

2

56

10

(ВВ-700) (горизонтальне виконання)1 - корпус сепаратору нафтопродуктів; 2 - горловина технічного обслуговування звентиляцыйним патрубком; 3 - вхідний патрубок; 4 - лоток для переливу; 5 - коалесцентниймодуль; 6 - блок пінополіуретанових фільтрів; 7 - вихідний патрубок; 8 - люк (абосклопластикова кришка Ø620); 9 - плаваючий фланець горловини Ø620; 10 - драбина; 11 -труба для видалення осаду.

H

4

11

99

88

1 10 10

D

Oil Separators OilLine Oil Separators OilLine

Concentration of suspendedsubstances at the inlet is up to 700 mg/l.Concentration of oil productsat the inlet is 70 mg/l.

Keys: 1 - oil separator casing; 2 - maintenance throat; 3 - inlet nozzle; 4 - bypass (fiberglass pan); 5 - coalescing unit; 6 - polyurethane-foam-based filter unit; 7 - outlet nozzle; 8 - manhole cover (or fiberglass cover Ø620) ; 9 - floating flange of the throat Ø620; 10 - ladder.


Concentration of suspendedsubstances at the inlet is up to 700 mg/l.Concentration of oil productsat the inlet is up to 70 mg/l.

Keys: 1 - oil separator casing;2 - maintenance throat with ventilationnozzle; 3 - inlet nozzle; 4 - overflow pan; 5 - coalescing unit; 6 - polyurethane-foam-based filter unit; 7 - outlet nozzle; 8 - manhole cover(or fiberglass cover Ø620); 9 - floating flangeof the throat Ø620; 10 - ladder;11 - pipe to remove sedimenttv


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standartpark.ua

Keys:

Oil Separator OilLine S-1300

Design of Bypass Line for Horizontal Oil Separators

Horizontal

Name Performance, l/sec Casing diameter D, mm Casing length L, mm Din./Dout., mm Drop btw. Din./Dout., mm Aprox. weight, kg

OLS-1300-5 5 1600 3900 160 100 645OLS-1300-7 7 1600 4300 160 100 675OLS-1300-10 10 1600 4700 160 100 755OLS-1300-15 15 1600 5300 160 100 830OLS-1300-20 20 1600 6500 200 100 1045OLS-1300-25 25 1600 7900 200 100 1185OLS-1300-30 30 2000 6500 200 100 1665OLS-1300-35 35 2000 7300 200 100 1845OLS-1300-40 40 2000 8500 250 100 1040OLS-1300-45 45 2000 9300 250 100 2185OLS-1300-50 50 2000 10500 250 100 2410OLS-1300-55 55 2000 11100 250 150 2505OLS-1300-60 60 2400 9600 315 150 3080OLS-1300-65 65 2400 10200 315 150 2230OLS-1300-70 70 2400 11200 315 150 3490OLS-1300-80 80 2400 12200 315 150 3790OLS-1300-90 90 2400 13600 315 150 4120OLS-1300-100 100 2400 15000 315 150 4480OLS-1300-110 110 2400 16400 400 200 4860OLS-1300-120 120 3000 13400 400 200 6560OLS-1300-135 135 3000 14000 400 200 6765OLS-1300-150 150 3000 15000 400 200 7260

HD

in.

L

Dou

t.

Ø800 Ø800

Ø620 Ø620

3 8

Сепаратор нафтопродуктів ПБМО-1300

Ø800

Ø620

67

11

4

(ВВ-1300) (горизонтальне виконання)1 - корпус сепаратору нафтопродуктів; 2 - горловина для технічного обслуговування; 3 -вхідний патрубок; 4 - тонкошаровий блок; 5 - лоток для переливу; 6 - коалесцентний модуль; 7- блок пінополіуретанових фільтрів; 8 - вихідний патрубок; 9 - люк (або склопластиковакришка Ø620); 10 - плаваючий фланець горловини Ø620; 11 - драбина; 12 - труба длявидалення осаду; 13-інспекційний патрубок.

210

9

2 2

5

12 12 12

11 11

10

9

10

9

D

Ø315 13

Grain Terminal, Odesa Morska Symfonia Housing Complex, Odesa

Agricultural Complex, Pochuiky, Zhytomyr Oblast.

Distributionwell

Oil separator

Collectionwell

The so-called Bypass system is used under DBN 2.5-75 and helps treat 70% of an annual amount of wastewaters. Moreover, it boosts the system’s throughput by a factor of 5 and does not affect the treatment efficiency.

The use of a Bypass system is also required under European standard EN 858-1/2.

Oil Separators OilLine Oil Separators OilLine

Concentration of suspendedsubstances at the inlet is up to 1,300 mg/l.Concentration of oil productsat the inlet is 150 mg/l.

1 - oil separator casing;2 - maintenance throat; 3 - inlet nozzle; 4 - thin-layer unit; 5 - overflow pan; 6 - coalescing unit; 7 - polyurethane-foam-based filter unit; 8 - outlet nozzle; 9 - manhole cover(or fiberglass cover Ø620); 10 - floating flangeof the throat Ø620; 11 - ladder;12 - pipe to remove sediment.


15

Combined Treatment SystemOilSorptionLine

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standartpark.ua

Sorption Filter SorptionLine

Sorption Filter SorptionLine is a fiberglass tank filled with a special filtering material (sorbent) with adsorption properties. The sorbent provides for a high level of wastewater purification: by oil products — 0.05 mg/l, by suspended substances — 5 mg/l. The sorption filter is designed for advanced treatment of rain and melt waters to the level permissible for disposal into water reservoirs or recycling.

Carried by the force of gravity, wastewaters flow to the distributing part of the filter unit, get filtered with a set rate flowing out through a sorbent layer, wherein the remnants of oil products and suspended substances are trapped.

The sorbent provides for a high level of wastewater purification: by oil products — 0.05 mg/l, by suspended substances — 5 mg/l.

The following substances can be used as a sorption material: activated carbon, polyester fibers, aluminosilicate sorbent.

The sorption filter cannot provide for a thorough treatment of wastewaters unless a preliminary basic treatment in an oil separator is conducted.

Keys:

Name Performance, l/sec Casing diameter D, mm Casing length L, mm Din./Dout., mm Drop btw. Din./Dout., mm Approx. weight, kg

SLS - 3 3 1600 2000 160 100 300SLS - 5 5 1600 2300 160 100 360SLS - 7 7 1600 2700 160 100 415SLS - 10 10 1600 2900 160 100 435SLS - 15 15 1600 3700 160 100 520SLS - 20 20 1600 4700 200 100 610SLS - 25 25 1600 5500 200 100 690SLS - 30 30 1600 6500 200 100 795SLS - 35 35 2000 5700 250 100 1205SLS - 40 40 2000 6300 250 100 1340SLS - 45 45 2000 6700 250 100 1390SLS - 50 50 2000 7700 250 100 1560SLS - 55 55 2000 8300 250 150 1675SLS - 60 60 2000 9000 315 150 1780SLS - 65 65 2000 9700 315 150 1895SLS - 70 70 2000 10300 315 150 2015SLS - 80 80 2400 7800 315 150 2155SLS - 90 90 2400 8600 315 150 2340SLS - 100 100 2400 9400 315 150 2525SLS - 110 110 2400 10200 400 150 2715SLS - 120 120 2400 11000 400 150 3745SLS - 135 135 2400 12200 400 150 4170SLS - 150 150 2400 12800 400 150 4330

Din

.

Dou

t.

L

Ø800

Н6Ø620

7

3 5

2

4

8 8

9

D

SorptionLine S

OilSorptionLineHorizontal

Combined Treatment System OilSorptionLine for surface wastewaters is a combination of an oil separator and sorption filter in a single casing. Dimensions and specifications depend on the type of oil separator you select.

