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Project Category: 5(h), Integrated Paint industry

1

Pre – Feasibility Report

Expansion of existing Manufacturing capacity of

Veer Hues Limited at Dhatir Village, Palwal-

Sohna Road, NH 919, Palwal District, Haryana

Project Category: 5(f), Synthetic Organic Chemicals Industry (…other

synthetic organic chemicals and chemical intermediates)

Pre-Feasibility Report Expansion of manufacturing capacity of Veer Hues Limited

Dhatir Village, Palwal-Sohna Road, NH 919, Palwal District, Haryana

Project Category: 5(f), Synthetic Organic Chemicals Industry (…other synthetic organic

chemicals and chemical intermediates) 2

REPORT HEADING

Headings Description Page no

1 Executive Summary 5

2 Introduction of the Project/ Background Information 6

3 Project Description 7

4 Site Analysis 29

5 Planning Brief 34

6 Proposed Infrastructure 36

7 Rehabilitation and Resettlement (R & R) Plan 38

8 Project Schedule & Cost Estimates 38

9 Analysis of Proposal 39





Figure

Figure Description Page no

Fig. 1 Site location for Proposed Expansion of existing Manufacturing Capacity of Veer Hues Limited at Dhatir village, Palwal, Haryana

8

Fig. 2 Proposed site for Process Extension with coordinates 8

Fig. 3a Site Plan showing regularized construction of M/S. Veer Hues Limited, Dhatir, Palwal (Existing)

9

Fig. 3b Site Plan after Expansion 10

Fig. 4 Topographic Map of Proposed site (Ref. survey of india,1st edition 2007, map no. H43×3, H43×4, H43×7, H43×8)

12

Fig. 5 Process Flow chart diagram of Acrylic polymer emulsion 14

Fig. 6 Mass Balance for 2 Ton Batch of Acrylic polymer emulsions 15

Fig. 7 Flow diagram of Lacquer, Solvent based Priming material 16

Fig. 8 Mass balance of Lacquer, Solvent based Priming material 16

Fig. 9 Process flow diagram of Water based White Priming materials 17

Fig. 10 Mass Balance of Water based White Priming Material 18

Fig.11 Water Balance after proposed expansion process 26

Fig.12 Liquid Waste to Effluent Treatment Unit (Schematic Diagram) 27





Table

Table no Description Page no

Table 1 Nearby water bodies of the proposed site 10

Table 2 Production details (existing & after Expansion) 13

Table 3 Raw Material for Priming Material Production 18

Table 4 Raw materials used for production Acrylic polymer emulsion 20

Table 5 Details of Existing Bore wells 23

Table 6 Details of Stacks 24

Table 7 Effluent Generation after expansion of production 25

Table 8 Design Parameters of Effluent 25

Table 9 Environmental Sensitive area’s distance from Unit periphery 31

Table 10 Water bodies near Proposed project site 31

Table 11 Social Infrastructure 33

Table 12 The detail break-up of covered area 35





1.0 EXECUTIVE SUMMARY

Veer Hues Limited was registered at Registrar of Companies Delhi on 25 April, 1994 and is

categorised as Company limited by Shares and a Non-govt company. Veer Hues limited has

an existing production unit on Palwal-Sohna Road, at Dhatir village, in Palwal district of

Haryana. The Company planned for expansion of production capacity at existing Dhatir village

Unit. The total production capacity would be increased to 45,000 KL/Annum for Lacquer,

Priming material & Acrylic polymer emulsion in place of previous capacity of 27,000 KL. The

production capacity of Resin will be same as existing 9,000 KL as per proposed expansion

plan. The existing and proposed Unit is well connected by NH-919 (Palwal-Sohna road) and

also well connected with the national capital New Delhi with a distance of ~55 km through

Prithla-Dhatir road and NH-19 (Mathura Road). The nearest city is Palwal with a distance of

~10 km towards East from the proposed site. The nearest populated area is Dhatir village with

a distance of ~1.5 km towards NW.

The total requirement of raw water will be 200 m³/ day after proposed expansion of production

capacity. The only source of water in existing Unit is Groundwater, there are 2 bore well is

already exist in running process, NOC for extraction of 200 m³/ day groundwater is already in

process with CGWB. The requirement of power will be 750 kVA after expansion of production.

The basic source of power is The Dakshin Haryana Bijli Vitran Nigam (DHBVN) substation

(capacity 220 kV) at NH-919 Palwal-Sohna Road. Additionally, the Unit has 2 DG sets with a

capacity of 500 kVA & 200 kVA respectively for alternative power generation during power

failure from Grid. The Unit has a 2 nos. of Thermic Fluid Heater (Capacity: 6,00,000 Kcal each)

for heat generation. The Unit also has a cooling tower system with a capacity of 15 TR. The

Unit Currently has 74 numbers of direct Human resource and 100 plus contract labours, who

are working in the existing Unit. After expansion of production, the manpower will be increased

to 200.

Currently the Unit has a load of 32 KLD waste water generated from process as well as from

domestic use. Generated waste treated at their existing Effluent Treatment Unit, there is no

provision of Sewage Treatment Unit, Domestic waste flows to Septic tank, and septic tank

overflow comes within the ETP process. The load of effluent will not be increased after

production increment, because all the utility facilities will remain same, only water requirement

in production will be increase, but production of increased products will not generate any trade

water effluent, so Effluent generation will be same as existing. The Unit generates Hazardous

Waste viz. from process (from Mill wash & cleaning), Sludge from ETP Process and Used Oil.

Entire quantity of Hazardous waste stored in properly designated Hazardous Waste store and

transferred to authorised hazardous waste TSDF, i.e. GEPIL. Used Oil will be transferred to





the facility of M/s. Divya Petro Products, Ballabhgarh (Authorised recycler under Haryana

State Pollution Control Board). Other Solid Waste like plastic, paper, gatta and metallic scrap

also transferred to authorised recycler. Manure is used in gardening purpose. The Unit

management thoroughly follows & managed as per the MSIHC rules and Hazardous and

Other Wastes (Management and Transboundary Movement) Rules, 2015. The Unit has

Explosive licence for storage of Solvent/ Raffinate/ Slop with a quantity of 6,000 KL/Annum.

2.0 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

Veer Hues Limited was registered at Registrar of Companies Delhi on 25 April, 1994 and is

categorised as Company limited by Shares and a Non-govt company.