Ø800

L

Ø800Ø800 Ø800

Ø620 Ø620 Ø620

1

2 2 2 2

3 45

67

12 12 12 12

HD

in.

Ø6209

10

11

9

10

11

9

10

11

9

10

11

Dou

t.

8

D

Sorption Filter SorptionLine Combined Treatment System OilSorptionLine

1 - oil separator casing; 2 - maintenance throat with ventilation nozzle; 3 - inlet nozzle; 4 - sorbent; 5 - outlet nozzle; 6 - manhole cover (or fiberglass cover Ø620); 7 - floating flange of the throat Ø620; 8 - pipe to remove sediment; 9 - ladder.


Keys:1 - casing; 2 - maintenance throat; 3 - inlet nozzle; 4 - overflow pan; 5 - coalescing unit; 6 - polyurethane-foam-based filter unit; 7 - sorbent; 8 - outlet nozzle; 9 - manhole cover (or fiberglass cover Ø620); 10 - floating flange of the throat Ø620; 11 - ladder;12 - pipe to remove sediment.

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standartpark.ua

GreaseLine Grease Separators


GreaseLine Grease Separators are designed to remove plant and animal fats from wastewaters coming from kitchens, factories, food production facilities etc. This helps prevent sewer networks from clogging with fats, oils and grease.

The separation occurs due to the density difference between grease and water.

You can only feed the separator with wastewaters containing organic fats and oils. Try to prevent greases containing mineral oil from getting into the separator.

Keys:1 - grease trap casing; 2 - maintenance throat;3 - inlet nozzle; 4 - partition; 5 - outlet nozzle;6 - manhole cover (or fiberglass cover Ø620);7 - floating flange of the throat Ø620.

Keys:1 - grease trap casing; 2 - maintenance throat;3 - inlet nozzle; 4 - partition; 5 - outlet nozzle;6 - manhole cover (or fiberglass cover Ø620);7 - floating flange of the throat Ø620; 8 - ladder.

GreaseLine GLE, GLE2Vertical

Name q, l/sec Casing D, mm d in/out, mm h in, mm h out, mm Grease volume, l Sludge chamber capac., l Approx. weight, kgGLE-1 1 800 110 800 730 43 106 90GLE-2 2 1000 110 1000 930 86 212 140GLE-3 3 1200 110 1000 930 124 305 160GLE-4 4 1400 110 1000 930 168 415 200GLE-5 5 1600 160 1000 930 220 542 270GLE-7 7 1800 160 1100 1030 308 760 350GLE-10 10 2400 160 900 830 442 1089 660GLE-12 12 2400 200 1000 930 495 1220 760GLE-15 15 2400 200 1200 1130 643 1586 860GLE-20 20 3000 200 1100 1030 857 2111 1250

GLE2-1 1 800 110 1000 930 42 206 100GLE2-2 2 1200 110 900 830 85 413 165GLE2-3 3 1400 110 1000 930 130 630 222GLE2-4 4 1600 110 1000 930 170 823 260GLE2-5 5 1800 160 1000 930 215 1041 330GLE2-7 7 2000 160 1100 1030 294 1424 480GLE2-10 10 2400 160 1100 1030 424 2050 690GLE2-12 12 2800 200 1000 930 521 2520 1060GLE2-15 15 3000 200 1100 1030 662 3203 1270

А В

Н

Ø620

Dou

t.

7

6

2

DD+200

5

4

3D

in.

1

** Sludge chamber capacity should be at least 100 · q (liters), and — at least 200 · q (liters) for slaughter-houses etc., where q is separator performance EN1825-2:2002.

Name Performance q, l/sec Casing

diameter D, mmd in, mm

Casinglength L, mm

Fat volume, lSludge chamber

capacity, lApprox. weight, kg

GLS - 10 10 1,8 0,16 2900 404 1072 341GLS - 15 15 2 0,2 3700 679 1800 412GLS - 20 20 2 0,2 4700 867 2300 550GLS - 25 25 2 0,2 5800 1056 2801 750GLS - 30 30 2,2 0,2 6100 1392 3691 1120GLS - 40 40 2,2 0,2 8000 1807 4793 1510GLS - 50 50 2,4 0,2 9100 2588 6865 2250

GreaseLineS Horizontal

L

Ø800

Н

3 5

2

Din

.

Dou

t.

1-корпус жировловлювача;2-горловина технічного обслуговування; 3-вхідний патрубок;4-перегородка; 5-вихідний патрубок; 6-люк (або склопластиковакришка Ø620); 7-плаваючий фланець горловини Ø620;8-драбина.

Ø62067

8

1

4

D

GreaseLine E, Grease Separator with Sludge Chamber

GreaseLine E2, Grease Separator with Double-Capacity Sludge Chamber


Name q, l/sec Casing D, mm d in/out, mm h in, mm h out, mm Grease volume, l Sludge chamber capac., l Approx. weight, kg

* For standard configuration, Н is up to 2,000 mm. * For standard configuration, Н is up to 2,000 mm.

18 19

standartpark.ua

TankLine Tanks

TankLine Tanks

D (mm)Recommended

length, mW

Capacity, m³

from to from to1000 1.50 4.00 1.00 3.001200 1.50 3.80 1.50 4.201400 2.00 4.70 3.00 7.001600 2.10 5.60 4.00 11.001800 2.50 7.20 6.00 18.002000 3.30 7.20 10.00 22.002200 4.10 10.70 15.00 40.002400 4.60 13.50 20.00 60.002600 5.00 14.30 25.00 75.002800 6.00 14.80 36.00 80.003000 7.30 16.50 50.00 115.003600 7.00 16.50 70.00 160.00

Service Fluid Tanks TankLine TLT

Keys: 1 - tank casing; 2 - maintenance throat; 3 - ventilation nozzle; 4 - manhole cover (or fiberglass cover Ø620); 5 - floating flange of the throat Ø620; 6 - ladder.

With capacity of 1 to 160 m3

L

Ø620

Ø1000

Резервуар

2

3 54

1-корпус резервуару;2-горловина технічного обслуговування; 3-вентиляційний патрубок; 4-люк (або склопластикова кришка Ø620); 5-плаваючий фланець горловини Ø620; 6-драбина.

1 6

D

* Ask managers for exact tank dimensions based on capacity.

** Tanks of any length can be manufactured. Contact the production department.

Drinking Water Storage Tanks TankLine TLD

Drinking Water Storage Tanks TankLine TLDare absolutely leak-proof, which prevents undesired substances and impurities from getting into water. The tanks are corrosion-proof and do not release any toxic substances to the environment. High strength casing. Location options: underground, above-ground, above-ground heat-insulated, in a bund wall.

Drinking water tank dimensions can be taken the same as those for service fluid tanks.

Horizontal

Horizontal

Special Purpose Tanks TankLine TLASpecial Purpose Tanks TankLine TLAfiberglass- or polyester-based composite materials of a higher chemical resistance.Based on substance composition and concentration, the tank for a corrosive medium can be made multilayered with each layer made of a different material.Where necessary, the tanks can be equipped with various sensors and/or monitoring systems.

are made from

L

D

3

4

Ø620

Ø1000

Нве

нт.

2

79

>1006

1-1

А А

10

300

5

Познач1-корпу2-техноло3-підвідний4-забір5-перел6-спуск7-венти8-герме9-люк;10-плав

18

Keys:

The tanks are designed to store:⇢ acid, alkali and salt solutions⇢ pH-variable media⇢ other corrosive fluids

To verify the chemical resistance of a tank, contact Standartpark experts.

Міський парк, м. Одеса

Rainpark TankLine Tanks are made of high-impact fiberglass.

The tanks are widely used to store drinking and firefight water, service and corrosive fluids.

Depending on the purpose, the tanks are equipped with processing machinery and pipelines.