Veer Hues Limited's Corporate Identification Number (CIN) is U74999DL1994PLC058603 and

Registration Number is 058603. Its authorized share capital is Rs. 30,000,000 and its paid-up

capital is Rs. 15,732,000. It is involved in Business activities catering pre-materials of paints

manufacturers.

Veer Hues Limited’s registered address is 207, DSIDC COMPLEX, OKHLA INDUSTRIAL

AREA - I, New Delhi. - 110020, India.

Veer Hues Limited currently has 4 Active Directors / Partners: Neeta Jain, Sharat

Chandra, Abhishek Jain, Nikita Jain, and there are no other Active Directors / Partners in the

company except these 4 officials.

Veer Hues limited has an existing production unit on Palwal-Sohna Road, at Village: Dhatir,

District: Palwal, Haryana with a production capacity of 27,000 KL/ Annum (Lacquer, Priming

material & Acrylic polymer emulsion) & Resin (9,000 KL/ Annum). The company is a supplier

of Asian Paints for last several years.

The Company planned for expansion of production capacity at existing Dhatir village Unit with

18,000 KL of extra production. The total production capacity would be increased to 45,000

KL/Annum for Lacquer, Priming material & Acrylic polymer emulsion in place of previous

capacity of 27,000 KL. The production capacity of Resin will be same as existing 9,000 KL as

per proposed expansion plan.

The company has planned to improve their business with Asian Paints Limited by increasing

their production capacity as per increased demand of Asian Paints. 21st century has witnessed

massive urbanisation and extraordinary stylish lifestyle of urban society, which demands

improved and highly improvised infrastructures industry, Priming material and Lacquers are

the basic ingredients to present those infrastructures in a formal dressed condition. Asian

Paints has worldwide demand of modern Priming materials and Lacquers, which automatically

creates increased demands on Veer Hues Limited’s state of art production unit. The company

https://corporatedir.com/officer/00523821









has enough resource to develop their expansion plan in respect to qualified and experienced

human resources, technologies as well as financial view, because the existing Unit in active

condition and with a good shape to sanctioned the monetary loans from respective bodies.

The proposed expansion will lead to demand higher quantities of raw materials as well as

resources. The raw materials require for their products are available at local market, as well

as with import facilities. Resources like land, power, water, Human resources are easily

available at their existing state of art production unit in Dhatir village with all basic facilities

build in position. Increased requirement of resources for expansion will much lesser than the

new or alternative facilities. Tentative number of employment generation will be around 26

nos. With requirements of skilled and semi-skilled resources during expansion project as well

as during expanded production runs.

3.0 PROJECT DESCRIPTION

Veer Hues Limited, village - Dhatir, Palwal, Haryana has been planned to expand their

production capacity of Lacquers, Priming material, Acrylic polymer emulsion from 27,000 KL

to 45,000 KL due the increased demand of market as well as chain industry.

The proposed project is expansion of manufacturing facility for higher production capacity

having an area of 6.4 Acres (approx.) situated at Dhatir Village, Palwal District, and Haryana.

Unit will have total Production Capacity: 45000 MT/ Annum (Lacquer, Priming material &

Acrylic polymer emulsion) after proposed expansion. There is no interlinked and

interdependent project.

Justification for Expansion

Spotting opportunities at global scale, also keeping in mind of increasing demand from mother

concern M/s. Asian Paints ltd., the Veer Hues Limited has planned to expand their production

capacity at their existing Unit at Dhatir, in Palwal district. The Unit has already owned enough

land for additional civil expansion, with a 60 m Greenfield border along the NH-71 B/ NH-919

highway and having only 8901.41 m² area approved for build-up structure out of total 26023.41

m² of owned land. So, there is may not be any requirement of additional land area or

alternative site.

Location of Proposed Site

• State: Haryana

• District: Palwal

• Tehsil: Palwal

• Village: Dhatir

The total proposed land area is about 6.4 Acres or 26023.41 m².





Fig. 1: Site location for Proposed Expansion of existing Manufacturing Capacity of

Veer Hues Limited at Dhatir village, Palwal, Haryana

Fig. 2: Proposed site for Process Extension with coordinates





Fig. 3a: Site Plan showing regularized construction of M/S. Veer Hues Limited, Dhatir, Palwal

(Existing)

The proposed site is well connected with NH- 919/ 71B (Palwal-Sohana road). The nearest

railway stations are Asaoti and Palwal towards East in Delhi-Palwal railway route of Northern

Railway connection. The nearest airways connectivity is Indira Gandhi International Airport,

New Delhi with distance of 50 km towards North. The nearest city of the Unit site is Palwal

with a distance of 10km towards south-east. The surrounding nearby villages are Dudhola 5.0

km towards east, Prithla 7 km towards NE, Asaoti 10.0 km towards east. There is multiple

densely populated area within the 5km radius of the proposed site, which are, Allika, with a

distance of 3.6 km towards South-east, Dhatir (1.5 km towards North-west), Dudhola (5 km

towards East). There are multiple water bodies near the proposed site (see table 1) but no

natural surface/ Fresh water stream in nearby to the unit.





Fig. 3b: Site Plan after Expansion

Table 1: Nearby water bodies of the proposed site

Water body Location Dist.(Km) Direction

Gaunchhi Drain Dhatir ~ 0.35 East

Pond Dhatir ~ 1.25 NW




Pond Patli Khurd ~ 4.24 SE

Pond Sikandarpur ~ 2.82 NE






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Project Category: 5(f), Synthetic Organic Chemicals Industry (…other synthetic organic chemicals and chemical intermediates) 12

Fig. 4: Topographic Map of Proposed site (Ref. survey of india,1st edition 2007, map no. H43X8, H43X4)




chemicals and chemical intermediates)

13

There is no alternative site studied because Veer Hues Limited has planned to expand their

production capacity at their existing Unit at dhatir, in palwal district. The Unit has already owned

enough land for additional civil expansion, with a 60 m. Green-field border along the NH- 919/

71 B highway and having only 8901.41 m² area approved for build-up structure out of total

26023.41 m² of owned land. Additionally, the Unit is coming within regularized industrial land

use structure (Vide letter attached with the TOR application), so there is no loss of agricultural

land or ecologically sensitive land or green belt. Also, there is no Ecological sensitive zone or

notified forest area within the 10 km radius of the Unit site. Densely populated areas are well

away from the site. There are multiple schools observed within the 10 km radius of the site, but

all are having a distance of minimum 1.5 km. No monuments or religious place or archaeological

site will be affected due the proposed expansion project.

The proposed project is the expansion of existing production capacity of Lacquer, Priming

materials, Acrylic polymer emulsion form 27000 MT/Annum to 45000 MT/Annum while keeping

the resin manufacturing capacity same with 9000 MT/Annum.

Table 2: Production details (existing & after Expansion)

S. No. Name of Products Unit Production capacity

Existing Proposed

1 Lacquers KL/Annum 6000 --

2 Priming material KL/Annum 6000 --

3 Acrylic polymer

Emulsion KL/Annum 15000 --

Total KL/Annum 27000 45000

4 Resin KL/Annum 9000 --

Total KL/Annum 9000 --

Process Description of Acrylic polymer emulsion

• Acrylic polymer Emulsion is processed in Pug Mixers.

• Pug mixer is cleaned and materials are charged in the pug mixer as per the sequence

given in the Acrylic polymer emulsion formulations.

• Content is then processed for about 5-8 hrs. depending on product, tested and packed.

• All materials are added in the same pug mixer, processed and packed.

• Intermediates required in Acrylic polymer emulsion are processed separately.





14

Fig. 5: Process Flow chart diagram of Acrylic polymer emulsion





15

Fig. 6: Mass Balance for 2 Ton Batch of Acrylic polymer emulsions

Process Description of Lacquer, Solvent based Priming material

• Lacquers and Priming materials are processed in either Bead Mills, Ball Mills or TSHSD.

• Powders, resins, solvents and other additives are added in above machines and

required level of dispersion is achieved

• Processing time is 4-6 hrs. for Bead mill and TSHSD based formulations and 8-10 hrs.

for Ball mill-based formulations.

• The dispersed material is then stabilized in the above machines and discharged in

Mixers.

• The remaining quantities of materials like driers, tinters, resins and thinners are also

added in mixers.

• The consistency & viscosity are adjusted in mixer.

• On verification of the product specifications, the batch is approved and the product is

filtered and packed.

• Packing is done in required pack sizes. The pack size and type of product decide the

appropriate packing machine.





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Fig. 7: Flow diagram of Lacquer, Solvent based Priming material

Fig. 8: Mass balance of Lacquer, Solvent based Priming material





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Process Description of Water Based White Priming Material

• Water Based White Priming materials are processed in either Twin Shaft High Speed

Disperser (TSHSD) or High-Speed Mixer (HSM).

• Powder RM’s, emulsion, other additives are added in above machines and required level

of dispersion is achieved.

• Processing time is 3 to 5 hours for the above Mill Base.

• The milled/ dispersed material is then stabilized in the above machines and discharged in

Mixers.

• The remaining quantities of materials like Emulsion, driers, additives, water are also added

in mixers.

• The consistency, viscosity, colour and drying time are adjusted in mixer.

• On verification of the product specifications, the batch is approved and the product is

filtered and packed.

• Packing is done in required pack sizes. The pack size and type of product decide the

appropriate packing machine.

Fig. 9: Process flow diagram of Water based White Priming materials





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Fig 10: Mass Balance of Water based White Priming Material

Note:

• Depending on shade and quality of the product the raw materials would change but the

% loss will be more or less be the same in all the cases.

Table 3: Raw Material for Priming Material Production

S. No. Chemical State Hazard

Involved

Means of

Storage

(Tentative)

Consumpti

on/ Day

(Kg/ Ltr.)

1 Alkyd Resins Liquid Flammable TANKS UNDER

COVER 260.5 Ton

2 RED OXIDE 240 MESH Powder Irritant CLOSED WITH

ADEQUATE VENTILATION

45

3 TITANIUM DIOXIDE ANATASE

B101 Powder

Corrosive / toxic fumes

CLOSED WITH ADEQUATE

VENTILATION 12

4 STEATITE – COLOUR 240# Powder

CLOSED WITH

ADEQUATE

VENTILATION 12

5 STEATITE – 500 MESH Powder

CLOSED WITH

ADEQUATE

VENTILATION 1662

6 WHITING P 240 MESH (OFF

WHITE) Powder

CLOSED WITH

ADEQUATE

VENTILATION 2495





19

7 DOLOMITE 240 MESH Powder Toxic / Irritant

CLOSED WITH

ADEQUATE

VENTILATION 500

8 DOLOMITE 500# Powder Toxic / Irritant

CLOSED WITH

ADEQUATE

VENTILATION 2000

9 CALCIUM OCTOATE (3 %) Liquid Flammable /

Toxic / Irritant

SHAD-NO SUN

RAY, RAIN 161

10 COBALT OCTOATE (6 %) Liquid Flammable /

Toxic / Irritant

SHAD-NO SUN

RAY, RAIN 46

11 MANGANESE OCTOATE 10 % Liquid Irritant /

Explosive SHAD-NO SUN

RAY, RAIN 4

12 ZINC OCTOATE 18 % Liquid SHAD-NO SUN

RAY, RAIN 15

13 EFKA 6220 Liquid Toxic

Fumes

CLOSED WITH

ADEQUATE

VENTILATION 18

14 SOYALECITHIN Liquid Flammable

CLOSED WITH

ADEQUATE

VENTILATION 75

15 RHEOLOGICAL ADDITIVE -

CLAY TYPE Powder

CLOSED WITH

ADEQUATE

VENTILATION 39

16 ALUMINUM STEARATE HIGEL Powder

CLOSED WITH

ADEQUATE

VENTILATION 26

17 M E K OXIME Liquid

CLOSED WITH

ADEQUATE

VENTILATION 10

18 DISTILLED SOYA FATTY ACID Liquid Flammable

CLOSED WITH

ADEQUATE

VENTILATION 134

19 MINERAL TURPENTINE OIL Liquid Flammable TANKS UNDER

COVER 5892

20 WATER Liquid - TANKS IN OPEN

AREA 14000

21 DCO STAND OIL 25 PS Liquid - TANKS IN OPEN

AREA 215

22 CATALYST CLOSED WITH


12





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Table 4: Raw materials used for production Acrylic polymer emulsion

S. No. Chemical State Hazard

Involved

Means of

Storage

(Tentative)

Consumpti

on/Day

(KG/Ltr)