Plant, Kyiv Oblast, Roshen

TankLine Tanks

1 - drinking water tank casing; 2 - access extension (throat); 3 - inlet pipe; 4 - intake pipe; 5 - overflow pipe; 6 - drain pipe; 7 - ventilation pipe with absorbent filter; 8 - water-tight cover; 9 - manhole cover; 10 - floating flange of the throat.

21

Complete Pumping Stations PumpLineS

20

standartpark.ua

TankLineMax Collection Tanks

TankLineMax Collection Tanks

TankLineMax Collection Tanks are facilities manufacturedfrom fiberglass segments and installed directly on site.

The tanks are used to store large volumes of process water, chemical feedstock, agricultural products, etc.

TankLineMaxWith capacitiy from 100 m3

We can develop and manufacture non-standard products for other use conditions according to the customer’s scope of work. If you need to draw up a scope of work, please contact our experts.

Vertical

Din

.

DD+200

Нto

t.Н

pres

.

1

6

4

4

7

7

9

7

8

8 610

10

12

13

14

Dвх

.

0,00

0,20

1 1

А А

А-А

1-1

11

11

914

Нin

.

5.1

23

11

15

Dpr

es.

5.2

Dна

п.

5.2

DD+200

А-Корпус насосної станції;1-Насос каналізаційний "погружного типу;2-Клапан зворотній кульовий фланцевий;3-Засувка клинова фланцева (ножева міжфланцева);4-Підвідний патрубок;5.1-Напірний патрубок;5.2-Трубна обв'язка напірна;6-Направляючі труби для насосу;7-Направляючі труби для корзини;8-Ланцюг для насосу та корзини;9-Корзина для збору сміття;10-Драбина універсальна;11-Майданчик обслуговування;12-Вентиляційний трубопровід з грибком;13-Патрубок для вводу ел.кабелів;14-Кришка корпусу;15-Поплавцевий датчик рівня для насосів.

6

Dвх

DD+200

Нза

г.Н

нап.

1

6

4

4

7

7

9

7

8

8 610

10

12

13

14

Din

.

0,00

0,20

1 1

А А

А-А

1-1

11

11

914

Нвх

.

5.1

23

11

15

Dна

п.

5.2

Dpr

es.

5.2

DD+200

А-Корпус насосної станції;1-Насос каналізаційний "погружного типу;2-Клапан зворотній кульовий фланцевий;3-Засувка клинова фланцева (ножева міжфланцева);4-Підвідний патрубок;5.1-Напірний патрубок;5.2-Трубна обв'язка напірна;6-Направляючі труби для насосу;7-Направляючі труби для корзини;8-Ланцюг для насосу та корзини;9-Корзина для збору сміття;10-Драбина універсальна;11-Майданчик обслуговування;12-Вентиляційний трубопровід з грибком;13-Патрубок для вводу ел.кабелів;14-Кришка корпусу;15-Поплавцевий датчик рівня для насосів.

6

Casing diameter D, mm Recommended casing height Н, mm

from to800 1000 16001000 1500 45001200 1500 50001400 1800 60001600 2500 65001800 3000 75002000 3500 90002400 4000 130003000 4000 150003600 4500 15000

Manufacturer may change product dimensions without notice. This will not deteriorate the quality of the product.

Нto

t.D+1000

DН

cas.

256

8

49

7

1

3

12 17

10

13

1615

14

11

5

6

9

1-Стінова панель; 2,3-Сегмент кришки для підземного виконання горловини; 4-Центральная опорная труба;5-Горловина прямокутна з кришкою; 6-Днище; 7-"Шапка" для опорної труби; 8-Труба вентиляційна;9-Драбина універсальна; 10-Система автоматичної трубної муфти з підставкою;11-Насос каналізаційний "погружного" типу; 12-Підвідний трубопровід; 13-Напірні трубопроводи;14-Направляючі труби для насосу; 15-Зворотній клапан фланцевий/різьбовий; 16-Засувка фланцева/різьбова;17-Трубна обв'язка (напірна).

1 - Wall panel; 2,3 - Underground throat cover segment; 4 - Central support pipe; 5 - Rectangular throat with cover; 6 - Bottom; 7 - Support pipe cap; 8 - Ventilation pipe; 9 - Versatile ladder; 10 - Automatic pipe coupling with support; 11 - Immersible sewer pump; 12 - Inlet pipeline; 13 - Pressure pipeline; 14 - Pump guide pipes; 15 - Back-flow flange/thread valve; 16 - Flange/thread door; 17 - Connection (pressure) piping.

Complete Pumping Stations PumpLineS (CPS) are designed to pump domestic, industrial or atmospheric water in conditions where transportation by way of flowing is impossible or costly. The pumping stations are manufactured ready to use and can be installed and connected on site immediately upon delivery.

PumpLineS pumping station is a casing made of high-impact reinforced fiberglass completed with a pipeline system, pumps, stop valves and maintenance elements (cover, ladder, scaffold, etc.). The pumps are controlled by float sensors and a control panel. The pumping station is equipped with pumps from the world’s leading manufacturers.

If you need to locate the CPS in an area with transport traffic, use classic casings with one or more 600 mm throats covered with standard cast-iron manhole covers.

This design requires a relieving platform over the pumping station. The designer calculates the platform thickness based on the driveway type and estimated load.

Keys:A – Pumping station casing; 1 - Immersible sewer pump; 2 - Back-flow flange valve; 3 - Flange wedge-type door (blade-type interflanged); 4 - Inlet nozzle; 5.1 - Pressure nozzle; 5.2 - Connection pressure piping; 6 - Pump guide pipes; 7 - Basket guide pipes; 8 - Chain for pump and basket; 9 - Garbage basket; 10 - Versatile ladder; 11 - Maintenance scaffold; 12 - Ventilation pipeline with a cap; 13 - El. cable inlet nozzle; 14 - Casing cover; 15 - Floating level sensor for pumps.

Complete Pumping Stations PumpLineS

PumpLineS

22 23

standartpark.ua

PumpLineS with Valves in a Separate Casing

Vertical

PumpLineS with Two or More Receiving Chambers

Vertical

Horizontal

Grain Elevator, Mykolaiv

PumpLineS with “Dry” Installation of Sewer Pumps

Vertical

Purpose:⇢

⇢

⇢

Complete Booster Pump Station PumpLineP

Military unit, Odesa Oblast

Vertical

An important feature of this model is location of all the valves in a separate fiberglass casing.

Such design not only makes it possible to correctly position the equipment, but also facilitates access for maintenance.

The design includes a collection tank installed in front of the pumping station casing.

According to the CPS design, there is a double bottom with a drain pump to pump the water out in case of emergency.

The advantage of this design is easy access to pumps and valves inside the casing for maintenance.

PumpLineP Booster Pump Stations are made in fiberglass casings and based on console pumps with the engines positioned vertically and horizontally.

The complete booster pump station consists of several pumps installed in parallel. The assembly is installed on a common frame with connection piping, control cabinet, pressure sensors and relays, overall cabling and membrane tank.

The connection piping is made of stainless steel and can be connected to any pipes.

boost pressure and supply water in residential, public and industrial areas

boost pressure in industrial installations

supply liquid in cooling and firefighting systems

CPS with this design are used where there is a need to increase the capacity of the receiving tank.

In such cases, one or more additional chambers can be installed and interconnected using the concept of communicating vessels.

Complete Pumping Stations PumpLineS Complete Pumping Stations PumpLineS

24 25

standartpark.ua

WellsLine Sewer and Water Wells


WellsLineW

D

Ø620

56

7

300

2

d1 d2

Н1

Н2

Н

1

Нop

.

7

1300

d1

300 d2

3 4

3

4

D

1

D+300

D+300

D

Ø620

56

7

300

300

2

d1 d2

Н1

Н2

Н

1

Нop

.