1 ATSOLYN A 1000 Powder CLOSED WITH


144

2 BUTYL DIGLYCOL Liquid Irritant SHAD-NO SUN

RAY, RAIN 60

3 CALASIAN Powder

CLOSED WITH

ADEQUATE

VENTILATION 439

4 CEPOL HVP SOL Powder

CLOSED WITH

ADEQUATE

VENTILATION 37

5 CHINA CLAY – KCG Solid

CLOSED WITH

ADEQUATE

VENTILATION 748

6 CHINA CLAY – PASTEL

CREAMISH 500 Solid

CLSD ENCLOSR E CLASS

100

7 CHINA CLAY – BCK GRADE Solid MATERIALS IN

SILO 2875

8 CHINA CLAY – COLOUR (J)

240# Powder

CLSD ENCLOSR E CLASS

168

9 DCO STAND OIL 25 PS Liquid TANKS IN OPEN

AREA 260

10 DIPENTINE Liquid Irritant/

Inflammable TANKS IN OPEN

AREA 286

11 DOLOMITE 10 MICRONS Powder Irritant/ Toxic

CLOSED WITH

ADEQUATE

VENTILATION 1325

12 DOLOMITE 240 MESH Solid

CLOSED WITH

ADEQUATE

VENTILATION 412

13 DOLOMITE 500 # Solid

CLOSED WITH

ADEQUATE

VENTILATION 2959

14 FOAMASTERS Liquid SHAD-NO SUN

RAY, RAIN 14

15 GREY BARYTES Powder

CLOSED WITH

ADEQUATE

VENTILATION 1485

16 HYDROXY ETHYL CELLULOSE Powder

CLOSED WITH

ADEQUATE

VENTILATION 60

17 IGSURF – 8450 Liquid

SHAD-NO SUN

RAY, RAIN 2

18 INDOFIL 850 Liquid

SHAD-NO SUN

RAY, RAIN 95

19 INDOFIL G 110 Liquid

SHAD-NO SUN

RAY, RAIN 95





21

20 DRIER 36 % Liquid SHAD-NO SUN

RAY, RAIN 7

21 LIQUOR AMMONIA Liquid Toxic

CLOSED WITH

ADEQUATE

VENTILATION 127

22 M E K OXIME Liquid

CLOSED WITH

ADEQUATE

VENTILATION 8

23 MARBLE POWDER 10

MICRONS Powder

MATERIALS IN

SILO 200

24 MARBLE POWDERS 500 MESH Powder

MATERIALS IN

SILO 4013

25 MCEE 10 Powder

CLOSED WITH

ADEQUATE

VENTILATION 102

26 MINERAL TURPENTINE OIL Liquid Irritating Vapor

CLOSED WITH

ADEQUATE

VENTILATION 5000

27 MOONO ETHYLENE GLYCOL Liquid Irritant

CLOSED WITH

ADEQUATE

VENTILATION 12

28 MOWIPLUS XW330 Powder

CLOSED WITH

ADEQUATE

VENTILATION 69

29 NEW CASEIN SOLUTION FOR

TSD Powder

CLOSED WITH

ADEQUATE

VENTILATION 500

30 NIPACIDE CFX Powder Explosive/

Irritant

CLOSED WITH

ADEQUATE

VENTILATION 0

31 R 3405 (RESINS) Liquid TANKS IN OPEN

AREA 62

32 R 9964 Liquid TANKS IN OPEN

AREA 2215

33 RABAFIL FP70 – 500 MESH Powder CLOSED WITH


172

34 SAPCO NXZ Liquid SHAD-NO SUN

RAY, RAIN 1

35 SILICA POWDER 500 MESH Powder Health Effect

CLOSED WITH

ADEQUATE

VENTILATION 19

36 SODIUM BENZOATE Solid/

Powder Toxic

CLOSED WITH

ADEQUATE

VENTILATION 2

37 SODIUM HEXA META

PHOSPHATE Solid --

CLOSED WITH

ADEQUATE

VENTILATION 13

38 SODIUM PENTA CHLORO

PHENATE Solids Toxic

CLOSED WITH

ADEQUATE

VENTILATION 2





22

39 SOYALECITHIN Liquid -- CLOSED WITH

VENTILATION & SEGREGRATED

40

40 STEATITE – 500 MESH Powder MATERIALS IN

SILO 7718

41 STEATITE – COLOUR 240# Powder

CLOSED WITH

ADEQUATE

VENTILATION 487

42 SYN TINTER PHIL I BLK Powder

CLOSED WITH

ADEQUATE

VENTILATION 22

43 TETRA POTASSIUM PYROPHOSPHATE

Powder Toxic/ Irritant

CLOSED WITH

ADEQUATE

VENTILATION 8

44 TEXANOL Liquid TANKS IN OPEN

AREA 2

45 THICKNER SOLN. (2 % NAT

250 HBR) Powder

CLOSED WITH

ADEQUATE

VENTILATION 500

46 TINTER AUS FAST VIOLET Powder

CLOSED WITH

ADEQUATE

VENTILATION 1

47 TITANIUM DIOXIDE ANATASE

B101 Powder

CLOSED WITH

ADEQUATE

VENTILATION 126

48 TITANIUM DIOXIDE RUTILE

RC-822 Solid Inflammable

CLOSED WITH

ADEQUATE

VENTILATION 20

49 TROYSAN S 97 Liquid CLOSED WITH

VENTILATION & SEGREGRATED

5

50 VISICRYL 7745 TANKS IN OPEN

AREA 40

51 WATER Liquid -- TANKS IN OPEN

AREA 15 KL

52 ZEOLEX 325 Powder --

CLOSED WITH

ADEQUATE

VENTILATION 2

53 ZINC OXIDE SPECIAL Powder Toxic

CLOSED WITH

ADEQUATE

VENTILATION 2

RESOURCE OPTIMISATION

The company is committed to structure their facilities towards Environmental Friendly

management & Process to comply with Environmental law & regulations and to meet the

requirement of stakeholders and to create a benchmark within the sector to continue to

production without affecting its environment. The management has been identified the

objectives to optimise resource and already working on it. The first step is to identify the process

raw material requirements, also resource requirement like Water, power, human resource, after

that there will need to restrict resources only as per requirement and minimising unnecessary





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wastage. If waste generation will less at process, then there will less requirement of further

identification and segregation of complex treatment and reuse, recycle.

The following hierarchy will be followed for waste management with an ultimate aim of “Zero

Waste”.

1. Resource Conservation

2. Elimination of Waste Streams

3. Minimizing Waste

4. Reuse of Wastes

5. Treatment and Disposal for making wastes harmless

6. Recycle of Wastes

Wash water generated from cleaning of equipment will be re-used back into the process. The

company also have the Waste water treatment facility (Domestic & Effluent) & solid waste

segregation facility as per the quality of waste generated and what will be generate. For

minimise Power waste, Unit will be installed latest energy saving technologies. In near future

the management would also plan to opt renewable energy as a source as per maximum extent

of requirements. In terms of Human resource, company has good organisational structure with

leadership and planning to utilise human resources properly.

WATER RESOURCE

The total requirement of water will be 200 m³/ day after proposed expansion of production

capacity in compare to existing requirement of 62 m3/ day. The only source of water in existing

Unit is Groundwater, there are 2 bore well is already exist in running process, NOC for extraction

of 200 m³/ day groundwater is already in process with CGWB. The details of bore wells are

given below in table 6.

Table 5: Details of Existing Bore wells

Sl. No.

Name of the

Structure

Extraction Mode

depth(m) Diameter of Well(mm)

Discharge Capacity (m³/ hr)

1 Bore well Submersible

Pump (10 HP) 60 230 20

2 Bore well Submersible

Pump (10 HP) 60 230 20





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ENERGY RESOURCE

The requirement of power will be 750 kVA after expansion of production. The basic source of

power is The Dakshin Haryana Bijli Vitran Nigam (DHBVN) substation (capacity 220 kV) at NH-

919 Palwal-Sohna Road, Meghpur Village, Palwal, with a distance of 7 km from the Unit. The

company has own transformer (capacity: 500 kVA) within the Unit to use the grid power into

their process. Additionally, the Unit has 2 DG sets with a capacity of 500 kVA & 200 kVA

respectively for alternative power generation during power failure from Grid.

FUEL CONSUMPTION

Fuel will be required approximately 1.0 KL/ day after proposed expansion of production capacity,

which will be utilised at Utility area. The type of fuel will be used is Low Sulphur Diesel (LSD).

UTILITY REQUIREMENT

The Unit has 2 nos. of Thermic Fluid Heater (Capacity: 6,00,000 Kcal each) for heat generation

and 2 nos. of DG set for alternative power generation. The Unit also has a cooling tower system

with a capacity of 15 TR.

Table 6: Details of Stacks

S. No.

Stack Attached to

Capacity Stack Nos.

Type of Fuel used

Stack Height

Operating hours

1

DG set

500 KVA & 200 KVA

2 LSD 6.0 m 3.5 m

Only for power backup

2

Thermic

Fluid Heater

6 LAC KCAL

2 LSD 30 m Continuous operation 6 LAC

KCAL

HUMAN RESOURCES

Currently 74 peoples are working in the existing Unit as company pay roll and above 100

contract labours are involved in existing activity. After expansion of production it might be

increased to 200.

RAW MATERIAL SOURCE

All the raw materials required for production (Existing & after expansion) are easily available at

local market as well as nearest metro city, the capital of India – New Delhi. The transportation

of raw materials made through Truck & Tankers.





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WASTE GENERATION

Currently the Unit has a load of 32 KLD waste water generated from process as well as from

domestic use. Generated waste treated at their existing Effluent Treatment Unit, there is no

requirement of Sewage Treatment Unit, Domestic waste flows to Septic tank, and septic tank

overflow comes within the ETP process. Waste water generation will not be increased after

expansion because process would not release any trade effluent and generation of effluent will

more or less be same as existing. ETP up gradation will be incorporated as per capacity &

influent load after expansion (see Master Plan after expansion for detail of expanded ETP

system).

ETP process flow diagram and effluent generation details are given below.

Table 7: Effluent Generation after expansion of production

S. No. Area of Consumption

Water Consumption

(KLD)

Waste Water

Generation (KLD)

Treatment

1 RO Unit + Utility 104.0 10.00

Treatment at ETP

and reuse

2 Process 84.0 14.10

3 Floor washing 2.0 1.70

4 Domestic 10.0 6.20

Raw water consumption 200.00 32.00

Green belt 8.00 0.00

Other Use 14.00 0.00

Process 10.00 0.00

Treated water consumption 32.00 0.00

Table 8: Design Parameters of Effluent

Design flow 32 m3/day

Parameters Inlet Outlet

pH 8 6.5-8.5

Design BOD 350 mg/l Less than 30 mg/l

Design COD 1500 mg/l Less than 250 mg/l

T.S.S. 500 mg/l Less than 100 mg/l





26

Raw Water Consumption Effluent Generation

RO Rejects

10.00 KLD

10.00 KLD

14.10 KLD

1.70 KLD

6.20 KLD

Fig 11: Water Balance after proposed expansion process

Raw Water (Ground water)

200.00 KLD

RO + Utility 104.00 KLD

Process 84.00 KLD

Floor Washing 2.00 KLD

Domestic Use 10.00 KLD

ETP

Septic Tank

Green Belt Use 8.00 KLD

Other Use 14.00 KLD




Process Waste

Process Wash

RO Reject Semi Solid Sludge

Sludge

Drying Bed

Domestic Waste

Semi Solid Sludge

Treated Effluent to be used in

Process & green belt maintenance

Fig. 12: Liquid Waste to Effluent Treatment Unit (Schematic Diagram)

Screen Chamber

Equalisation

Tank Flocculator Primary

Tube settler

Septic Tank

Aeration Tank

Secondary

Tube Settler Disinfection

Sump DM

Filter




Blank Pag





29

The Unit Has Hazardous Waste viz. from process (from Mill wash & cleaning), Sludge from ETP

Process and Used Oil. Entire quantity of Hazardous waste stored in properly designated

Hazardous Waste store and transferred to authorised hazardous waste TSDF, i.e. GEPIL. Used

Oil will be transferred to the facility of M/s. Divya Petro Products, Ballabhgarh (Authorised

recycler under Haryana State Pollution Control Board). Other Solid Waste like plastic, paper,

gatta and metallic scrap also transferred to authorised recycler. Manure is used in gardening

purpose. The Unit management thoroughly flows managed as per the MSIHC rules and

Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2015.

4.0 SITE ANALYSIS

Connectivity

The proposed project site is located in Dhatir Village, Palwal District, Haryana State.

By Road

Proposed Site is located at an aerial distance of ~ 8 km towards West direction from District

Head quarter Palwal. Site is easily approachable through NH 71B/ 919 (Palwal –Sohna Road),

which is start from Rewari and ends at Palwal.