7

1

300

d1

300

d2

3 4

3 4

D

1

D+300

D+300

1-1

A-A

1 1

А А

4

4

2

Ø620

3

7

3

31

Н1

d1

d2d 2 d 1

1

56

DD+300

DD+300

Н

7

Highway, Odesa OblastAirport, Kyiv


WellsLine Sewer and Water Wells are used in utility systems and are custom-made for specific facilities/projects taking into account their needs and specifics: type and purpose of wells, package of equipment, ground type, groundwater level, depth of utility lines, installation environment.

WellsLine fiberglass wells are delivered to construction sites ready for installation and packaged with necessary equipment and fittings, which will help optimize costs, time, logistics and manpower.

WellsLineW Sewer Wells: for check-ups and inspection (linear, swivel, back-drop, etc.), head absorbers.

Keys:1 - Well casing; 2 - Maintenance throat Ø620/Ø800/Ø1000; 3 - Inlet pipeline d1; 4 - Outlet pipeline d2; 5 - Manhole cover (or fiberglass cover Ø620); 6 - floating flange of throat Ø620; 7 - ladder.D - Well casing diameter, mm; d1, d2 - diameters of inlet and outlet pipelines respectively, mm; H1 - depth of inlet pipeline, mm (by profile); H2 - depth of outlet pipeline, mm (by profile); Hop. - operational height of well, mm; H - total height of well, mm. Well dimensions are selected subject to DBN V.2.5 - 75:2013.

Keys:1 - Well casing; 2 - Maintenance throat Ø620/Ø800/Ø1000; 3 - Inlet pipeline d1; 4 - Outlet pipeline d2; 5 - Manhole cover (or fiberglass cover Ø620); 6 - floating flange of throat Ø620; 7 - ladder.D - Well casing diameter, mm; d1, d2 - diameters of inlet and outlet pipelines respectively, mm; H1 - depth of inlet pipeline, mm (by profile); H2 - depth of outlet pipeline, mm (by profile); Hop. - operational height of well, mm; H - total height of well, mm. Well dimensions are selected subject to DBN V.2.5 - 75:2013.

Keys:1 - Well casing; 2 - Maintenance throat Ø620/Ø800/Ø1000; 3 - Inlet pipeline d1; 4 - Outlet pipeline d2; 5 - Manhole cover (or fiberglass cover Ø620); 6 - floating flange of throat Ø620; 7 - ladder.

D - Well casing diameter, mm; d1, d2 - diameters of inlet and outlet pipelines respectively, mm; H1 - depth of inlet pipeline, mm (by profile); H2 - depth of outlet pipeline, mm (by profile); Hop. - operational height of well, mm; H - total height of well, mm. Well dimensions are selected subject to DBN V.2.5 - 75:2013.

26 27

standartpark.ua

WellsLineU UV-Desinfection Well

Колодязь з УФ-лампою

A

BD

5

1

АА

D

А-А

1-1

7

7

Hin

.

Hou

t.

Din

.D

in.

1

4

4

Ø620

11

4

5

Dou

t.D

out.

2

2

3 4

3

6

WellsLineF Water Wells1-1

8

Ø620

А А

Ø620

A-A 1

1

8

DD+300

4

D=3000Ø3300

3

67

67

d1d1

d1

1

d2 d2

d1d1

1

d2

˃200

22

Н1

Нop

.

Н

4

4 4

44

3 3

5

55

555

Administration & Storage Complex, Kyiv Oblast.Administration & Storage Complex, Kyiv Oblast.

˃200

3

D

300

7

D

3

4

300

4

3004

300

4

d Нop

.

Н1

Н1

Ø620

562

1

d d

D+300

D+300

Dimensions of Rainpark complete wells under DBN V 2.5-74:2013

Item Well diameter D, mm Well maximum height Н, mm

1 2 3

1 620 1000

2 800 2000

3 1000 3000

4 1600 8000

5 1800 8000

6 2000 9000

7 2400 9000

8 3000 12000

9 3600 1500


** Wells of any height can be manufactured. Contact the production department.

WellsLine Sewer and Water Wells WellsLine Sewer and Water Wells

Wastewaters are disinfected to destroy pathogenic microorganisms and avert the danger of contamination of the environment with such microor-ganisms.

A UV-radiation dose is at least 30 mJ/cm2.

Wastewater comes inside through a pressure nozzle, goes through a UV-lamp and gets diverted to the outside of the well. The plant is addition-ally completed with a pump to wash off the contaminants.

WellsLineF Water Wells: with shut-off and control valves, fire hydrants, plungers and outlets, switch chambers.

Keys:1 - UV disinfection lamp; 2 - pump for UV lamp cleaning; 3 - wash water supply; 4 - connection piping; 5 - diverting disinfected water; 6 - cover Ø620/800/1000; 7 - ladder.The plant dimensions depend on the throughput of local wastewater treatment facilities.

Keys:1 - well casing; 2 - maintenance throat Ø620/Ø800/Ø1000; 3, 4 - process pipelines; 5 - processing equipment; 6 - manhole cover (or fiberglass cover Ø620); 7 - floating flange of throat Ø620; 8 - ladder. D - well casing diameter, mm; d1, d2 - process pipeline diameter, mm; H1 - inlet pipeline depth, mm (by profile); Hop. - operating height of the well, mm; H - total height of the well, mm.

Well dimensions, processing equipment location are selected subject to DBN V.2.5 - 74:2013. Fire hydrants are installed subject to TP 901-9-17.87

Keys:1 - well casing; 2 - maintenance throat Ø620/Ø800/Ø1000; 3 - fire hydrant (equipment set); 4 - process pipeline d; 5 - manhole cover (or fiberglass cover Ø620); 6 - floating flange of throat Ø620; 7 - ladder. D - well casing diameter, mm; d1, d2 - process pipeline diameter, mm; H1 - inlet pipeline depth, mm (by profile); Hop. - operating height of the well, mm; H - total height of the well, mm.

Well dimensions, processing equipment location are selected subject to DBN V.2.5 - 74:2013. Fire hydrants are installed subject to TP 901-9-17.87

28 29

standartpark.ua

Household Wastewater Treatment Systems. SepticTankLine Septics


SepticTankLine-1 Single-Chamber Septic

Dimensions of Single-Chamber Septics

Name Totalcapacity W, m3

Performance, m3 per day

Casing diameterD, mm

Homeresidents

Casing lengthL, mm

А, mm В, mm D in./ D out. Approximate weight, kg

STL-1-2v 2 (vert.) 0.6 1400 3-4 1600 800 750 110/110 180STL-1-2 2 (hor.) 0.6 1000 3-4 2600 750 700 110/110 178STL-1-2,5 2.5 0.8 1400 5 1700 1150 1100 110/110 205STL-1-3 3 1 1400 7 2000 1150 1100 110/110 225

* For standard configuration, Н is up to 2,000 mm. * For standard configuration, Н is up to 2,000 mm.

SepticTankLine-2 Double-Chamber Septic

Dimensions of Double-Chamber Septics

STL-2-3 3 1.00 6-7 1000 4000 750 700 110/110 232STL-2-4 4 1.33 8-9 1600 2200 1350 1300 110/110 290STL-2-5 5 1.67 9-11 1600 2700 1350 1300 110/110 328STL-2-6 6 2.0 11-14 1600 3200 1350 1300 110/110 367STL-2-8 8 2.67 14-18 1600 4200 1350 1300 110/110 445STL-2-10 10 3.33 18-23 1600 5200 1350 1300 110/110 522STL-2-12 12 4.00 23-26 1600 6200 1350 1300 110/110 600STL-2-15 15 5.00 26-34 2000 5000 1700 1650 160/160 898STL-2-20 20 34-53 2000 6600 1700 1650 160/160 1130STL-2-25 25 10.00 53-67 2000 8000 1700 1650 160/160 1382STL-2-30 30 12.00 67-80 2000 9700 1700 1650 160/160 1630

L

D

Нin

.