By Railway

The nearest railway stations at Palwal and Asaoti are about ~ 12 km in SE direction and ~ 12

km in NE direction respectively from the proposed project site and Palwal railway station is one

of the largest railway station in Haryana.

By Airway

The nearest airport at New Delhi is about ~ 50 km in NW direction from the site.

Land Use pattern

Veer Hues Limited had planned to expand their production capacity at their existing Unit at

Dhatir village, There is no requirement of addition build-up area also for production, excess

production may require improved and expanded facilities like improved Raw water processing

unit, and cooling facility, Improved ETP, all facilities might require additional land area for

expansion, the existing Unit has 17,122 m² open & green area, so there will be no requirement

of additional land acquisition. The existing land is solely owned by M/s. Veer Hues Limited, also

regularised under Industrial Regularisation Policy by Office of the Senior Town Planner,

Faridabad, Govt. of Haryana {memo no.: 3282, STP(FBD)p-17/2013} as industrial land.





30

Topography

Palwal is situated at the bottom of south Haryana. The district is located at a Longitude of 76°

59' east and the Latitude is 28° 40' north. It is situated at a height of 199.49 meters from the Sea

level. Palwal is surrounded by Mewat in west, Gurugram in North-West, Faridabad in North, and

Aligarh in East and Mathura in South.

The proposed Unit lies between 28°11’6” to 28°10’58” North latitude and 77°15’19” to 77°15’28”

longitude. The average elevation of the area is around 193 m from mean sea level. The detail

topographic features of the area will be broadly discussed in EIA study. The topographic map

of the area is attached earlier in this report also attached with TOR application (see Fig. 4 of

page 13).

Existing Land Use Pattern

The proposed Unit location comes within Industrial land use with Regularization of existing

industrial unit under Industrial regularization policy issued vide government memo no.: 3282

dated 14-5-2013. There is No Forest land involved in the subjected Project. Also, no clearance

required from Forest authorities, or Unit does not come under any CRZ notified area. There is

no environmental sensitive zone with the 10 km radius from the periphery of the existing Unit.

The nearest Eco Sensitive Zones are Asola Bhatti Wildlife Sanctuary, at Delhi-Haryana Border

(~40 km towards North), Sultanpur National Park near Gurugram (~60 km towards NW),

Bindhawas Wildlife Sanctuary (~110 km towards NW), Khaparwas WS (~100 km towards NW),

and Nahar WS (~ 100 km towards West). Critically polluted area near the proposed site is New

Delhi, with a distance of around 50 km towards North. There is no interstate or national boundary

within 10 km radius from the periphery of the proposed site. The nearest river is Yamuna River,

with a distance of 25km towards East via NH-919. The high Flood Level of Yamuna is estimated

between 199-212 m at Delhi and surrounding (HFL zones estimation by Delhi Govt. report), thus

the elevation of the area identified for proposed expansion is more less on same height of

Yamuna HFL height, but the area did not experienced flood due to the Yamuna or Ghaggar river

basin flood, because the HFL zone of Yamuna, i.e. most of the part of East Delhi, is almost 50

km away from the proposed area. Additionally, the area is notified under Industrial land use,

thus the infrastructures are mounted and installed well above the High Flood Level according

the engineered design.





31

Table 9: Environmental Sensitive area’s distance from Unit periphery

Area Location

Distance in km Direction

Protected Forest Palwal ~ 10.80 SE

Mountain Near kherli lala ~ 14.65 NW

Table 10: Water bodies near Proposed project site

Existing Infrastructure

The proposed site for capacity expansion of products comes under regularized industrial zones

by govt. of Haryana. Also, the project is expansion, thus the basic infrastructures are already

being in place, there will increment of requirement due the expanded production, the process to

obtaining all necessary permission for requirement of higher use of basic infrastructure like

application for expanded load of power has already been initiated, application for Groundwater

extraction is already under process of CGWB. Further, Unit has owned area, company had

installed the internal drainage facility, Waste management facility, bore well facility etc.

Company has tied up with M/s. Divya Petro Products for Waste oil recycle, which will be

generate at Veer Hues Limited site. The company would upgrade their existing Effluent

treatment facility as per requirement after expansion. The Company also obtained the revised

building plan.

Soil Characteristics

Soils of the area are classified as tropical and brown soils, existing in major parts of the district.

Organic contents of the area are 0.2 to 0.4 percent and falls in Low category. The average

conductivity of the soil is not more than 0.80 µmhos /cm and the average pH of the soil is

Water body Location Dist.(Km) Dir.

Gaunchhi drain Dhatir ~ 0.35 SE





Pond Allika ~ 2.61 S

Pond Ghugera ~ 2.88 SE

Pond Patli Khurd ~ 4.24 SE







32

between 6.5 and 8.7. The area comprises almost flat plains traversed by one ridge running N-

S to NNE-SSW direction, divides the alluvium into two parts.

Climate Condition

The climate of Palwal district can be classified as tropical steppe, semiarid and hot which is

mainly characterized by the extreme dryness of the Air except during monsoon months. The

climate here is classified as BSh by the Köppen-Geiger system. The temperature here averages

25.4 °C. During three months of south west monsoon from last week of June to September, the

moist air of oceanic penetrate into the district and causes high humidity, cloudiness and

monsoon rainfall. The period from October to December constitutes post monsoon season. The

cold weather season prevails from January to the beginning of March and followed by the hot

weather or summer season which prevails up to the last week of June. The normal annual

rainfall in Palwal district is about 542 mm spread over 27 days. The south west monsoon sets

in the last week of June and withdraws towards the end of September and contributes about

85% of the annual rainfall. July and August are the wettest months 15% of the annual rainfall

occurs during the non-monsoon months in the wake of thunder storms and western

Disturbances. The temperatures are highest on average in June, at around 34.4 °C. In January,

the average temperature is 14.5 °C. It is the lowest average temperature of the whole year. The

variation in the precipitation between the driest and wettest months is 182 mm. The average

temperatures vary during the year by 19.9°C.

The area remains cloudy between June –September, which is the active period of the monsoon

season. Cloud amount is 1.4-5.1 oktas during monsoon season, while it is 0.4-2.6 oktas in post

monsoon, winter and summer season.

Most humid conditions are found in the monsoons, followed by winter, summer and post-

monsoons in that order. Mornings are more humid than evenings and humidity ranges from

some high 55-80% in monsoon mornings to a low of 38-69% in winter evenings. During post-

monsoon season, in morning humidity is ~72% and in the evening, it is ~ 47%.

Social Infrastructure available

Provisions of additional social infrastructure such as schools, health centres, drinking water

facilities, etc. are envisaged. However, these facilities are adequately available in the Region.





33

Table 11: Social Infrastructure

sl. No.

Infrastructure Locality Distance (approx.)

Direction Connectivity through

Hospital

1 Govt. Hospital Dudhola 4 km NE Prithla-Dhatir road

2 Govt. Hospital Teharki 5 km NW NH 919 (Palwal-Sohna

road)

3 Daimond Hospital Dudhola 1 km NW NH 919 (Palwal-Sohna

road)

School

4 Govt. Primary School Dudhola 5 km NE Prithla-Dhatir road

5 Govt. Middle School Teharki 4 km NW NH 919 (Palwal-Sohna

road) then NH-22A (Palwal-Aligarh road)

6 Govt. Senior Sec. School Chandhat 20 km SE NH 919 (Palwal-Sohna

road)

7 KRM School Dhatir 2 km NW NH 919 (Palwal-Sohna

road)

8 B M Modal School Dudhola 5 km NE Prithla-Dhatir road

College

9 World Institute of

Technology Dhatir 2 km SE

NH 919 (Palwal-Sohna road)

10 Apeejay college of

Engineering Sohna 12 km NW


11 SVRAN Apeejay Institute

of Management Karnki 10 km West


12 Apeejay Stya University Karnki 9 km NW NH 919 (Palwal-Sohna

road)

Bank

13 Oriental Bank of

Commerce Dudhola 1 km NE


14 Sarva Haryana Gramin

Bank Dudhola 4 km NE Prithla-Dhatir road

Post Office

15 Post Office Bhirawati 13 km West NH 919 (Palwal-Sohna

road)

Police Station

16 Police Chawki Near Teharki 3.7 km NW NH 919 (Palwal-Sohna

road)

Petrol Pump

17 HP Petrol pump Dhatir 2.5 km NW NH 919 (Palwal-Sohna

road)

18 Petrol Pump Ghughera 4 km SE NH 919 (Palwal-Sohna

road)





34

Religious Place

19 Allika Village Mandir Allika 1 km SE NH 919 (Palwal-Sohna

road)

20 Sani Dev Kund Allika 1 km SE NH 919 (Palwal-Sohna

road)

21 Bajrangbali Mandir Allika 2 km SE NH 919 (Palwal-Sohna

road)

Existing Environment Management

The existing processing unit of Veer Hues Ltd. at same premises has Effluent Treatment Plant,

and there is no trade effluent for discharge outside the unit. There is separate drainage provision

for storm water, thus no mixing of storm water with effluent is happening. All the parameter of

effluent is within the prescribed limit of CPCB after treatment process.

All the stack is provided with APCM. Regular maintenance of the equipment is in practice.

Solid & Hazardous waste materials has separate waste storage area, spillage collection sump

is provided with the area.

All the hazardous & Inflammable materials are stored within the separate storage, these areas

are provided with designated extinguishing facilities.

Employees and workers are provided with personal protective equipment as required.

The unit has all required safety signages, First-aid facility, safety showers etc.

The unit has safety, Health & Environmental management policy and Emergency Response

Plan are in practice.

5. PLANNING BRIEF

Planning Concept

Construction work for expansion of production of the Unit would start subsequent to receipt of

Environmental Clearance (EC) and Consent to Establish (CTE) from State Pollution Control

Board. The Unit area is coming within the regularised industrial area, the Unit already has basic

infrastructure, and necessary up gradation will be done as per the approved design. The Unit is

well connected by highway (NH-919/71B – Palwal to Sohna road).

Population Projection

Human resource requirement for manufacturing facility will be 200 nos. (Permanent and contract

basis) in contrast to existing 174 plus. Most of the employment will be generated from local

people from nearby villages depending upon the availability of skilled and semi-skilled people.

So, there may not be any permanent migration of people. Hence, there should be no population

projection.





35

Land Use Planning

Table 12: The detail break-up of covered area

Sl. No.

Unit Area Covered (m²)

(existing) Unit

Area Covered (m²)

(after proposed Expansion)

1 B S R 1620.58 B S R 1503.57

2 Block A 242.25 Unit A 432

3 Block B 1816 Packing Material Storage

unit 1789

4 Oil Storage Tank 292.21 Oil Storage Tank 298

5 Storage Tank 316.23 Tank Farm 511.2

6 Raw material storage area 27 Raw material storage area 27

7 ETP area 53.97 ETP area 200

8 Landfill pit 100

9 Dispatch & Finished

material 1728

10 Green Belt ~60% Green Belt ~33%

Infrastructure Demand

Stores for raw material storage of civil work will be provided during construction phase.

Mechanical parts and production heavy spares and machinery will be transported within the

existing Unit just before the commissioning of those machineries. Specified first-aid box, Fire-

hydrant system and other facilities are already maintained at existing site. Medical facilities,

primary health centres are available in nearby villages (at Dudhola, Teharki Village) for major

medical injury requirement. Emergency and necessary Communication services like post office,

Police station are available in nearby villages. The Unit has own Bore well facility, Telephonic

and Internet connection facility. Additionally, the Unit is well connected with Palwal-Sohna road

(NH-919), so there is no requirement of additional approach road to communicate and material

transport.

Facilities

Greenbelt Development

Adequate land will be available for open spaces and other non-building purposes. ~33% area

of total plot area will be reserved for green cover / lawn development in the proposed facility.





36

Suitable Unit species of local varieties are already in place and also will be United with adequate

spacing and density for their fast growth and survival shall be ensured by taking due care.

Fire-fighting system

Fire-fighting facilities will be provided at proposed production area after expansion. In addition

to that fire extinguishers, fire detection & alarm system, fire hydrant, etc. will be installed. In

order to provide easy access to the fire tenders to extinguish fire in case of fire accidents, the

fire tender tracks have been provided at the building blocks.

Storm water management plan

Storm water drains will be provided and Storm water from the entire plot will be collected through

network of storm drains. Most of storm water from plot area will be collected in the rainwater

harvesting structures/Fire Hydrant tank after basic filtration steps to provide for better utilization

of available rainwater.