Ø620

5

Din

.

34 D

out.

А B

Ø315

5

1 2

6

2

⇢ with a wastewater flowrate of up to 5 m3 per day — take into account the inflow of wastewaters for at least 3 days

⇢ with a wastewater flowrate over 5 m3 per day — for at least 2.5 days

SepticTankLine-3 Triple-Chamber Septic

Dimensions of Triple-Chamber Septics

STL-3-3 3 1.0 6-7 1000 4000 750 700 110/110 232STL-3-4 4 1.33 8-9 1600 2200 1350 1300 110/110 290STL-3-5 5 1.67 9-11 1600 2700 1350 1300 110/110 328STL-3-6 6 2.00 11-14 1600 3200 1350 1300 110/110 367STL-3-8 8 2.67 14-18 1600 4200 1350 1300 110/110 445STL-3-10 10 3.33 18-23 1600 5200 1350 1300 110/110 522STL-3-12 12 4.00 23-26 1600 6200 1350 1300 110/110 600STL-3-15 15 5.00 26-34 2000 5000 1700 1650 160/160 898STL-3-20 20 8.00 34-53 2000 6600 1700 1650 160/160 1130STL-3-25 25 10.00 53-67 2000 8000 1700 1650 160/160 1382STL-3-30 30 12.00 67-80 2000 9700 1700 1650 160/160 1630STL-3-35 35 14.00 80-94 2400 7800 2100 2050 160/160 1923STL-3-40 40 16.00 94-107 2400 8900 2100 2050 160/160 2150STL-3-45 45 18.00 107-120 2400 10000 2100 2050 160/160 2374STL-3-50 50 20.00 120-134 2400 11000 2100 2050 160/160 2598STL-3-55 55 22.00 134-147 2400 12200 2100 2050 160/160 2822STL-3-60 60 24.00 147-160 2400 13300 2100 2050 160/160 3047

L

D

Нin

.

Ø6205

Din

.

34

Dou

t.

А В

Ø315

1

Ø315

1-корпус резервуару-септика;

2

6 6

5

2

5

2

Ø620

Din

.Hin

.

D

34

1

5

L

A BD

out.

1-корпус ;2-технологічна надставка(горловина);3-підвідний трубопровід;4-відвідний трубопровід;5-склопластикова кришка (люк).

2


To provide for preliminary treatment of wastewaters of free-standing houses, septics can be used before drainage systems and other wastewater treatment facilities (with a wastewater flowrate of up to 20 m3 per day). Outlets from houses should be connected to septics via inspection wells.

Rainpark Septic is a single-, double-, or triple-chamber fiberglass container. Wasterwaters flow by gravity through the chambers, causing suspended particles to sink to the bottom, where an anaerobic microbiological decomposition process does its job.

Due to the processes of oxidation and decomposition, a part of the sediment hydrolyzes. Once out of septic, treated wastewa-ters are diverted to a drainage field.

The total capacity of a septic should be calculated as follows (as per Clause 10.8.3 of DBN V.2.5 - 75 2013):

Keys:1 - septic tank casing; 2 - access extension (throat); 3 - inlet pipeline; 4 - outlet pipeline; 5 - fiberglass cover (manhole cover).

Keys:1 - septic tank casing; 2 - access extension (throat); 3 - inlet pipeline; 4 - outlet pipeline; 5 - fiberglass cover; 6 - internal partition.

Keys:1 - septic tank casing; 2 - access extension (throat); 3 - inlet pipeline; 4 - outlet pipeline; 5 - fiberglass cover; 6 - internal partition.

NameL, mm



Casing diameter D, mm

Homeresidents

Casing lengthL, mm

А, mm В, mm D in./ D out. Approximateweight, kg



Homeresidents

Casing lengthL, mm

А, mm В, mm D in./ D out. Approximateweight, kg

Casing diameter D, mm

8.00

3130

standartpark.ua

Household Wastewater Treatment Systems. BWTP BioLine ECO

Biological Wastewater Treatment Plants BioLine ECOVertical

Keys:

Inlet pipelineSettlerAeration tankBioload

Secondary settler

Outlet nozzle

Aerator

Airlist pump

1

2

2

3

3

4

4

5

7

5

6

6

8

8

7

1

Dimensions of BioLine ECO

Name ResidentsMaximum

number of users

Maximumperformance,

m3 per day**

Casingdiameter D, mm

А, mm В, mmDin/ Dout,

mmApproximate

weight, kgCompressor

output, W/hour

BL ECO-1 4 5 1.0 1400 1000 950 110/110 175 35BL ECO-2 6 8 1.5 1600 1400 1350 110/110 210 40BL ECO-3 10 12 2.0 1600 1600 1550 110/110 230 45BL ECO-4 12 14 2.5 2000 1150 1100 110/100 430 50

* For standard configuration, Н is up to 800 mm.

** This daily load is permissible, yet for no longer than a week.

Biological Wastewater Treatment Plants BioLine CASVertical



Approximate number of people

Casing diameter D, mm А, mm В, mm D in/ D out. Approximate weight, kg

Compressor output, W/hour

BL CAS-3 3 20 2000 1000 900 160/160 576 95

BL CAS-4 4 25 2000 1400 1300 160/160 673 115

BL CAS-5 5 33 2400 1400 1300 160/160 967 180

BL CAS-6 6 40 2400 1600 1500 160/160 1025 180

BL CAS-7 7 45 2400 1800 1700 160/160 1111 225

BL CAS-8 8 53 2400 2000 1900 160/160 1183 230

BL CAS-10 10 65 2400 2400 2300 160/160 1327 275

BL CAS-12 12 80 2400х2 1950 1900 160/160 1025х2 360BL CAS-15 15 100 2400х2 2400 2300 160/160 1150х2 410BL CAS-20 20 130 2400х2 2400 2300 200/200 1327х2 450

1-1

А А

1 - корпус станції біологічної очистки ; 2- патрубок подачі води на очистку ; 3- трубчатий аератор для розподілення повітря ; 4- переливні патрубки ; 5- патрубок відведення очищеної води; 6- аероліфти для подачі осаду в первинний відстійник А та аеротенк В;7- склопластикова кришка ; 8 - компресорне обладнання.

А - первинний відстійник; В - аеротенк ; С - вторинний відстійник ; D - зона чистої води .Н- глибина залягання підвідного патрубку , мм( в стандартній комплектації Н до 1200мм).

А

А-А

1 1

B

C

D

3

3

5

4 4

4

6

62

1

Dou

t

Din

1

DD

Din

Dou

t

24 4

6

6

5

Н=1

200*

А В

7

А

С

D

B

4

Household Wastewater Treatment Systems. BWTP BioLine CAS

A Biological Wastewater Treatment Plant BioLine ECO is an optimum solution for treating household wastewaters coming from homes, cottages, small buildings, where no connection to a centralized sewer system is available.

BioLine ECO Operating PrincipleIt operates as follows: wastewater is supplied through inlet pipeline , comes to settler , where the wastewater is averaged out by concentration. This part of the plant performs mechanical treatment of household wastewaters, trapping coarsely dispersed pollutants, surface-active compounds, fats, etc. Pollutants are separated by gravity: heavy pollutants sink to the bottom and light pollutants float up forming a film.

The next step is biological treatment. The wastewater is supplied from the mid-level of primary settler to aeration tank .