Rainwater harvesting system

Rain Water Harvesting system has been designed to collect and utilize total amount the rain

water within the Unit premises activity, which will include the Unit’s process as well as in cooling

tower make-up, Green belt development etc.

6. PROPOSED INFRASTRUCTURE

The proposed expansion of production capacity will no more required any additional land

acquisition, expansion facilities will be constructed within the existing Unit area, so the proposed

project will not require any additional land use change, the land use pattern will be same as

existing – Industrial use. There will be no residential area within the proposed Unit area.

Green Belt

The Unit has total area of 51K 9M or 26025.41m², out of which only 6588.77 m² areas will be

covered as processing unit after proposed expansion. There will more than 40% area be open,

out of which minimum 33% area will be covered as green belt. The Unit has already a 60m wide

green belt stretch along the Palwal – Sohna Road (NH-919), beside this, there is plenty of open

area as per approved design which has potential to convert as green field area with small and

medium sized tree plantation. There is a park provision according to the approved plan at

northern side of the ‘A’ block, which is also a designated green belt area. The existing Unit has

a total 684 number of trees within the company premises, in which there are 300 nos. small

trees and 384 nos. big size trees. The 255 number of trees had been planted during 1st April

2016 to 31st March 2017 within the Unit premises.





37

Social Infrastructure

The Unit is well connected with basic social infrastructure around the Unit, e.g. School, College,

Hospitals, Religious places, Amusement areas, food zones, Petrol pumps etc. by Palwal-Sohna

road and other state roads. There are multiple social infrastructures within 5km radius of

proposed site location (see Table 12 for detail).

Connectivity

The proposed Unit is well connected by Highways connectivity (by NH-919; Palwal-Sohna road)

to other part of the state Haryana as well as New Delhi. The proposed Unit has a distance of

~55 km with National Capital New Delhi, towards North by Prithla-Dhatir road and then Mathura

Road (NH-19, previously NH-2). The NH-919 is one of the busiest highway, but in between the

stretch of Ballabhgarh to Badarpur border, the NHAI had continuously improving the

connectivity, and already constructed multiple Flyover bridge to avoid traffic of congested city

like Faridabad and NCR area. So, we can consider the proposed Unit area as well connected

by roadways. The nearest railway connectivity is Asaoti and Palwal station with a distance of

~12km each. The Unit is connected by Airways, at Indira Gandhi International Airport, New Delhi

with a distance of ~55 km. But Unit don’t have any Inland transportation connectivity or

International port connectivity within close proximity, due to there is no port in Haryana state,

the nearest port is Dahej, Gujarat with a distance of ~1100 km.

Drinking water Management

The only water source of the existing or proposed Unit is Ground water source. There is no

connectivity of surface water source or local body water supply system at the Unit. The Unit

already has 2 installed Bore well with a capacity of 20 m³/ hr. water extraction; there is no need

for extra Bore well installation after proposed production capacity increment. The Unit has

internal water pre-treatment facility, which facilitates the requirement of process water as well

as drinking water, capacity increment of the system will incorporate as per design.

Sewerage System

The Unit has already installed internal drainage system as well as storm water drain. Internal

drainage facility will also provide entirely in expanded process area, will be connected with

centralized drainage system, which ends at Septic tank. The overflow of septic tank will be

carried forward to ETP Unit after expansion, as similar to existing process. No sewage water

will be disposed off to the outside drain; treated water will be entirely reused and recycled within

the Unit (see Fig. 9). Storm water drains will end at storage tank, which will reuse within the Unit

after basic filtration.





38

Industrial Waste Management

Unit will generate process Liquid waste, Domestic liquid waste, Process Chemical waste, Used

Oil as well as solid waste from Process, dust generated from DG, Sludge from ETP etc. Effluent

(Process liquid waste, process area wash water, Utility wash water, RO reject) will be treated at

ETP, Domestic liquid waste will be transferred to Septic tank and septic tank overflow will be

transferred to ETP process (Aeration Tank) for further treatment. Treated effluent will entirely

be reused within the Unit premises with accordance to the concept of ‘Zero Liquid Discharge’;

water for reuse will be used in process as well as in green belt development. Other Solid waste,

Hazardous waste will be transferred to authorized recycler. Recently company has been done

an agreement with M/s. Divya Petro Product for used oil recycling at 2nd party facility. ETP

sludge will be transferred to authorize recycler and party reused as manure in green belt within

the Unit.

Solid Waste Management

The Unit will generate solid waste from process, plastic waste, gutta, paper waste, scrap as well

as ETP sludge after expansion of production. Solid waste from process, plastic waste will be

transferred to authorize recycler, Gutta & paper waste, scrap will totally sell off to the authorize

party. Ash will reuse within the Unit premises. ETP sludge will partly use as manure and rest

will be transferred to authorize hazardous waste recycler.

Power Requirement

The requirement of power will be 750 kVA after expansion of production. The basic source of

power is The Dakshin Haryana Bijli Vitran Nigam (DHBVN) substation (capacity 220 kV) at NH-

919 Palwal-Sohna Road, Meghpur Village, Palwal, with a distance of 7 km from the Unit. The

company has own transformer (capacity: 500 kVA) within the Unit to use the grid power into

their process. Additionally, the Unit has 2 DG sets with a capacity of 500 kVA & 200 kVA

respectively for alternative power generation during power failure from Grid.

7. Rehabilitation & Resettlement (R&R) Plan

There is no requirement of R&R plan, because the identified expansion site is entirely belonging

to regularised Industrial use as per Haryana Govt.

8. Project Schedule & Cost Estimates

The expansion project would complete within 1 year. Construction work for the Unit would start

subsequent to receipt of Environmental Clearance (EC) and Consent to Establish (CTE) from

State Pollution Control Board. Total estimated cost for the proposed project is INR 4 crores (to

be incurred in phases).





39

9. Analysis of proposal

However, it shall be pertinent to clarify that these plans shall be carried out after careful study

and analysis of market dynamics and relative’s competitiveness at an appropriate time,

schedule of which has yet been firmed up.

The proposed expansion of Lacquer, Priming material and Acrylic polymer emulsion production

capacity from 27,000 MT to 45,000 MT will generate more than 200 nos. Employment of skilled

as well as semi or un-skilled, which will develop the social scenario of locality. Additionally,

expansion of production would increase requirement of raw materials, which will improve the

ancillary units of locality as well as wide spread. Additionally, local market will enrich with the

improvement project.

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