Aeration tank is a fiberglass cylinder filled with a special filler, biofilter , wherein microorganisms reproduce and live (biofilm). Air is fed to the bottom of the plant to keep the biofilm alive. Using aerator , air is uniformly fed to aeration tank . To stay alive, the microorganisms consume oxygen and organic substances oxidizing them. Such oxidation of organic substances results in the growth of the biofilm, part of which dies and sinks to the bottom of plant. The mixture of excessive biofilm and purified wastewater comes to secondary settler . In secondary settler , the biofilm coalesces and by gravity sinks to the bottom. Recirculation airlist pump pumps the excessive biofilm to the first chamber, and the purified water, through outlet nozzle , is diverted to the outside of the plant.

The sediment from primary settler and the biofilm from secondary settler should be unloaded as they fill the settlers.

Delivery packageCasing (1 pce); fiberglass cover (1 pce); inlet PVC nozzle (1 pce); outlet PVC nozzle (1 pce); compressor in a separate box/cabinet or additional section of the throat, with an outlet and mechanical timer (1 pce); biological loading unit (1 pce); airlist pump (1 pce)

1 2

2

2

3

3

4

6 6

6

7

8

5

Compressor is in a separation section (control cabinet) and part of delivery package.

BioLine CAS is designed for household wastewater treatment, which is performed in two steps: Step 1 — mechanical treatment and Step 2 — biological treatment.

It operates as follows: wastewater, through inlet pipeline 3, comes to settler 4, where the wastewater is averaged out by concentration. This part of the plant performs mechanical treatment of household wastewaters, trapping coarsely dispersed pollutants, surface-active compounds, fats, etc. Pollutants are separated by gravity: heavy pollutants sink to the bottom and light pollutants float up forming a film.

The next step is biological treatment. The wastewater is supplied from the mid-level of the primary settler to the aeration tank, to which air is fed and, using aerators, distributed evenly across the area. These conditions help generate microorganisms. To stay alive, the microor-ganisms consume oxygen and organic substances oxidizing them. As a result of oxidation, the amount of the activated sludge keeps growing, and part of it dies. The mixture of the activated sludge and purified wastewater comes to the secondary settler where it sinks to the bottom by gravity. The purified water is diverted by the outlet pipeline to the outside of the plant.

To keep the environment safe, we recommend to disinfect the wastewaters. The sediment from primary settler 3 and the biofilm from secondary settler 8 should be unloaded as they fill the settlers.

Keys:1 - casing of biological wastewater treatment plant; 2 - wastewater supply nozzle; 3 - tubular aerator for distribution of air; 4 - overflow nozzles; 5 - purified water diversion nozzle; 6 - airlist pumps that feed sediment to primary settler A and aeration tank B; 7 - fiberglass cover; 8 - compressor equipment.

A - primary settler; B - aeration tank; C - secondary settler; D - clean water area; H - inlet pipeline depth, mm (for standard configuration, Н is up to 1,200 mm).

3332

standartpark.ua

Household Wastewater Treatment Systems. BWTP BioLine SBR

Operation principle

The plant is divided in 2 units:

For the sake of convenience, a 6-hour operation cycle has been adopted (Fig. 1).

Wastewaters are pumped using pumping equipment:

H1 — pumping from Unit 1 to Unit 2 of mechanically-treated waterH2 — pumping wastewaters from Unit 2 to the outside of the plantH3 — pumping excessive activated sludge to Unit 1.

Biological Wastewater Treatment Plants BioLine SBR

Stage I Stage II Stage III Stage IV Stage V5,5h 3,5h 1,6h 0,3h

Wastewater accumulation – 5.5 hours.

Denitrifying + aeration + nitrifying –

3.5 to 4 hours.

Sedimentation of biologicallytreated wastewaters –

1.6 to 1.8 hours.

Pumping of purified water 0.3 hours.

Pumping of excessive activated sludge to primary settler

Duration of Stages of BioLine SBR Biological Treatment Cycle-Operation Plant (Fig. 1)

Quality of household wastewater treatment (Table 2)

Item Name Water input data Purified water data

1 Suspended substances 350 mg/l 15 mg/l2 Mineralization 1100 mg/l 1000 mg/l3 BOD5 300 mg/l 15 mg/l4 COD 540 mg/l 30 mg/l5 Synthetic surfactants 20 mg/l 0.5 mg/l6 Ammoniacal nitrogen 20 mg/l 2 mg/l7 Nitrites 3,3 mg/l 3.3 mg/l8 Nitrates 40 mg/l 40.0 mg/l9 Sulphates 400 mg/l 400.0 mg/l10 Phosphates 10 mg/l 3.5 mg/l11 Chlorides 350 mg/l 350 mg/l12 рН 6.5-8.5 6.5-8.513 Petroleum products 0.6 mg/l 0.25 mg/l14 Coli index >1000000 <1000

* maximum allowable input concentrations should be taken subject to Regulations for Acceptance of Wastewaters into Centralized Water Drainage Systems (COD:BOD5 < 2.5).** maximum allowable output concentrations should be taken subject to SanPin 4630-88, Pollution Protection of Surface Waters

General information

1

2

1

2

Biological Wastewater Treatment Plant Rainpark SBR CAS MAX

Household Wastewater Treatment Systems. BWTP Rainpark CAS Max

Household wastewater treatment is performed in two steps: Step 1 — mechanical treatment (averaging and settling) and Step 2 — biological treatment (biological oxidation and secondary settling).

Mechanical treatment unit — primary averaging settler. Primary settlers are installed before biological treatment facilities. The settler is designed to separate coarsely dispersed pollutants and part of suspended substances (up to 50%) suspended in the wastewater and capable to sink by gravity. The estimated time for accumulating wastewaters by this mechanical treatment unit is 5.5 hours. The humidity of sediment formed is 95 to 98%; the sediment is removed by a cesspool truck.

SBR-reactor unit (biological treatment) — aeration tank + denitrifier + nitrifier; secondary settler. All treatment steps in the reactor take place sequentially in one container (bioreactor); yet they are divided in time. The bioreactor operates by cycles that include the following stages: filling, biological oxidation, sedimentation, diverting of purified water, removal of excessive sludge. The duration of each cycle is determined based on the properties of incoming wastewater, requirements to purified water and other conditions.

The operation principle of the plant is as follows: wastewater is supplied through the inlet pipeline to the averaging settler where it is averaged out by throughput and concentration. This part of the plant performs mechanical treatment of wastewaters, trapping coarsely dispersed pollutants, synthetic surfactants, fats and other floating substances. Pollutants are separated by gravity: heavy pollutants sink to the bottom and light pollutants, due to a difference in density, float up forming a film.

The processing units are divided by internal fiberglass partitions preformed all around to the common casing. As the unit is launched, some water may leak between Unit 1 and Unit 2, which is not a defect or malfunction, since this does not result in decreased treatment quality.

The mechanically-treated household wastewater is supplied to Unit 2, the SBR reactor. For 5 to 15 minutes, the wastewater is pumped from the mid-level of the averaging settler to the SBR reactor to undergo biological treatment (the maximum wastewater-disposal excess to average hourly rate ratio is 2.0). The SBR reactor is a facility containing a mixture of free-float-ing microorganisms and wastewater. Aerators, which saturate wastewater with oxygen to keep the activated sludge alive, are installed on the bottom. To stay alive, the microorganisms consume oxygen and organic substances, oxidizing them. The process takes up to 4 hours.

On the next stage, the purified water is separated from the activated sludge. This is done by cutting off air supply. Unit 2 starts functioning as a secondary settler. Here the activated sludge coalesces and by gravity sinks to the bottom,

The complex of wastewater treatment facilities is designed to perform treatment of household wastewaters and industrial wastewaters of similar composition. The treatment system has two levels: underground (semi-underground) part and above-ground part. The underground part consists of treatment tanks/stages made of reinforced fiberglass and is ready to be installed. The above-ground part is a standard unit made from sandwich panels and containing processing equipment.

Based on years of experience in the area of wastewater treatment, a multilevel processing treatment scheme has been developed, which makes it possible to treat household wastewaters with performance of up to 200 m3 per day. The scheme includes three treatment steps: (1) mechanical treatment (separation from coarse mineral and partly organic particles); (2) biological treatment (mineralization of organic substances in colloidal or dissolved state);

(3) disinfection (neutralization of pathogenic organisms). Apart from treatment, sediment is accumulated and stabilized.

At plants with a performance of over 60 m3 per day, wastewa-ters, through a distribution well, are divided between multiple treatment lines (two to four). All the lines are equal in perfor-mance and consist of a primary settler, aeration tank (denitri-fier + nitrifier) and a secondary settler, (a well with a UV-lamp).

The distribution of wastewaters into multiple treatment lines (2 to 4) can also be optionally provided in case of a lesser perfor-mance (e.g. for a multi-staged commissioning).

This treatment technology ensures a high and steady treat-ment result. It will help you meet wastewater treatment requirements without adversely affecting the environment.

and pumping equipment 2 pumps the purified water to the outside of the plant. Part of the sediment from the SBR reactor is diverted to Unit 1, the primary averaging settler (once the sludge-water separation stage is over). At the end of the secondary-settlement cycle, pumping equipment 3 pumps circulating activated sludge from Unit 2 to Unit 1.

To keep the cycles running and ensure the plant operates correctly, an automation system with a timer is employed.

The sediment from Unit 1, Unit 2 and the secondary settler should be unloaded as they fill the units, but at least once every 3 to 6 months.

34 35

standartpark.ua


Averaging containerW = Q(m3/day)/3...4 (m3)

Aerator

Raw sediment

Primary settler(vertical / horizontal)

СТАДІЯ №1 -Усереднення стічної води по

витраті і концентраціїСТАДІЯ №2-

механічна очистка

Aerator

Aerator

Excessive activatedsludge (EAS)

#4Sludge accumulator & stabilizer

Circulating activated sludge (CAS)

Compressorequipment

Compressorequipment

EP

СТАДІЯ №3-біологічна очистка

Aeration tank(Nitrifier + Denitrifier)

Secondary settler(vertical / horizontal)

#5Engineering area

Sediment of80 to 90% humidity

Anoxic area(denitrification

process)NO3→N2

Aerobic area(nitrification process)

NH4→NO2→NO3

Solidwaste

Sanitarypump 1(2) pcs.

Sanitarypump 1(2) pcs.

Cleanwaterarea

Cleanwaterarea

Activated sludge(biofilm)96 to 98%

Sewer pumping stationW(usef.) ≈ Q(m3/h)*10% (m3)

Bask

et

СТАДІЯ №0 -Збір та перекачування

господарсько - побутового стоку

Compactedsediment

* Reagentpreparation

plant

Raw sediment (RS)

Умовні позначення технологічних тр-дів:- господарсько - побутові стічні води ( К 1);

- осад після відстоювання в Первинному відстійнику ;- осад , що утворється в процесі біологічного окислення ;

- осад , що утворється в процесідиттєдіяльності АМ ;

- осад , що циркулює в системі біологічноїочистки для забезпечення ефективної очистки ;Повітря ( П) - повітря для перемішування або підтримання процесубіологічної очистки ;Ел - електроенергія .

Air (A)

Air (A)

Air

(A)

Controlcabinet

Process Flow Diagram of Biological Wastewater Treatment Plant

Treatment technology


In BWTP Rainpark CAS MAX, wastewaters are treated by sequentially passing the following stages:

Stage 0:Store and pump household wastewater

This stage requires installation of a mechanical grid/basket to trap large mechanical contaminants.

If the inlet pipeline is deeper than 800 (1,000 mm) from the ground level, we recommend to install a pumping station, which we design separately on a case-by-case basis. The pumps are controlled from a central control cabinet (automatic devices).

Stage 2:Mechanical treatment

Averaged by concentration and throughput, the wastewaters further get to the primary settler, where suspended substances are settled. The raw sediment from the settling part of the primary settler is periodically removed by a pump immersed in the aerobic stabilizer (sludge collector). Clarified wastewaters flow by gravity to the following stage of biological treatment.

Stage 4Wastewater disinfection

To remove pathogenic microorganisms from wastewater, it undergoes another stage — ultra-violet disinfection. The equipment uses 130W, 320W and more powerful low-pressure UV-lamps with an operation life of 12,000 hours. Due to their high power, a high level of wastewater disinfection can be achieved. To ensure that the entire volume of wastewater is disinfected, the water is mixed.

Stage 1:Average wastewater by throughput and concentra-tion

This stage is an averaging container where all wastewaters come to. It additionally accepts volley sewage and equalizes pollutant concentration, whereupon the pumping equipment is used to evenly supply wastewaters for treatment, which is required to operate the plant steadily and efficiently.

Averaging by concentration is performed by continuous mixing with the use of air coming through aerators (tubular/disk-type) fed from compres-sors or by mixing pumps.

Averaging by throughput is performed with the use of pumps that evenly supply wastewaters to the further treatment stage.

Stage 3Biological treatment

The clarified wastewaters flow by gravity to the stage of biological treatment (denitrifier + aeration tank + nitrifier) and first get into the denitrifier, where circulating activated sludge from the secondary settler is also directed to. In the denitrifier, if a nutritious substrate (organic substances) enriched in nitrates is available, denitrification process develops, i.e. nitrates are restored to elementary nitrogen N03→N2. In the conditions of a sheer lack of oxygen, facultative anaerobic microorganisms use bound oxygen. To avoid sedimentation of the sludge mixture in this reactor, a mechanical mixer/pump is provided.The next unit of biological treatment is aeration tank. It is installed if there is a large amount of nutritious substrate (organic pollutants), which has not been entirely removed in the denitrifier. This treatment stage is performed under the following conditions: supply of sufficient amount of oxygen, the amount of circulating activated sludge and organics in wastewaters.Further, the sludge mixture flows by gravity to the nitrifier, wherein ammonia nitrogen is fully oxidized to nitrate nitrogen.Biologically purified wastewaters are supplied to the secondary settler. Here, from the sludge mixture, water and activated sludge are separated.The next facility is the secondary settler, which is designed to separate biologically purified water from activated sludge. The settler is designed as a vertical cylinder with a conic bottom that facilitates accumulation of activated sludge. The conic part of the settler contains a pump to provide for the circulation of the activated sludge on the biological treatment stage. It also pumps out excessive activated sludge to a sludge accumulator, where it is mineralized and compacted by gravity. The latter gets pumped back to the denitrifier. Airlist pumps pump floating substances and the excessive activated sludge to the aerobic stabilizer.Purified wastewaters are diverted to the place of disposal or go to the disinfection stage.

W/w W/w

W/wW/w W/w

W/w

W/w

O2

O2

O2

O2

Keys for processing pipelines:W/w - household wastewaters (K 1); Raw sediment (RS) - sediment lest aster settling in the primary settler; activated sludge (AS) - sediment formed in the process of biological oxidation; excessive activated sludge (EAS) - sediment formed in the process of AS activity; circulating activated sludge (CAS) - sediment that circulates in the biological treatment system to provide for efficient purification; air (A) - air used to mix or keep up the biological treatment process; EP - electric power.

Additional information

Aeration tank startupIf treatment facilities are launched without introduction of starting biomass (primer), its growth will take 15 to 30 days on average (in a warm season). Since it takes long to start up the plant, we recommend to introduce a starting bacterial primer, which will allow you to reach the designed level of treatment quality.

A starting bacterial primer is an activated sludge from operating household wastewater treatment facilities. It is free (should you have access to treatment facilities).

The starting primer should be introduced only once—as the plant is commissioned.

Pumping sediment. Maintenance recommendations

Sediments (stabilized and compacted) are pumped out of the anaerobic accumulators.The capacity of WBTP anaerobic accumulators is designed to accumulate sediments for up to 180 days. That means, that they need to be pumped out once every six months.

To reduce the pumping-out frequency, the capacity of anaerobic accumulators can be increased by installing additional containers. This can be done even aster the plant is launched.

To pump out the sediments, a cesspool truck is used.

Optionally, to improve the plant operation, WBTP Rainpark CAS MAX can be additionally completed with dehydrators, reagent preparation and dozing plants, automatic grids, crushers, sediment accumulation sensors, etc.

37Installation Tips

Installation Tips

36

standartpark.ua

Examples of Technical Solutions

L=13000

D=36

00

≈3000

≈3000

L=13000

�620

2

2

Б

A

A

Б�1000

3300

300

200

3

А-А

1-1

А А

1 1

≈1000

�620

2Б�1000

300

200

3

≈1000

≈3000

1300

2

Б

≈3000

D=36

00

150DN

80

0,00

-2,20

2,40

DN80

Maximum water levelin container

≈300

≈1000 DN651,10

DN65

≈1000

DN80

DN80

≈1000

DN65

DN65

D=2400�2600

≈1000

DN80

250

DN65

D=2400�2600

А-А

1-1

1 1

A A

6

H=24

001200

1100

D=2400�2600

1100

2

2

H=24

00

1200

2-2

≈3500

1

11

1

1

2.1

2.1

2.2

2.22.3

2.3

34

4

434

2.22.2

2.3

2.2

2.13

4

4

7

8 8

5

5

D110

D110

≈800

4 4

44

4 4

Ch. No. Sheet Doc. # Sign. Date

Stage Sheet Sheets

General Chart of Facilities Location

Size А3

General Chart of Facilities Location (Scale 1:50)

L=12000

D=30

00

2000

A

АА

0,00

-5,550

2-2

2000

∅620

∅1000

500

34

-5,4002

-5,4002

≈ 3500≈ 3500

L=12000

D=30

00

2000

A

∅2000

750

D 63

0

2

2250

3300

200

0,00

-5,550

1-1

2000

∅620

∅1000

500

34

-5,400 -5,4002

≈ 3500≈ 3500

∅620

∅1000

500

34

Ннап

.=15

00

АА

3

ББ

№1

№2

В

0,200,20

2

200

5

76

8

9

10

11

2хDN

125

D 40

0

150

≈285

0

0,00

D=3000

№2

≈1000

3-3

№1

2250

-3,30

�620

∅1000

3

АА

Б

2

1

0,20

Нth

rt.=

3100

1

≈550

5750

≈550

Нpre

s.=1

500

D=3000

В0,20

-5,402

555

6

7

8

67

88

67

101010

9

Ch. No. Sheet Sign. Date

Exec. by: Stage Sheet Sheets

Checked by:2 2

Accumulating Tank W = 80 m3

(D=3000mm, L=12000mm). Section 1-1, 2-2, 3-3

Size А4х3

Accumulating Tank W = 80 m3 D = 3,000, L = 12,000 mm. Section 1–1, 2–2, 3–3 (Scale 1:50) Specification of products, equipment and materials

Item Designation NameNo.

(pce.m)

Weight/unit, kg

Note

А Standartpark Rainwater accumulating tankW = 80 m3 (L = 12,000 mm, D = 3,000 mm) 2 pce

pce

pce

pce

БAccess extension d = 1,000 h = 2,850 mm with ladder L = 5,500 mm 3 set

set

set

set

set

set

set

set

set

set

set

В 1

1 Nozzle SN8 DN/OD=630/535,L = 800 mm 1

2 PVC Nozzle SN 4 D400, L = 600 mm 4

3 Fiberglass cover ∅620 3

4PVC ventilation system SN4 ∅110:pipe L = 2,000 mm; vent. cap 3

5* WiloSewer pumpRexa PROV08DA-246/EAD0X2-T0105-540-O

3 125.0

6Reverse flange ballvalve DN100 (PN10) 3

7Flange iron-cast door(PN10) 3

8 Steel pipe DN 100, stainless 3

9 Steel connection piping DN 125x100,stainless 1

10Pump guide pipeDN32(42,4х2,0) stainless 3

11 Pump lifting chain (stainless) 3

12PVC connection piping SN4D400, L - 2,000 mm 2

standartpark.ua

1.

2.

3.

4.

5.

1.

2.

3.

Horizontal facilityInstallationGuide

Vertical Installation Guide

Installation away from a roadway

Installation with a high level of groundwaters

Pavement

Anchor(metal lug)

Constructionbelt

R/c slab

R/c slab

Anchor

R/c slab Manhole

Example 1: Height chart for location of TankLineT Water-Accumulation Container and PumpLineP Booster Pump Station

Example 2: TankLineT Service Fluid Tank with Immersible Pumps

Access extension d = 2,000 h = 3,100 mm with cover

Note:1) diameter, material, reference to nozzle marks; manufacturer of pumping equipment agrees with the Customer.

Manufacturer may change product dimensions without notice. This will not deteriorate the quality of the product in general.

All sizes are in mm, unless specified otherwise.* not part of casing delivery package, delivered separately.

Lay a leveling 300-mm-thick layer of sand on the bottom of the pit.

Pour sand around the container in 300-mm layers. Thoroughly compact each layer of sand. Fill the container with water as you pour layers of sand.

Lay a leveling 300 mm thick layer of sand on the bottom of the pit.

Install a reinforced-concrete slab on the layer of sand.

Fixate the container to the slab using stainless anchors.

If the container is installed under a roadway with a traffic of heavy vehicles, an additional reinforced concrete relieving platform should be formed according to Figures II and III, which will help distribute the load evenly. The relieving platform is 200 mm thick, and its dimensions are 500 mm more than those of the container.

To prevent the container from being pushed out in case of a high level of groundwaters, fixate the container with anchors (eye lugs) and ropes (construction belts) to a reinforced-concrete founda-tion slab according to Figures IV and V. The container should be installed on a 300-mm layer of compacted sand put on top of the foundation slab. Never install the container on a reinforced-concrete base without a sand layer!

Lower the container to the pit.

39Shipped Products38

standartpark.ua

Rainpark’s Additional Equipment

Rainpark’s Additional Equipment

Floating switch with a cableCasing material: polypropyleneCable length: 10 mWeight: 1.6 kgProtection rating: IP68Relay: 1mA/4V - 5A/250V

Versatile level signal indicator Casing material: polycarbonateProtection rating: IP65Voltage: 150 -260 V / 50 HzPower: 8 WRelay output load capacity: 5 АSensor supply voltage: 12 VOperating-temperature range: -30 ... + 50 °СDimensions WxHxD: 145 х 120 х 55 mm

Sediment sensor Casing material: PTFEProtection rating: IP68Voltage: 9-24 VCable length: 10 mWeight: 250 gOperating-temperature range: -10 ... + 60 °С

Fluid level sensor Casing material: PETProtection rating: IP68Voltage: 9-24 VCable length: 10 mWeight: 150 gOperating-temperature range: -25 ... + 60 °С

Fat, oil, pertroleum product (media separation) level sensorCasing material: PET/ stainless steel Protection rating: IP68Voltage: 9-24 VCable length: 10 mWeight: 310 gOperating-temperature range: -10 ... + 60 °СDimensions WxHxD: 145 х 120 х 55 mm

Airport, Kherson Manufacture & storage complex, Dnipro Oblast

Grain terminal, Odesa Factory, Kyiv Oblast

Solid waste landfill, Mykolaiv Oblast

THIS CATALOG PRESENTS GENERIC PRODUCTS. UPON REQUEST, WE DEVELOP AND PROVIDE SOLUTIONS FOR INDIVIDUAL PRODUCTS THAT WOULD MEET SPECIFIC CONDITIONS OF CONSTRUCTION OR DESIGN PROJECTS.

For more information, visit our web site:www.standartpark.ua

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